ANELKYSTHRES 70551451-Elevators-and-Escalators-Design-Guideline-Release-2-8[1].pdf

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 Preface This booklet is prepared as reference material to t o support your building planning using KONE elevators, escalators and moving walks. It consists of description of the operation systems, the relationship between the capacity and the floor area and the layout of our elevators, escalators and moving walks designed for Europe. The dimensions in each layout rely on KONE standard specifications and applicable codes and regulations. 1

Please ensure you contact KONE Hellas  in the event that you need the dimensions for non standard specifications and / or special codes or regulations other than specified in this booklet. You are strongly recommended to consult our Sales Department in KONE Hellas before finalizing the dimensions.

Contact persons of Sales Department KONE SA 1

KONE SA N. Plastira 3 144 52 Metamorfosi Athens Tel. 210-5793000 Fax 210-5786747

George Tsagodimitropoulos – Sales Manager T. 210-5793160, e-mail: [email protected] Dimitrios Roussos – Sales Engineer T. 210-5793142, e-mail [email protected] Nikos Pilarinos – Sales Engineer T. 210-5793143, e-mail: [email protected]

Table of contents  Introduction..............................  Introduction..................................................... .............................................. .............................................. .......................................1 ................1 Planning made easy with KONE optimized solutions ................................................1  How to use this Planning Planning Guide ................................................................................2 Traffic analysis........................................ analysis............................................................... ............................................... ...............................................3 .......................3 Passenger traffic in a building ............................................ ................................................................... .......................................3 ................3  Building considerations considerations .............................................. ...................................................................... ...............................................3 .......................3  Basic planning parameters parameters ............................................. .................................................................... ...........................................4 ....................4 Speed selection ............................................. .................................................................... .............................................. .......................................4 ................4 .................................................................... ...........................................4 ....................4 Selection of elevator group ............................................. Office buildings ............................................ ................................................................... .............................................. .......................................5 ................5  Hotels ............................................ ................................................................... .............................................. .............................................. ...............................6 ........6  Hospitals .............................................. ..................................................................... .............................................. .............................................. ......................... 6 Public Transportation buildings ................................................................................7 ................................................................... .............................................. ...............................7 ........7  Residential buildings............................................ Planning recommendations recommendations ............................................ ................................................................... ...........................................8 ....................8  Elevator grouping grouping ............................................ ................................................................... .............................................. ...................................9 ............9 Quick Reference........................... Reference.................................................. .............................................. .............................................. ................................. ..........10 10  Elevators .............................................. ..................................................................... ............................................... .............................................10 .....................10 ..................................................................... .........................................11 ..................11  Escalators - Moving Moving walks ..............................................  EN81-1: 1998 Standard Standard – Electric lifts ............................................. .................................................................... ......................... ..12 12 Walls, floor and ceiling of the well ..........................................................................12 Protection of any spaces located below the car, the counterweight or the balancing weight ............................................ ................................................................... .............................................. .............................................. .............................12 ......12 .................................................................. .............................................. .............................12 ......12 Protection in the well ...........................................  Available car area, rated load, number of passengers passengers ............................................13 Traction evaluation (Annex M) ........................................... .................................................................. .....................................14 ..............14  Evaluation of safety factor for suspension suspension ropes (Annex (Annex N) ....................................16  EN81-70: 2001 Standard Standard – Accessibility Accessibility to lifts for persons including including persons with  disability........................................  disability............................................................... .............................................. .............................................. ................................. ..........20 20 Class I, II and III lifts l ifts – Car dimensions & entrances width ...................................20 Stopping and leveling accuracy ...............................................................................20  EN81-71: 2005 Standard Standard – Vandal resistant resistant lifts..................... lifts ............................................ ................................. ..........21 21 Scope of EN81-71 ............................................ ................................................................... .............................................. .................................21 ..........21 ................................................................... .............................................. .............................................21 ......................21  Definitions ............................................ Guidance to the purchaser / designer (Annex A) .....................................................21  Additional advice for building designers designers (Annex D) ...............................................24 Typical items that may be used by vandals (Annex E) .............................................25  EN81-72: 2001 Standard Standard – Firefighters lifts ........................................... .............................................................27  ..................27  ................................................................... .............................................. .................................27 ..........27 Scope of EN81-72 ............................................  Environmental  Environmental building requirements requirements .....................................................................27 Fundamental firefighter elevator requirements .......................................................27 Safety requirements .............................................. ..................................................................... .............................................. .............................27 ......27  Rescue trapped trapped firefighters in the elevator shaft .....................................................28 ................................................................... .............................................. .....................................28 ..............28 Control systems ............................................ Power supply ............................................ ................................................................... .............................................. .........................................28 ..................28

Car and landing controls .........................................................................................28 Fire service communication .....................................................................................29  EN 81-73: 2005 Standard – Behavior of lifts in event of fire ...................................30 Scope of EN81-73 ....................................................................................................30  Behavior of the lift on the receipt of a fire detection signal ....................................30  EN81-58: 2003 Standard – Lift Landing Doors Fire Resistance Test......................31 Scope of EN81-58 ....................................................................................................31 Certification .............................................................................................................31 Criteria of performance ...........................................................................................31  ISO 4190-1: 1999 Standard – Class I, II, III & VI lifts ............................................32 Class I, II and VI lifts – Functional dimensions of cars and recommended PH & SH  ..................................................................................................................................32 Class III lifts – Functional dimensions of cars and recommended PH & SH  .........32 Class I – Residential lifts .........................................................................................33 Class I – General purpose lifts ................................................................................34 Class VI – Intensive use lifts ....................................................................................35 ClassIII – Health care lifts .......................................................................................36 VDI 4707: 2008 Guideline – Lifts Energy efficiency ................................................37  Scope ........................................................................................................................37 Characteristic values ...............................................................................................37  Energy efficiency classes .........................................................................................37 Usage category ........................................................................................................38  Determination of figures and characteristic values .................................................39  Examples (Annex C) .................................................................................................39  Protection category in accordance with DIN 40050 & IEC529................................42 Contact and foreign object protection categories ...................................................42 Water protection categories .....................................................................................43  KONE MonoSpace® Standard...................................................................................44  Elevator level information .......................................................................................44  Basic Specifications KONE MonoSpace® (Standard) ............................................45 General layout drawing ...........................................................................................46  Lifting hooks in shaft ceiling ....................................................................................46  Reaction forces to wall.............................................................................................46  Motor output ............................................................................................................47  KONE MonoSpace® Special......................................................................................48  Elevator level information .......................................................................................48  Basic Specifications KONE MonoSpace® (Special) ...............................................49 General layout drawing ...........................................................................................50  Lifting hooks in shaft ceiling ....................................................................................51  Reaction forces to wall.............................................................................................51  Motor output ............................................................................................................52  KONE MiniSpace®.....................................................................................................53  Elevator level information .......................................................................................53  Basic Specifications KONE MiniSpace® ................................................................54 General layout drawing ...........................................................................................55  Reaction forces to wall.............................................................................................55  KONE Scenic ..............................................................................................................56   Elevator level information .......................................................................................56  Basic Specifications KONE Scenic ..........................................................................57  KONE TranSysTM  ........................................................................................................58

 Elevator level information .......................................................................................58 TM   Basic Specifications – TranSys  – Cars without front walls – Single Entrance ....59 TM   Basic Specifications – TranSys  – Cars without front walls – Double Entrance ..59  Basic Specifications – KONE Vehicle elevators – Cars without front walls ...........59 TM   Basic Specifications – TranSys  – Cars with front walls – Single Entrance .........60 TM   Basic Specifications – TranSys  – Cars with front walls – Double Entrance .......60 Flexible car dimensions (Q > 2000kg up to 5000kg) ..............................................61 General layout drawings ..........................................................................................62  Lifting hooks in shaft ceiling ....................................................................................63  Reaction forces to wall.............................................................................................63  Accessories ..................................................................................................................64  Power Feeder Data .....................................................................................................68 Comparison of Monospace® with Hydraulic ............................................................69 Freight elevators ......................................................................................................69  Explanation on KONE Documentation .....................................................................70  Escalator & Moving walk Planning Guide................................................................71  Introduction..............................................................................................................71 Transport capacities ................................................................................................71 Possible configurations ............................................................................................73  EN115-1: 2008 Standard – Escalators & Moving Walks..........................................74 Supporting structure (truss) and enclosure .............................................................74  Drive unit .................................................................................................................74  Building interfaces (Annex A) ..................................................................................75 Guidelines for selection and planning of escalators and moving walks (Annex H) 77  Requirements on escalators and moving walks intended to transport shopping trolleys and baggage carts (Annex I) .......................................................................77  Determination of anti-slip properties of the tread surfaces of steps and pallets, of comb plates and cover plate (Annex J) ....................................................................79  Basic Specifications KONE Travelmaster (EJV) Escalator......................................81  Escalator level information......................................................................................81  Basic Specifications KONE ECO (E3C/E3H) Escalator ..........................................82  Escalator level information......................................................................................82  Basic Specifications KONE Transitmaster (E3X) Escalator ....................................83  Escalator level information......................................................................................83  Basic Specifications KONE Travelmaster (RJV) Moving walk................................85  Moving walk level information ................................................................................85  Basic Specifications KONE ECO (R3C) Moving walk .............................................87   Moving walk level information ................................................................................87  Approvals and Versions History.................................................................................90

 Introduction Planning made easy with KONE optimized solutions

This Planning Guide help you choose an optimal elevator, escalator or moving walk “People Flow” solution for your building. It provides guidelines and technical information about KONE equipment for architects, designers, consultants, construction engineers and all others who might participate in the design process. KONE has a wealth of segment solutions to match most needs and building types. The solutions are presented in this planning guide are carefully designed to provide unbeatable quality, safety and lifetime cost efficiency. Our ranges of solutions represent the cutting edge in building space efficiency, process friendliness and flexibility. The following pages provide information that can help you select the right solution for your building. With consistent, proven technology for all buildings and all applications within a single building KONE elevator solutions give you the best of both worls – innovative, advanced design and proven technology that keep your traffic flowing dependably. KONE Monospace solutions KONE Minispace solutions KONE Alta concept for high-rise buildings KONE Transys solutions for freight KONE Vehicle solutions KONE EcoSystem is the choice for any modern low to high rise application, because of the exemplary ride comfort and wide range of visual product options and control features grouped together to create our segment solutions: Residential Office: Corporate, Government, Business parks, Small offices, Luxury offices Public Access: Public transportation, Airport, Retail, Education, Health Care KONE innovation extends to our line-up of escalator platforms, which offer similar environment friendly, power and space saving solutions. No matter what the application, we can provide a total vertical transportation solution to keep your building alive. If you need more information to support your decision – making process, give us a call – KONE provides extensive customer documentation and services to make sure you get exactly the right package for your unique needs. We can provide design brochures, segment solution, detailed technical information, traffic planning assistance and personal service to help you make the right choices every step of the way. Our technical information services are also increasingly made available on the World Wide Web – please visit us at www.kone.com/countries/en_MP/tools  to find out more.

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 How to use this Planning Guide

The recommended solutions listed in this planning guide are carefully engineered for standard compliance, suitability for most applications and cost effectiveness. Use this planning guide to specify important technical data for your vertical transportation solution and complete layout drawings. This planning guide is organized into sections that will help you through the selection process: Explanation of abbreviations Traffic analysis Shaft dimensioning data Electrical design data Layouts and dimension data Reaction force data Dimension tables and data provided in this planning guide give useful at-aglance information. To get the maximum benefit, first consider carefully what main application your building’s vertical transportation equipment should serve. In a diversified building, there are often special requirements that can not be fully satisfied with a solution designed solely for the building main purpose. Therefore, solutions in this planning guide are grouped by purpose to help you find the most suitable solutions for your applications. To find a suitable solutions just follow these steps: Select the appropriate application. If you need an elevator solution for multiple purposes or special applications, contact us and we will help you find the solution that best serves your needs. Determine the speed and car size you need Select a suitable door clear opening width Select the positioning of elevator doors Determine how many elevators are needed in the group to handle your traffic requirements The answers to these steps help you make the appropriate selections from our range of solutions and find all the necessary data in this planning guide to specify the elevator.

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Traffic analysis Passenger traffic in a building

Passenger traffic intensity and traffic patterns vary a lot in different types of buildings In single tenant office buildings there are sharp traffic peaks in the morning, lunch hour and evening. Also a lot of interfloor traffic can be expected. If working hours are flexible, it diminishes traffic intensity during peak hours. In diversified office buildings, passenger traffic intensity during peak traffic hours is even lighter. The peak traffic hour lasts longer, but clear traffic peaks in the morning and lunch hour can be leveled down. In hotels, traffic is mostly two – way. Hotel guests travel to their rooms and return to the entrance floor. A third traffic component is to the restaurant or other feature floor. Extra elevator traffic is avoided if the restaurant is close the entrance floor. In a hotel, a clear traffic peak is in the morning when people have their breakfast, return to their rooms and check out from the hotel. Elevators in offices are usually planned for the up-peak traffic. Planning criteria exist for up-peak traffic and two – way traffic in hotels and residential buildings. During up-peak, car loads are greater compared to other times of day. If an elevator group can handle an up-peak situation, they can handle about 1,2….1,8 times more traffic during lunch hour and down-peak. In residential buildings traffic is mostly two –way. Normally traffic intensity is high in the morning when people go to work and in the evening when people return to their homes. Traffic intensity is much lighter than in offices and hotels.  Building considerations

In planning elevators to a building the following items have to be considered: Type and usage of the building Number of served floors by elevators Floor heights and travel of elevators Entrance floors Number of users at each floor If the number of users (population) is unknown, it has to be estimated. The net usable are per floor is a good basis for estimation. The net usable area does not include areas such as elevator shafts, waiting areas, stairways, corridors and other common areas. Roughly it can be assumed to be about 75….85% of the total floor area. Guidelines for estimation are shown in the following table: Usage Population Estimation Typical Value Office Regular Luxury Hotel Residential building Hospitals Staff Visistors

2

8…12 m  /person 2 12…25 m  /person 0,75…1,0 persons/bed 2 persons/first bedroom + 1 person/additional bedroom 1,5…3,0 persons/bed space 3,0 visitors/bed space

Table 1.1

3

2

10 m  /person 2 14 m  /person 1,5 persons/quest room 1,5…1,9 persons/bedroom

 Basic planning parameters

At the building design stage, several features can be altered in elevator specification. At this stage, the future usage of the building has to be considered carefully since later on changes in the layout of the elevator are often not possible. The following parameters have to be considered in the elevator specification: Car load Car speed Number of cars in group Served floors Car / shaft dimensions Location and grouping of elevators Control systems and control features Planning parameters are mainly calculated for the up-peak situation, but also two-way traffic situation is used. Handling capacity (persons / 5min, or % of population / 5min) Interval (s) Nominal travel (s) Handling Capacity shows how many passengers the elevator system can transport in five minutes, normally in up-peak with 80% load factor. More commonly handling capacity is given in relative unit, percent in five minutes. Relative Handling Capacity is obtained from the absolute handling capacity (persons / 5min) by dividing the population at the served floors. Average Interval shows the average period between elevator departures from the lobby during the up-peak. Interval is obtained by dividing the elevator round trip time by the number of elevators. Nominal Travel Time is obtained by dividing the travel height by the elevator rated speed. It gives a rough estimation of the maximum time it takes to travel from the bottom floor to the top floor. Speed selection

Suitable elevator speed depends on the travel height. The speed selection is based on the nominal travel time. In residential buildings the nominal travel time up to 50s is acceptable while in offices and hotel buildings the nominal travel time should be below 32s. For good performance in offices nominal travel time should stay below 25s and for excellent below 20s. Selection of elevator group

In office / hotel buildings traffic is heavier than in residential buildings. That is why the number of elevators in office buildings is greater than in residential buildings. A rough estimation to the number of elevators in a building is obtained from the graphs below if the number of floors and the population is known. In the graphs the following approximations are made:

4

-

Good service level (internal below 32s, nominal travel time below 25s) Up-peak traffic One entrance floor in the building Average height 3,3m Equal amount of users on each floor above the entrance floor Traditional control with up and down call buttons Speed less or equal than 4m/s If assumptions of the building are according to the list above, the following graphs can be used but if not please contact KONE traffic specialists. Office buildings

The selection of elevator group in office building depends on the number of tenants and working hours in the building. In the next graph, selection of the elevator group providing good service level in an office building with flexible working hours is shown. The elevators are selected according to the number of served floors in the building, and the number of users (population) above the main entrance. The point at horizontal axes is found according to the population in the building. Each building type has its own recommendation for handling capacity. Handling capacity in office buildings should exceed 12% of population in 5min, however even according to some local practices even 11% is accepted.

 Minimum number of elevators for a single tenant office building with good service level

5

 Hotels

For hotel quests, the graph as for office buildings can be used in elevator selection. The up-peak handling capacity with 80% car load factor should exceed 12% of the population in 5min. Resort hotels usually have a higher occupancy rate than urban hotels which has to be taken into account in estimating the population. Also two-way traffic can be used with 40% car load factor. Handling capacity should exceed 12% of population in 5min. Load factor below 40% is used if separate service elevators are not provided. However, separate freight or service elevators serving all floors are recommended. The number of service should be about half of the number of hotel guest elevators. Hotels have also recommendations for the minimum car sizes. The elevator should be large enough, for example from 17 to 21 persons car size are recommended. In the car there has to be room for patrons and their baggage without undue congestion in the car. Centre opening doors with clear openings no less than 1100mm wide and 2100mm high are recommended.

 Minimum number of elevators for multi-tenant offices and hotels with good service level

 Hospitals

In hospitals there is need for several type of vertical transportation such as staff, visitors, patients, beds, food and linen. The graphic for office buildings can be used to select elevator for the personnel and visitors. Capacity should then exceed 12% of the users in 5min. The number of users of the passenger elevators can be estimated from the table 1.1 A general capacity recommendation for the bed transportation is from 1,75% to 4,0% of beds per 5min. Interval should stay below 50…60s. Special size elevators are used for bed transportation. The minimum car size is 1800mm width and 2700mm deep. The door is typically 1300mm or 1400mm with centre opening doors being the most efficient and needing least maintenance effort.

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Public Transportation buildings

At public transportation the circulation of traffic flow is heavy. Transportation capacity of elevators is small compared to escalators or inclined moving walks. In low public transportation buildings, most of the t raffic should be handled by escalators or moving walks. Elevators are needed to transport personnel, disabled people and children. Same recommendations as for office buildings can be used for the personnel transportation. Separate elevators are required for freight transportation for provisioning of stores.  Residential buildings

In residential buildings handling capacity should exceed 7,5% per 5min of the population and interval up to 100s is accepted. The local conditions should be known to enable reliable analysis. According to some local practices, handling capacity of 5% in 5min can be accepted.

 Minimum number of elevators for a residential building with good service level

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Planning recommendations

Recommendations for the relative up-peak handling capacity, interval and nominal travel time vary according to the building type and the working hours in offices. The following table shows performance recommendations for different type of buildings.

Building Type

Nominal Travel (s) Good

Office - Single tenant common working hours - Single tenant flexible working hours - Multiple tenant common working hours - Multiple tenant flexible working hours Hotels Hospitals and Shopping Centers Residential Public Transportation

Excel.

Nominal Interval (s) Good

Excel.

Handling Capacity (%) Good

Excel.

16…20 20…25 13…16 16…20 20…25 15…20 25…32 20…25 14…16 16…20 12…15 15…18 12…16 16…20 13…16 16…20 25…32 20…25 max 80 max 60 5…7,5 Transportation equipment is selected by the traffic flow demand case by case

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 Elevator grouping

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Quick Reference  Elevators

Use

 Passenger elevator / Service

 MiniSpace (Compact machine room elevator)

 Freight elevator

 MonoSpace (Machine roomless elevator)

 MonoSpace Standard 320 – 1000kg 1,0 – 1,60m/s

 MiniSpace (Compact machine room elevator)

Healthcare elevator

 MonoSpace (Machine roomless elevator)

 MonoSpace Special 320 – 2000kg 1,00 – 2,50m/s

 MiniSpace (Compact machine room elevator)

TranSys 1000 – 5000kg 0,50 – 1,00m/s

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 MonoSpace (Machine roomless elevator)

Vehicle elevator

 MonoSpace (Machine roomless elevator)

Vehicle 3000 – 4000kg 0,50 – 1,00m/s

 Escalators - Moving walks

Use

General use

Travelmaster

Public use

E3C

 E3C/E3H

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Transitmaster

Public use (high rise, high speed)

Transitmaster

 EN81-1: 1998 Standard – Electric lifts Walls, floor and ceiling of the well

5.3.2.2 The floor of the pit shall be able to support beneath the car buffer supports 4 times the static load being imposed by the mass of the fully loaded car: 4 x gn x (P + Q) where: P Q gn

= masses of the empty car and components supported by the car = rated load = standard acceleration in free fall

5.3.2.3 The floor of the pit shall be able to support beneath the counterweight buffer supports, or the balancing weight travelling area, 4 times the static load being imposed by the mass of the counterweight or the balancing weight: 4 x gn x (P + q x Q) 4 x gn x q x P P Q gn q

for counterweight for balancing weight where:

= masses of the empty car and components supported by the car = rated load = standard acceleration in free fall = balance factor

Protection of any spaces located below the car, the counterweight or the balancing weight

5.5 If accessible spaces do exist below the car, the counterweight or the balancing 2 weight, the base of the pit shall be designed for an imposed load of at least 5.000N/m and: a) either there shall be installed below the counterweight buffer or under the traveling area of the balancing weight, a solid pier extending down to solid ground or, b) the counterweight or the balancing weight shall be equipped with safety gear. Protection in the well

5.6.2 Where the well contains several lifts there shall be a partition between the moving parts of different lifts. If this partition is perforate EN294, subclause 4.5.1 has to be respected. 5.6.2.1 This partition shall extend at least from the lowest point of travel of the car, the counterweight or the balancing weight to a height of 2,50m above the floor of the lowest landing. The width shall be as to prevent access from one pit to another, except where the conditions of 5.2.2.2.2 are met. 5.6.2.2 The partition shall extend through the full height of the well if the horizontal distance between the edge of the car roof and a moving part (car, counterweight or balancing weight) of an adjacent lift is less than 0,50m.

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The width of the partition shall be at least equal to that of the moving part, or part of this, which is to be guarded, plus 0,10m on each side.  Available car area, rated load, number of passengers

8.2.1

General case To prevent an overloading of the car by persons, the available area of the car shall be limited. To this effect the relationship between rated load and maximum available area is given in table 2.1 Recesses and extensions, even of height less than 1m, whether protected or not by separating doors, are only permitted if their area is taken into account in the calculation of maximum available car area. Any available area in the entrance, when the doors are closed, shall also be taken into account. Furthermore overloading of the car shall be monitored by means of device according to 14.2.5. 8.2.2 Goods passenger lifts The requirements of 8.2.1 shall be applied and in addition design calculations shall take into account not only the rated load but also the weight of handling devices, which may enter the car. 8.2.3 Number of passengers The number of passengers shall be obtained from: a) either the formula, rated load/75, and the result rounded down to the nearest whole number or b) table 2.2, which gives the smaller value

Rated load, mass Kg 2

100   3 180   225 300 375 400 450 525 600 630 675 750 800 825

Maximum available car area m2

Rated load, mass Kg

Maximum available car area m2

Number of passengers

Minimum available car area m2

Number of passengers

Minimum available car area m2

0.37 0.58 0.70 0.90 1.10 1.17 1.30 1.45 1.60 1.66 1.75 1.90 2.00 2.05

900 975 1000 1050 1125 1200 1250 1275 1350 1425 1500 1600 2000 4 2500  

2.20 2.35 2.40 2.50 2.65 2.80 2.90 2.95 3.10 3.25 3.40 3.56 4.20 5.00

1 2 3 4 5 6 7 8 9 10

0.28 0.49 0.60 0.79 0.98 1.17 1.31 1.45 1.59 1.73

11 12 13 14 15 16 17 18 19 5 20  

1.87 2.01 2.15 2.29 2.43 2.57 2.71 2.85 2.99 3.13

Table 2.2

Table 2.1 2

Minimum for 1 person lift Minimum for 2 persons lift 4 Max. beyond 2500kg add 0.16m2 for each 100kg. For intermediate loads the area is determined by linear interpolation 3

5

Beyond 20 passengers add 0.115m2 for each extra passenger

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Traction evaluation (Annex M)

Traction should be ensured at all times taking into consideration: normal travel loading the car at floor level and retardation due to emergency stop Nevertheless, considerations must be given to allow slip to occur if the car is stalled in the well for any reason. The following dimensioning procedure is a guidance which can b e used for the evaluation of traction in the traditional applications which include steel wire ropes and steel / cast iron sheaves and machines above well. The following formulae have to be applied: • • •

f α

for car loading and emergency braking conditions

f α

for car stalled conditions (counterweight resting on the buffers and the machine rotating at the “up” direction)

T1 /T2 ≤ e T1 /T2 ≥ e where:

f = friction factor α = angle of wrap of the ropes on the traction sheave T1, T2 = forces in the portion of the ropes situated at either side of the traction sheave Car loading condition: The static T1 /T2 has to be evaluated for the worst case depending on the position of the car in the well with 125% of the rated load. The case 8.2.2 requires special treatment if not covered by the factor 1,25 for the load. Emergency braking condition: The dynamic T1 /T2  has to be evaluated for the worst case depending on the position of the car in the well and the load conditions (empty or with rated load). Car stalled condition: The static T1 /T2 has to be evaluated for the worst case depending on the position of the car in the well and the load conditions (empty or with rated load). In case of U-grooves for evaluating the friction factor the following formula has to be applied:

where: β γ µ f

= value of the undercut angle = value of the groove angle = friction coefficient = friction factor

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0

The maximum angle of the undercut angle β  should not exceed 106   which corresponds to 80% undercut. The value of the groove angle should be given by the manufacturer according 0 to the grooving design. In no case it should be less than 25 . In case of V-grooves for evaluating the friction factor the following formula has to be applied: Car loading and emergency braking

for non hardened grooves

for hardened grooves Car stalled conditions

for hardened and non hardened grooves where: β γ µ f

= value of the undercut angle = value of the groove angle = friction coefficient = friction factor 0

The maximum angle of the undercut angle β  should not exceed 106   which 0 corresponds to 80% undercut. In no case angle γ should be less than 35  for lifts. For considering friction coefficient  the following formulae have to be applied: Loading conditions

Emergency braking conditions

Car stalled conditions

where: µ = friction coefficient v = rope speed at rated speed of the car

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 Evaluation of safety factor for suspension ropes (Annex N)

This annex describes the method for evaluating the safety factor S f   for the suspension ropes. The number of bends and the degree of severity of each bend cause deterioration of the rope. This is influenced by the type of grooves (U- or V- groove) and whether the bend is reversed or not. The degree of severity of each bend can be equated to a number of simple bends. A simple bend is defined by the rope traveling over a semi circular groove where the radius of the groove is about 5% to 6% greater than the nominal rope radius. The number of simple bends corresponds to an equivalent number of pulleys Nequiv, which can be derived from: Nequiv = Nequiv(t) + Nequiv(p) where Nequiv(t) = the equivalent number of traction sheaves Nequiv(p)= the equivalent number of deflection pulleys Values for Nequiv(t) can be taken from Table N.1. V-angle (γ) Nequiv(t) 0 Undercut U-angle (β) 75 grooves(*) Nequiv(t) 2,5 Table N.1: Evaluation of Nequiv(t) V-grooves

 Note

0

0

35 18,5 0 80 3,0

36 15,2 0 85 3,8

0

38 10,5 0 90 5,0

0

40 7,1 0 95 6,7

0

42 5,6 0 100 10,0

0

45 4,0 0 105 15,2

For U-grooves without undercut Nequiv(t) = 1

A reversed bend is only considered if the distance from the ropes contact on two (2) consecutive stationary pulleys does not exceed 200 t imes the rope diameter. Nequiv(p) = Kp x (Nps + 4 x N pr) where Nps Npr Kp

= number of pulleys with simple bends = number of pulleys with reversed bends = factor of ratio between sheave and pulley diameters with 4

Kp = (D /D t p)  where Dt Dp

= diameter of the traction sheave = average diameter of all pulleys, traction sheave excluded

For a given design of rope drive the minimum value of safety factor can be selected from figure N.1 taking into account the correct ratio of D  /d t r  and the calculated Nequiv.

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17

The curves of the figure N.1 are based on the following formulae:

where Sf  Nequiv Dt dr

= safety factor = equivalent number of pulleys = diameter of traction sheave = diameter of the ropes

 Examples

18

19

 EN81-70: 2001 Standard – Accessibility to lifts for persons including  persons with disability Class I, II and III lifts – Car dimensions & entrances width The standard details three (3) accessibility levels for new elevators. The most significant differences are in car sizes and entrance width. Type

Minimum car dimensions

Minimum entrance width

Type I

480kg Car width: 1000mm Car depth: 1250mm

800mm

Type II

630kg Car width: 1100mm Car depth: 1400mm

900mm

Type III

1275kg Car width: 2000mm Car depth: 1400mm

1100mm

Accessibility level

Stopping and leveling accuracy

To comply with the standard the elevator must meet or exceed the following stopping and leveling accuracy: 6 Stopping accuracy  must be within ±10mm from the landing 7 Leveling accuracy  must be within ±20mm from the landing 6

Stopping accuracy means the maximum vertical distance between car sill and landing sill at the moment when a car is stopped by the control system at its destination floor and doors are in fully open position.

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 EN81-71: 2005 Standard – Vandal resistant lifts Scope of EN81-71

This document gives additional and deviating requirements of EN81-1 and EN81-2 as applicable in order to ensure the safety of lift users and the availability of lifts, which may be used for vandal resistant purposes. In all other respects such lifts are designed in accordance with EN81-1 or EN81-2 including Amendment A2. This document deals with the significant hazards, hazardous situations and events relevant to lifts which can be affected by vandalism when they are used under the conditions as foreseen by the installer.  Definitions Category 0 lift: Lift designed to meet the basic requirements of EN81-1 or EN81-2 Category 1 lift: Lift designed to meet the requirements of EN81-1 or EN81-2 and fulfilling supplementary requirements, in order to protect the lift installation from moderate acts of vandalism (see Annex A) Category 2 lift: Lift designed to meet the requirements of EN81-1 or EN81-2 and fulfilling supplementary requirements in order to protect the lift installation from severe acts of vandalism (see Annex A) Guidance to the purchaser / designer (Annex A)

General Vandalism may result from frustration and / or other behavioral patterns. In order to determine the likely degree of vandalism that may occur to a given lift, a number of factors should be considered. This should include consideration of the type of users the lift will be required to provide service to and the degree of importance the lift will have in the particular building. Study has shown that the amount of vandalism a lift may suffer is directly related to the degree of observation that the users are under. This level of observation will be dependent on the design of the building and / or the control measures put in place to control access to the lift. By considering these issues, the most appropriate lift type may be selected as follows: Type of lift user Observed restricted user Unobserved restricted user Observed general public Unobserved general public Potential vandals

Category of lift 0 0 0 1 2

7

Leveling accuracy means the maximum vertical distance between car sill and landing sill during loading or unloading the elevator.

21

Examples of different user types Observed restricted user: Glass observation lift within an office complex with a reception desk controlling who may enter the building, will have observed restricted users and therefore a Category 0 lift complying with EN81-1 or EN81-2 is suitable. Unobserved restricted user: A lift in a building with a reception or security desk controlling who may enter the building will have restricted users, but their movement within the lift is unobserved. A Category 0 lift is suitable in most instances. Observed general public: A lift with security surveillance cameras or of glass construction, in a shopping mall will have this type of user and therefore a Category 0 lift is still suitable in most instances. Unobserved general public: An enclosed lift in a shopping mall will have unobserved general public as users and therefore a Category 1 lift is most suitable. Potential vandals: In some building types, vandalism can be reasonably expected. These buildings include sport stadiums, railway stations, hospital emergency departments, social housing developments and other similar environments, a Category lift 2 is normally suitable.  Note

In the above definitions “building” may be read as department or area of building.

Other considerations Observation in the form of security cameras or by extensive use of glass in the lift car and doors, with the lift located to allow observation, will greatly reduce the degree of vandalism that may be encountered. Consideration should be given to how effective the observation is likely to be and how effective any planned response to a given situation would be. The provision of a mirror within the car can provide a useful distraction, but consideration should be given to the selection of the material used. In selecting the Category of lift to be installed, the following may be adopted as guide: will there be access control of the area containing the lift is the building located in an area likely to be subject of vandalism is the type of building known to suffer from vandalism is the intended use of the lift likely to contribute to damage what type of user as defined above will be expected to use the lift The building designer and lift contractor should seriously consider these aspects and the benefits of providing additional surveillance before selecting the Category of lift required. Having determined the Category of lift, the designer also needs to consider the number, speed and size of the lifts. Incorrect selection of these parameters can also encourage vandalism and therefore very serious attention should be given to the following section.

22

Lift performance The waiting time for users and the time spent travelling in the car should be as short as possible. To avoid users being frustrated by long waiting periods, t he number and speed of cars in a multiple lift installation should be selected to provide an average internal of less than 45s. Select the size of the lift, taking into account that in buildings where the use of push chairs or trolleys is expected, the lift car will in effect be full when one or two such devices are in the car. Where such devices are to be expected, lifts of suitable size should be selected. The lift may incorporate a load-by-pass feature to prevent car stopping at floors when full or nearly full. In buildings where push chairs, wheelchairs, etc are likely to be used, they will take up the available car floor area thus preventing other passengers entering the car though it is not fully loaded. In such situations any load non stop device should be set to operate at approximately 60% of the rated load to avoid abortive car stops that will frustrate users. A device to shorten the door dwell time should be considered to minimize user frustration. Such devices may be a door close button, light ray device or other similar means. A door nudging feature in accordance with 7.5.2.1.1.3 and 8.7.2.1.1.3 of EN81-1: 1998 or EN81-2: 1998 will help to keep the lift operational and thereby minimize frustration. Corrosion protection Consideration should be given to the selection of car and landing finishes to ensure they resist corrosion from bodily fluids and cleaning solvents. It is recognized that fouling can occur in Category 1 lifts but it is not envisaged this will be on a continuous basis. Therefore specific anti-corrosion measures are not essential for Category 1 lifts. Clause 5.7 requires specific corrosion protection to be provided to those parts of Category 2 lifts that provide structural integrity to the doors and lift car. The type of anti-corrosion measures taken will depend on the design of the lift, its environment and the materials selected. This is not defined by this document but the following may be used as a useful guide. The designer may choose a special design to keep corrosive agents away from critical parts and / or provide additional anti-corrosive measures to critical parts. Steel can be treated by galvanizing or anti-corrosion paint treatments. Hot dip galvanizing is best avoided due to the distortion of steel members caused by the heat process. Bronze alloys also offer good long-term protection as do many plastics and composite materials. Durability of finishes Consideration should be given to the selection of car and landing finishes to ensure they are not easily scratched and are suitable for sustained and frequent cleaning. Such cleaning is often required due to the spraying of graffiti or other defacement.

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Protection of power supplies To avoid problems associated with vandalism of the lift power supply any electrical cables and their isolation switches should not be placed in areas accessible to persons other than authorized persons.  Additional advice for building designers (Annex D)

Vandalism may result from frustration and / or other behavioral patterns, providing the means and opportunity will increase the severity and frequency of the occurrence. The lift may not operate reliably if quantities of water enter the lift car, lift well or other areas containing lift equipment. To minimize this risk water should not be readily available for vandals. Designers should avoid locating hoses, hydrants or similar equipment on landings close to the lift. To minimize the risk of liquids entering the lift well, the landing floors should be sloped away from the lift entrance. In order to reduce the frequency and severity of damage caused by fire and water due consideration should be given to the location of certain building services in relation to the lift installation: dry and wet risers fire hoses incoming mains supplies the storage and disposal of waste materials the storage of fuels and other liquids As machine room doors are not normally located in public areas there is always the risk that vandals may attack the door for long periods, unobserved. This increases the risk of unauthorized entry to the lift equipment. In such circumstances consideration should be given to restricting access to such unobserved areas by additional means. The strength of the machine room door has been selected in this document to prevent vandals from gaining easy access to the lift equipment. It is, however, always possible for a determined vandal to gain access and then start a fire. As machine rooms are often in remote areas of a building such a fire may be undetected for long periods. Consideration therefore should be given to the provision of a fire detection system in such areas. Damage to walls and other items may result from vandalism sustained over periods of days or even months. Building management should regularly inspect for signs of damage and make repairs as necessary before any condition develops. Irrespective of the design of the lift it is always possible by a simple action to put the lift out of service e.g. the pouring of sand or sawdust into the doorsill. Security observation of the lift will help to minimize such risks. Certain items when placed in the lift car will always be subject to vandalism. For this reason, ashtrays, seats, etc should not be provided in the lift car unless called for by other European Standards. Statistically, accidents through persons slipping or falling are amongst the most common. Materials used for floor should be selected to minimize risk, particularly when wet.

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Typical items that may be used by vandals (Annex E)

In order for designers to be able to have understanding of what they should design for, it has been assumed that the following items could be reasonably expected to be carried by a person in the course of their everyday activities. It is therefore assumed that one or other of these may be used to commit an act of vandalism on the lift. Other items could easily be carried out by a person, but it is clearly not possible to design the lift to resist attack by all of the different items, which might be used. Where this Annex is referenced in a clause of this document, the relevant items for testing the equipment have to be selected from the Table E.1: Vandal items

Ball pen Cord / string / wire Keys Walking stick Chewing gum Cigarette Human body weight (75kg) Cigarette lighter Pocket knife (100mm blade) Medium sized screwdriver (200mm long) Bottle top Hand cutter (medium size without multiplying action) Table E.1: Typical items that may be used by vandals

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Lift category 1 2 x x x x x x x x x x x x x x x x x x x x x x x

Equipment concerned

Effects

Ball pen Cord / string / wire Keys Walking stick Chewing gum Cigarette Human body weight Pocket knife Cigarette lighter Medium screwdriver Bottle top Hand cutter

Fixtures

  c    i    t   e    h    t   s   e    A

  g   n    i    t   c   u   r    t   s    b    O

  g   n    i    t    t   u    C

  g   n    i   r   e   v   e    L

Lighting

   t   c   a   p   m    I

  g   n    i   n   r   u    B

  g   n    i    l    t   n   a   m   s    i    D

C

  c    i    t   e    h    t   s   e    A

  g   n    i    t    t   u    C

  g   n    i   r   e   v   e    L

   t   c   a   p   m    I

  g   n    i   n   r   u    B

  g   n    i    l    t   n   a   m   s    i    D

  g   n    i    t   c   u   r    t   s    b    O

  g   n    i    t    t   u    C

  g   n    i   r   e   v   e    L

   t   c   a   p   m    I

C

C C

C C

A,B

  c    i    t   e    h    t   s   e    A

  g   n    i   r   e   v   e    L

   t   c   a   p   m    I

C A B

A

B

B

B

B

B

B B

B

B

B

B

C C

A

B

C C C C C C

Door, ceiling, walls, floor

Door mechanism

C A,B

A,B

A,B A,B

A,B

A,B

C A,B

A,B

A,B

A,B

C C C C C

C C

B

B B

B

B

B

B

C B

B

C

C

Table E.2: Likely effects from the use of readily available items / implements  Notes A: damage that can result in harm to users from sharp edges, exposed terminals etc B: malfunction or stoppage of the lift or lift equipment C: aesthetic damage (spoiling appearance)

26

B A

A C C C C C

B B B

  n   o    i   s   o   r   r   o    C

 EN81-72: 2001 Standard – Firefighters lifts Scope of EN81-72

This standard covers only requirements related to the elevator installation. It does not prescribe requirements for the fire resisting structure of the building essential to provide the fire protected lobby. Firefighter elevator is primarily intended for passenger use. It has additional protection, controls and signals which enable it to be used under the direct control of the fire service.  Environmental building requirements

Each landing entrance used for firefighting purposes has a fire protected lobby. In case there are other elevators in common shaft, they shall fulfill same fire resistance requirements as firefighter elevator unless there is intermediate fire wall to separate the firefighter elevator from other elevators The source of the secondary power supply shall be located in a fire protected area The firefighter elevator primary and secondary electrical power supply cables shall be fire protected and separated from each other. Fundamental firefighter elevator requirements

Elevator shall serve every floor of the building Size of elevator car shall never be less than 1100mm wide by 1400mm deep with a rated load of 630kg Minimum clear entrance width to the car shall be 800mm Elevator shall reach the furthest floor from service access level within 60s from after the closing of the elevator door. As firefighter elevator has to be able to operate with secondary power supply, it is cost wise beneficial to minimize speed in case of generator or battery use. Generator or battery use can rarely receive the regenerated energy, which causes the need of braking resistor. Safety requirements

Landing control devices and indicator shall continue to function in an ambient 0 0 temperature range of 0 C to 65 C for a period of 2h at least Electrical equipment which is located less than 1m above the elevator pit floor shall be protected IP67, socket outlet and lowest lamp shall be located at least 0,5m above the highest permissible water level in pit Equipment in machinery spaces outside of the shaft and in the elevator pit shall be protected from malfunction caused by water. Negotiations shall be made with the builder so that machine room is water protected. Water level need to be maintained not to rise above the level of the fully compressed car buffers and from reaching equipment which could create an elevator malfunction. Negotiations shall be made with builder to provide suitable means in the elevator pit

27

 Rescue trapped firefighters in the elevator shaft

Emergency trap door shall be provided in the roof of the car measuring a minimum of 0,5x0,7m with the exception of 630kg elevator where the trap door shall be at least 0,4x0,5m From outside the car: ladder (fixed, portable or rope ladder) or safety rope systems and safe accessibility to car roof must be provided (not to be obstructed by a permanent fixture or lighting) from every landing door. Note that the local authorities defined the acceptable means. Safe fixing points for the rescue means must be provided in the vicinity of each landing. Accessibility to the rescue means must be ensured with builder. The required material is normally supplied by the builder. From inside the car: rescue method from outside of car to the nearest landing door must exist. Rigid / extendable ladders (max extended length up to 4m with KONE standard ladders) will be provided on request by KONE in the car (stored in a cabinet outside the car and electrically interlocked to the car) Where a ladder is provided, its minimum length shall be such that when the elevator stays flush with landing, the landing door lock of the next upper landing level can be reached. Where it is not possible for such a ladder to be installed on the car a permanently installed ladder fixed to the shaft shall be used. Control systems

Firefighter elevator switch shall be located in the lobby intended to be used as the firefighters service access level (within 2m horizontally from the firefighter elevator, at a height 1,8 – 2,1m above FFL). It shall be marked with a firefighters elevator pictogram. Priority recall to the firefighter elevator (phase 1) and use of the elevator under firefighters control (phase 2) shall be in accordance with the standard description. Power supply

Power supply system shall consist of primary and secondary supply Secondary power supply shall be sufficient to run the firefighters elevator at rated load and satisfy the time requirement A correction run is not necessary in case of change over of electrical supplies Car and landing controls

The car and landing controls shall not register false signal from the effects of heat, smoke or moisture The car and landing controls, car and landing indicators shall be protected at least IPX3 The landing control panels shall be protected to at least IPX3 unless they are electrically disconnected to initiation of firefighter elevator switch In addition to the normal floors level markings in the elevator car these shall be a clear indication of the fire service access level on or adjacent to the car button for the fire access level, using the fire fighting pictogram

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Fire service communication

Firefighter elevator shall have a “hands free” intercom system for interactive two way speech communication, between the firefighter elevator car, fire service access level and machine room (or MAP in case of machine room-less elevator) The wiring for the communication systems shall be installed within the elevator shaft.

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 EN 81-73: 2005 Standard – Behavior of lifts in event of fire Scope of EN81-73

This European Standard specifies the special provisions and safety rules to ensure the behavior of lifts in the event of fire in a building, on the basis of a signal(s) from the fire alarm detection system to the lift(s) control system. It applies to new passenger lifts and goods passenger lifts. However, it may b e used as a basis to improve the safety of existing passenger and goods passenger lifts. This standard gives various options for control of the lift in the event of a fire in a building. This standard does not apply to: lifts which remain in use in the event of fire e.g. firefighters’ lifts as defined in EN 81-72: 2003 the use of lifts for the evacuation of a building and a fire in the well  Behavior of the lift on the receipt of a fire detection signal

5.3.1 When a signal indicating a fire is received from the automatic fire detection and alarm system or from the manual recall device the lift shall react as follows: a) all landing controls and car controls including the “door re-open button” shall be rendered inoperative and b) all existing registered calls shall be cancelled c) the lift shall follow the automatic command initiated by the received signal in the following way: 1) a lift with automatic power operated doors, when parked at landing, shall close the doors and travel non-stop to the designated landing 2) a lift with manually operated or non-automatic power operated doors, if parked at a landing with open doors, shall remain immobilized at that landing. If the doors are closed, the lift shall travel non-stop to the designated landing. 3) a lift travelling away from the designated landing shall make a normal stop and reverse its direction at the nearest possible landing without opening the doors and return to the designated landing; 4) a lift travelling towards the designated landing shall continue its travel non-stop to the designated landing; 5) a lift, in the event of becoming blocked due to the operation of a safety device, shall remain immobilized. 5.3.7

The lift will automatically be reset to normal operation by: a) an electrical signal from the automatic fire detection system when it is

reset or b) the reset of the manual recall device designed in such a way that this reset can be done only by authorized persons. To enable the lift to be placed back into normal service even if the fire detection (alarm) system is still activated a signal to the lift in the form of a potential free normally open contact shall be provided by the owner following negotiations with the installer.

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 EN81-58: 2003 Standard – Lift Landing Doors Fire Resistance Test Scope of EN81-58

This European Standard specifies the method of test for determining the fire resistance of lift landing doors which may be exposed to a fire from the landing side. The procedure applies to all types of lift landing doors used as a means of access to lifts in buildings and which are intended to provide a fire barrier to the spread of fire via the lift well The procedure allows for the measurement of the integrity and if required the measurement of radiation and thermal insulation. No requirements other than the verification that the specimen is operational, are included for mechanical conditioning before the test as these are included in the relevant product standard. Certification

According to EN81-58 the specification of the door, the evaluation and the results of the test etc are described in details in a test report. As a summary a type examination certificate similar to that in EN81-1/2 annex F.0.2 can be issued by the test laboratory or manufacturer which includes the name of the test laboratory, the type of door, the certification number, the name and address of the manufacturer, the references of the test method standard, the class of the door, the field application etc. This certificate is clearly not an EC type examination certificate. Criteria of performance

For testing doors use the following main criteria to assess the performance of a product are: Integrity (E): The main criterion for judging the performance of the test specimen is that of integrity. For lift landing doors the integrity criterion is satisfied as long as the leakage rate per meter width of the door opening does not exceed 3 3m  /(min.m), not taking into account the first 14min of the test. Integrity shall be considered to have been lost by the occurrence of sustained flaming. Sustained flaming is flaming for more than 10s. Insulation (I): If insulation requirements apply the insulation criterion is no 0 longer satisfied when the average temperature rise exceeds 140 C. The maximum temperature rise on the door leaf, over panel and side panel 0 with a width ≥ 300mm shall not exceed 180 C. When vertical member and / or over panels have a width (vertical members) or height (over panels) of between 100mm and 300mm then the maximum temperature rise of these members shall not exceed 0 360 C. Radiation (W): If radiation requirements apply the radiation criterion is 2 satisfied until the measured radiation exceeds the value of 15KW/m , measured as specified in EN1363-2. While for EN81-58 radiation (W) and Insulation (I) aspects are essentially similar – with minor variations – to EN1634-1 and/or to most actual national standards, the integrity (E) criteria measurement substantially differs as it is meant to measure the gas flow from apertures.

31

8

 ISO 4190-1: 1999 Standard  – Class I, II, III & VI lifts Class I, II and VI lifts – Functional dimensions of cars and recommended PH & SH

Parameter Height of car, h4 Height of car door and landing doors, h3

Pit depth, d3

Headroom, h1

Rated speed (m/s)

Lifts in residential buildings 320 kg

450 kg

630 kg

General purpose lifts

1000 kg

630 kg

800 Kg

1000/1275 kg

2200

1275 kg

2300

2000 0.409 0.63 1.00 1.60 2.00 2.50 3.00 3.50 4.0010  5.008  6.008 0.407 0.63 1.00 1.60 2.00 2.50 3.00 3.50 4.008  5.008  6.008

Intensive use lifts 1600 kg

1800 kg

2400

2100 1400

c 1400

c c c

c

1600 c c

1750 2200

1750 2200 3200 3400 3800 3800 4000

c (Non standard configuration)

c c c

3600 3600 3700 3800 4300 5000

c 3800

4200

4000

4200 4400 5200

c c

5000

c

c 5500 5500 5700 5700 5700 6200

Class III lifts – Functional dimensions of cars and recommended PH & SH

Parameter

Rated speed (m/s)

Health care lifts 1275 kg

1600 kg

Height of car, h4  Height of car door and landing doors, h3 Pit depth, d3

Headroom, h1

2000 kg

2500 kg

2300 2100 0,63 1,00 1,60 2,00 2,50 0,63 1,00 1,60 2,00 2,50

1600 1700 1900 2100

1800 1900 2100 2300 2500

8

4400

4600

4600 5400

4800 5600

ΕΛΟΤ 899.1 equivalent standard  For hydraulic lifts only 10  Assumes advantages taken of reduced stroke buffering 9

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2000 kg

Class I – Residential lifts

700mm ENTRANCES Car height 2200mm Entrance height 2000mm

SERIES A 800mm ENTRANCES Car height 2200mm Entrance height 2100mm

SERIES B 900mm ENTRANCES Car height 2200mm Entrance height 2100mm

 Notes 1. Lifts suitable for speeds up to and including 2,5m/s 2. The selection of either series A or B depends on national regulations or market requirements 3. Both series A and B fulfill handicap requirements and carry the symbol. However the selection of either an 800mm or 900mm doors is subject to individual national regulations 4. Even though counterweights are shown in the diagrams the dimensions apply to all lifts irrespective of the drive system a)

Dimensions of stretcher 600mm x 2000mm

33

Class I – General purpose lifts

Car height Entrance height

2200mm 2100mm

Car height 2300mm Entrance height 2100mm

SERIES A 800mm ENTRANCES

SERIES B 900mm ENTRANCES

SERIES C 1100mm ENTRANCES

 Notes 1. Lifts suitable for speeds up to and including 2,5m/s. When higher speed is used add 100mm to the well width and depth. 2. The selection of either series A, B or C depends on national regulations or market requirements 3. Series A, B and C fulfill handicap requirements and carry the symbol. However the selection of either an 800mm or 900mm doors is subject to individual national regulations 4. Lifts marked thus allow full maneuverability of wheelchair.

34

Class VI – Intensive use lifts

Car height Entrance height

2400mm 2100mm

 Notes 1. sizes. 2.

Lifts suitable for speeds 2,5m/s up to and including 6,0m/s because of having larger well

a)

Only for lifts 1275kg rated load and 2,50m/s rated speed.

Lifts marked thus

allow full maneuverability of wheelchair.

35

ClassIII – Health care lifts

Car height Entrance height

2300mm 2100mm

 Notes 1. Lifts suitable for speeds up to and including 2,5m/s. When higher speed is used add 100mm to the well width and depth. 2. Well dimensions shown in brackets are valid for hydraulic lifts. 3. Lifts marked thus allow full maneuverability of wheelchair. 4. Even though are shown in the diagrams, the dimensions apply to all lifts irrespective of the drive system. a) b) c)

Bed dimensions 900mmx2000mm Bed dimensions 1000mmx2300mm Bed dimensions 1000mmx2300mm, with additional instruments

36

VDI 4707: 2008 Guideline – Lifts Energy efficiency Scope

This guideline applies to the assessment and rating of the energy efficiency of new lifts for people and goods. It may also be referred to, in order to establish retrospectively the energy efficiency of existing lifts as well as to check manufacturers’ energy demand figures and to determine prospective power consumption. The purpose of this guideline is to allow a universally comprehensible and transparent assessment of the energy efficiency of lifts based on methods for evaluating and testing their energy demand. This provides builders, architects, planning consultants, assembly and maintenance companies and operators as well as supervisory bodies with the opportunity, to include also the energy demand of lifts in their assessment of the energy efficiency of buildings and select beneficial products. This guideline provides the basis for an energy rating of lifts within the framework of the overall energy efficiency of buildings. The result may be illustrated by attaching an energy certificate for lifts and forwarding to the operator as a supplement to the operating documentation. Characteristic values

The energy demand of lifts can be expressed as a specific demand value, in which by means of: stand by demand travel demand a specific value for the required energy per kg nominal load and distance traveled in metres, Eeff  is   is determined in mWh/(kgm). This specific value of energy demand allows the energy efficiency of lifts of different types of design and construction to be compared. • •

 Energy efficiency efficiency classes

Lifts are assigned to energy efficiency classes according to their own specific demand. Seven energy efficiency classes are defined, labeled with the letters A to G, whereby energy efficiency class A corresponds to the best energy efficiency. ≤50 ≤100 A B  Energy demand classes for standby Output in W Class

Spec. Energy consumption in mWh/mkg Class

≤200 C

≤400 D

≤800 E

≤1600 F

>1600 G

≤0,8

≤1,2

≤1,8

≤2,7

≤4,0

≤6,0

>6,0

A

B

C

D

E

F

G

 Energy demand classes for travel

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Energy efficiency class A B C D E F G

Specific energy demand in mWh/(kgm) Usage category 2 3 ≤1,01 ≤0,90 ≤1,62 ≤1,39 ≤2,63 ≤2,19 ≤4,37 ≤3,48 ≤7,33 ≤5,56 ≤12,67 ≤9,11 >12,67 >9,11

1 ≤1,45 ≤2,51 ≤4,41 ≤7,92 ≤14,41 ≤26,88 >26,88

 Energy efficiency classes

4 ≤0,84 ≤1,28 ≤1,97 ≤3,04 ≤4,67 ≤7,33 >7,33

11

Usage category

Besides its type of construction the total energy demand of a lift depends essentially on its usage. Depending on the type of building, the use of the lift and the number of users, this guideline specifies four (4) usage categories, which are distinguished in particular by the average travel time per day. Depending on the proportions of time of standby demand and travel demand, various specific energy demand values are given for the four (4) usage categories and in part therefore, also different energy efficiency classes. The following table lists the average durations of usage for the four (4) usage categories and typical examples of lifts in these usage categories. Usage category Usage intensity / frequency Average travel time in 12 hours per day Average standby time in hours per day Typical types of buildings and use

•

•

• •

1 low seldom 0.5 (≤1)

2 medium occasionally 1.5 (>1-2)

3 high frequently 3 (>2-4.5)

4 very high very frequently 6 (>4.5)

23.5

22.5

21

18

Residential block with up to 20 dwellings Small office & administrative building with 2 to 5 floors Small hotels Goods lift with little operation

•

•

•

•

Residential block with up to 50 dwellings Medium sized office & administrative building with up to 10 floors Medium sized hotels Goods lift with medium operation

•

•

• •

•

Residential block with more than 50 dwellings Tall office & administrative building with more than 10 floors Large hotels Small to medium sized hospital Goods lift in a production process with a single shift

•

• •

Office & administrative building over 100m in height Large hospital Goods lift in a production process with several shifts

Usage categories for lifts according to VDI 4707

11

 The tabulated values have been derived for a lift with a nominal load of 1000kg and a nominal speed of 1m/s from combining the consumption values in energy demand classes for standby table and energy demand classes for travel table with the same class in each case (e.g. travel class A + standby class A = total efficiency class A, travel class D + standby class D = total efficiency class D) 12  May be determined from the average number of trips and average trip duration

38

 Determination of figures figures and characteristic characteristic values

The standby demand may be determined by measurement or adding up the individual demand values, as far as they are sufficiently known. The standby demand is determined ten (10) minutes after the last trip tri p has ended. The travel demand is determined for a reference trip. A reference trip consists of travel over the whole vertical rise with an empty car upwards and downwards and includes the movement of the doors. The reference trip with an empty car applies to common lifts that use traction drive and a counterweight compensation of 40% to 50% or hydraulic or drum drive with a small or no compensation weight. For lifts with a different compensation weight the energy demand must be determined for travel with a collective load. This includes: 40% trips with an empty car 30% trips with 1/3 loading 30% trips with 2/3 loading • • •

 Examples (Annex (Annex C) Lift in a residential building: Lift A is to be used in a residential building having the following characteristic values: • 5 floors • 20 dwellings • 12m vertical rise • Approx. 200 trips per day The estimated number of trips per day and an average trip distance of 6m give a daily travel time of 0,33h. This means the lift falls into usage category 1 (low usage). For this purpose the lift manufacturer offers a standard hydraulic lift with a nominal velocity of 0,63m/s and a nominal load of 630kg. For the equipment desired by the customer (lighting, displays etc) and the electrical components envisaged for the lift, the lift manufacturer determines a standby demand of 31W. This corresponds to energy efficiency class A for standby demand. From measurements on other comparable installations, we know that the lift system with an indirect hydraulic drive and rucksack suspension has a specific travel demand of 6,83mWh/(kgm) and therefore falls into energy efficiency class G for travel demand. We assume an average travel time of 0,5h per day in usage category 1. Ignoring acceleration and deceleration periods, the lift would cover a distance of 1.134m per day at a nominal velocity of 0,63m/s. This gives an energy demand of: 13 EFT = 6,83mWh/(kgm) x 1.134m x 630kg = 4,88KWh/d  and E ST = 31W x 23,5h = 14 0,73KWh/d The total energy demand per day, therefore, amounts to: E Ttot = 4,88KWh + 0,73KWh = 5,61KWh/d.

13

 Energy demand for travel  Energy demand for standby

14

39

If this value is again divided by the distance traveled per day and the nominal load, this gives a specific energy demand value for the lift of: E Aspec  = 5,61KWh / (1.134m x 630kg) = 7,85mWh/(kgm). This means the lift is overall in energy efficiency class D. For a different usage of the same lift the demand values and classes would be given according to the table C1.

Travel time per day in h Energy demand for travel per day in KWh Standby time per day in h Energy demand in standby in KWh Total energy demand per day in KWh Specific energy demand in mWh/(kgm) Energy effiency class

Usage category 2 3 1,5 3,0

1 0,5

4 6,0

4,88

14,64

29,28

58,55

23,5

22,5

21,0

18,0

0,73

0,70

0,65

0,56

5,61

15,34

29,93

59,11

7,85

7,16

6,98

6,90

D

E

F

F

Table C1: Different energy efficiency classes of the same lift for various usage categories

Lift in an office building: Lift B is to be used in an office building having the following characteristic values: • 15 floors • 500 employees as well as large number of visitors • 49m vertical rise During the design stage, lifts in a group of 3 with a nominal load of 1.000kg and nominal velocity of 2,5m/s are specified. Calculating the amount of traffic gives 1.200 trips per day with an average distance traveled of 20m for each lift. This gives an average travel time of 2,67h per day, which means the lift falls into usage category 3 (heavy usage). For the equipment desired by the customer (lighting, displays etc) and the electrical components envisaged for the lift, the lift manufacturer determines a standby demand of 750W. This corresponds to energy efficiency class E for standby demand. From measurements on other comparable installations, we know that the lift system with a gearless drive and recuperation has a specific travel demand of 0,95mWh/(kgm) and therefore falls into energy efficiency class B for travel demand. We assume an average travel time of 3h per day in usage category 3. Ignoring acceleration and deceleration periods, the lift would cover a distance of 27.000m per day at a nominal velocity of 2,5m/s. This gives an energy demand of: E FT = 15 0,95mWh/(kgm) x 27.000m x 1.000kg = 25,65KWh/d   and EST  = 750W x 21h = 16 15,75KWh/d The total energy demand per day, therefore, amounts to: E Tges = 25,65KWh + 15,75KWh = 41,4KWh/d.

15

 Energy demand for travel  Energy demand for standby

16

40

If this value is again divided by the distance traveled per day and the nominal load, this gives a specific energy demand value for the lift of: E Aspec  = 41,4KWh / (27.000m x 1.000kg) = 1,53mWh/(kgm). This means the lift is overall in energy efficiency class C. For a different usage of the same lift the demand values and classes would be given according to the table C2.

Travel time per day in h Energy demand for travel per day in KWh Standby time per day in h Energy demand in standby in KWh Total energy demand per day in KWh Specific energy demand in mWh/(kgm) Energy effiency class

Usage category 2 3 1,5 3,0

1 0,5

4 6,0

4,28

12,83

25,65

51,30

23,5

22,5

21,0

18,0

17,63

16,88

15,75

13,50

19,56

29,71

41,40

64,80

5,29

2,20

1,53

1,20

D

C

C

B

Table C2: Different energy efficiency classes of the same lift for various usage categories

41

 Protection category in accordance with DIN 40050 & IEC529 DIN 40050 deals with the protection of electrical equipment by means of enclosures, covers, etc. and applies to the following: i. Operator protection against contact of electrified or moving parts within the enclosure and protection of working parts against intrusion of foreign objects (contact and foreign object protection) ii. Protection of working parts against the entry of water (water protection) iii. Abbreviations for the internationally agreed protection categories. The protection categories are given in the form of an abbreviation, which consists of 2 constant letters IP and 2 identify numbers

Contact and foreign object protection categories st

1  Identity No 0 1 2 3 4

5

6

Protection Category

No special protection Protection against the entry of solid foreign objects, having a 17 diameter larger than 50mm (large foreign object) Protection against the entry of solid foreign objects, having a diameter larger than 12mm (medium sized foreign object) Protection against the entry of solid foreign objects, having a 18 diameter larger than 2,5mm (small foreign object) Protection against the entry of solid foreign objects, having a diameter larger than 1mm (grain-type foreign object) Protection against harmful dust deposits. The entry of dust is not totally prevented but the entry of dust is not allowed in such quantities that the operation of equipment will be impaired (dust protection). Complete contact protection. Protection against the entry of dust (dustproof). Complete contact protection

17

 With operating equipment, having a protection category of 1-4, entry of evenly or unevenly formed foreign objects which is larger than the corresponding diameter value is prevented 18   For protection categories 3 & 4, the use of this table is dependent upon the decision of the appropriate committee for operating material with drainage holes or cooling vents

42

Water protection categories nd

2  Identity No 0 1 2 3 4 5 6 7 8

Protection Category

No special protection Protection against vertically falling drip water. No harmful effects are allowed (drip water) Protection against vertically falling drip water. When enclosure is 0 tipped up to an angle of 15  from its normal position, there should be no harmful effects (drip water falling at an angle) 0 Protection against drip water that falls at an angle of up to 60  from the vertical. No harmful effects are allowed (atomized water) Protection against water which sprays against the equipment from all directions. No harmful effects are allowed (spray water) Protection against water from a hose which is directed on the enclosure from all directions. No harmful effects are allowed (hose directed water) Protection against strong seas or strong water jets. Entry of water into the enclosure in harmful amounts is not allowed (overflow) Protection against water when the enclosure is dipped in water under given pressure and time conditions. Entry of water into the enclosure in harmful amounts is not allowed (submersion) The enclosure for constant submersion in water under given 19 conditions which are determined by the manufacturer (submersion)

19

  This protection category normally means that the operating equipment is airtight. Under certain operating conditions, however, water can enter providing it produces no harmful effects.

43

 KONE MonoSpace® Standard  Elevator level information

Product range KONE Monospace Standard consists of the following main components: EuReCa 2.0 car KSS signalization Series 300 and 400 for low range buildings for customers with average expectations KSS signalization Series 500 and 600 and D-Series for customers with above average level of expectations regarding the visual quality and flexibility of the offering KSS signalization Series 130 targeted to EN81-71 regulation, which covers the regulation for vandal resistant elevators TM KONE Polaris  Destination Control System option KONE IDE300 solution KES201 (AMDV) base duty door system 20 KES600 (AMDY) mid duty door system 21 KES800 (AMDZ) heavy duty door system LCE control system EcoDisc machine 3 KDL16 / V F16 and KDL32 / V3F18 drive Range of KONE Monospace Standard core elevator platform: Rated load 320 – 1000kg Rated speed 1,00 / 1,60m/s Max. travel 55m Max. number of floors 16 Max. number of elevators in group 4 Max. duty cycle 180starts/h ED40% 200.000starts/year – 400.000starts/year Door type side opening (2S) center opening (CO) Door width 700 – 750 – 800 – 900 – 1000 – 1100mm Door height 2000 – 2100mm Max. sill load 40% of the rated load Car width 750 – 1600mm (step 50mm) Car depth 1000 – 2100mm (step 10mm) Car height 2100 – 2200 22 Max. interfloor distance   11.000mm 23 Min. interfloor distance 2550mm / 2650mm

20

 Available with door panels with window (W) and full glass door panels (G) (standard car dimensions only, glass door panels (G) available for capacities greater or equal to 630kg side or center op ening 800 or 900mm, window door panels (W) available for capacities greater or equal 450kg side opening 900mm only) 21  Only for EN81-71 compliance 22  No limitation for number of interfloors up to 11.000mm, according to maximum travel 55m 23  2550mm for HH =2000mm and 2650mm for HH = 2100mm

44

 Basic Specifications KONE MonoSpace® (Standard)

Code number

PW04

PW05

Number of persons

Rated load (kg)

Door type

04

320

2S

05

400

2S

Entrance width LL (mm)

700

Car internal dimensions (mm)

Nominal24 hoistway dimensions

BBxDD

WWxWD

750x1100

1350x1500

900x1000

1400x1400 1350x1600 (1350x1810) 1450x1500 (1400x1710) 1500x1500 (1450x1710) 1500x1650 (1500x1860) 1650x1650 (1650x1860) 1500x1700 (1450x1910) 1650x1700 (1650x1910)

700

800x1200

700

950x1100

800

950x1100

800 1000x1250 900 PW06

06

480

2S 800 950x1300 900 2S

800

08

630

800

1100x1400

CO 900 PW10

10

PW12

12

800

CO

800 900

2S

900

CO

800 900

900

1350x1400

1400x1500

800 2S

900 1000 800

PW13

13

1100x2100

1000 900 CO

1000 900 1000 1100

24

PH (mm)

PH with c/w safety gear

1,00

1100

1400

1,60

1350

N/A

SH (mm)

CH+1300

min 3400

1650x1800 (1650x2010)

900 PW08

Rated speed (m/s)

1600x1400

1800x1700 (1800x1810) 2000x1700 (2000x1810) 1900x1800 2000x1800 2000x1950 (2000x2110) 2000x1850 (2000x1910) 1650x2500 (1650x2710) 1650x2500 (1650x2710) 1800x2500 1800x2400 (1800x2510) 2000x2400 (2000x2510) 2200x2400 (2200x2510) 2150x1850 2200x1850 2400x1850

These dimensions are not the minimum but include a tolerance of ±25mm and refer to frame type doors

45

CH+1570

min 3700

General layout drawing

 Lifting hooks in shaft ceiling

 Reaction forces to wall Rated load (kg) 320 400 480 630 800 900 1000

P (KN) 2.8 3.2 3.5 4.4 5.3 5.5 5.9

S (KN) 0.9 1.0 1.1 1.4 2.2 2.3 2.4

46

 Motor output Capacity

PW04…06

PW07…08

PW09…13

1,00

MX05 2,8KW

MX06 3,7KW

1,60

MX05 4,5KW

MX06 5,9KW

MX10 5,7KW MX10

Speed (m/s)

Capacity Speed (m/s)

25

st

09….10

11…12

13

8,5KW

9,5KW

10,5KW

PW04…06 PW07…08 PW09…13 25 Typical annual energy consumption (KWh/starts/year)

1,00

1.500KWh 2.200KWh

2.400KWh 3.000KWh

1,60

1.900KWh 2.400KWh

4.800KWh 5.700KWh

nd

 1  number per 100.000starts/year and 2  number per 200.000starts/year

47

3.500KWh 4.400KWh 09..10 11..12 5.500KWh 6.700KWh

5.600KWh 6.900KWh

13 5.700KWh 7.100KWh

 KONE MonoSpace® Special  Elevator level information

Product range KONE Monospace Special consists of the following main components: MCD car (always with car sling) KSS car and landing signalization AMD door system KES200 (base duty – up to 200.000cycles/year) KES600 (mid duty – up to 400.000cycles/year) KES800 (high duty – more than 400.000cycles/year) LCE control system EcoDisc machine 3 3 V F16L and V F18L drives Range of KONE Monospace Special core elevator platform: Rated load 320 – 2500kg Rated speed 1,0m/s (320….2500kg) 1,6m/s (400….2275kg) 2,0m/s (630….2000kg) 2,5m/s (1000….2000kg) Max. travel 55….70/90m 26 Max. number of floors 16 - 36 Max. number of elevators in group 4…6 Max. duty cycle 180starts/h ED 40% 240starts/h ED 60% 200.000….400.000starts/year Door type side opening (2S) center opening (CO) Door width 700 – 1500mm (step 100mm) Door height 2000 – 2300mm (step 100mm) Max. sill load 40% of the rated load Car width 900 – 2350mm (step 50mm) Car depth 1000 – 2700mm (step 10mm) Car height 2100 – 2300mm (step 100mm) 27 Max. interfloor distance   11.000mm 28 Min. interfloor distance HH +450mm

26

 16 with KSC30*/42*/47*, 21 with KSC D2*, 24 with KSC133/ D4*, 36 with KSC67*/97*  No limitation for number of interfloors up to 11.000mm, according to maximum travel 55m 28  HH = door height in mm 27

48

 Basic Specifications KONE MonoSpace® (Special)

Number of persons

Rated load (kg)

Door type

PW04

04

320

2S

PW05

05

400

2S

Code number

Entrance width LL (mm)

700 700 800

Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

900x1000

1450x1400 1500x1500 (1500x1710) 1500x1700 (1500x1910) 1650x1700 (1650x1710)

950x1100

800 PW06

06

480

2S

950x1300 900

2S

800

08

630

800

1100x1400

CO 900 PW10

PW12

10

12

800

CO

800 900

2S

900

900

800

1350x1400

1400x1500

CO 900 2S

800 900 1000 800

PW13

13

1000

1100x2100

900 CO

2S

1000 900 1000 1100 800 900

1600x1400

1000 800 PW15

15

1150

1200x2100

900 CO

1000 900 1000 1100

SH (mm)

1,00

1300

1500

CH+1400

1,00

1400

1500

CH+1450 min. 3750

1,60

1550

1700

CH+1600 min. 3750

2,00

1600

1800

CH+1800 min. 4100

1650x1800 (1650x2010)

900 PW08

PH (mm)

PH with c/w safety gear

Rated speed (m/s)

1600x1550

49

1800x1700 (1800x1810) 2000x1700 (2000x1810) 1900x1800 2000x1800 1950x1900 (1950x2110) 1950x1850 (1950x1910) 2000x1850 (200x1910) 1650x2500 (1650x2710) 1800x2500 1800x2400 (1800x2510) 2000x2400 (2000x2510) 2200x2400 (2200x2510) 2150x1850 2200x1850 2400x1850 1750x2500 (1750x2710) 1800x2500 (1800x2710) 1800x2400 (1800x2510) 2000x2400 (200x2510) 2200x2400 (2200x2510) 2150x1850 2200x1850 2400x1850

 Basic Specifications KONE MonoSpace® (Special)

Code number

29

PW17  

Number of persons

Rated load (kg)

Door type

Entrance width LL (mm)

CO 17

1275

CO 21

PW24

24

PW26

26

PW30

30

PW33

33

Minimum hoistway dimensions

BBxBD

WWxWD

2000x1400

2700x2000

1100 2S

PW21

Car internal dimensions (mm)

1100

PH (mm)

1,00 1200x2300

2000x2700

2100x1600

2800x2100

1600 1800

Rated speed (m/s)

1,60 2S

1300

1400x2400

2300x2800

CO

1200

2350x1600

3050x2100

CO

1200

2350x1700

3050x2150

2S

1300

1500x2700

2300x3100

2S

1200 1300

1700x2600

2450x3050 (2450x3210)

1300 1400

1800x2700

2,00

2000

2275

2500

2S

2550x3150 (2550x3310)

2,50

CH+1450 min. 3850

CH+1600 min. 3850

CH+2000 min. 4200

CH+2300 min. 4500

1600

CH+1450 min 3850

1,60

1950

CH+1600 min 3850

1,00

1600

CH+1450 min 3850

Healthcare elevators available for c apacities ≥ 1275kg with 2S doors and speeds 1,00 – 1,60 and 2,00m/s.

50

1700 1700 1800 1900 2000 2000 2050 2150 2400 2400 2400 2500

1600 1600 1650 1750 1900 2000 2100 2200 2050 2250 2350 2450 2400 2550 2650 2750

SH (mm)

1,00

General layout drawing

29

1600

PH with c/w safety gear

 Lifting hooks in shaft ceiling Elevator type Hook No 1 2 3 4 5

Hook force “R” KN 320 … 1000kg 1,6m/s

630 … 1150kg 1,6 & 2m/s

20 20 20 -

20 20 20 20 -

1275 … 2500kg

1275 … 2500kg

C-Series

H-Series

40 15 15 15

40 15 15

 Reaction forces to wall Rated load (kg) 320 400 480 630 800 900 1000

P (KN) 2.8 3.2 3.5 4.4 5.3 5.5 5.9

S (KN) 0.9 1.0 1.1 1.4 2.2 2.3 2.4

1150

6,5

2,6

1275

7,8

5,6

1600

8,0

5,7

1800

7,4

5,4

2000

9,0

6,4

2275

9,3

6,6

2500

9,6

6,8

51

 Motor output Capacity

PW04 PW05 PW06

PW08

1,00

MX05 2,8KW

MX06 3,7KW

1,60

MX05 4,5KW

Speed (m/s)

PW10

PW12

4,6KW

5,2KW

PW17

PW21

PW24

PW30

PW33

5,8KW

6,6KW

7,4KW

9,2KW

10,4KW

11,5KW

13,1

14,4KW

11,8KW

14,8KW

9,2KW

10,6KW

16,6KW

18,5KW

21,0KW

14,7KW

18,5KW

11,5KW

13,3KW

20,8KW

23,1KW

14,4KW

16,6KW

18,4KW

23,1KW

26,0KW

28,9KW

PW13

PW15

PW17

PW21

PW24

PW26

MX10/11

5,9KW

7,4KW

7,3KW

9,2KW

8,3KW

10,4K W

PW26

MX20

MX10/17

MX20

2,50 PW04 PW05 PW06

PW08

PW10

PW12

PW30

PW33

6700

Typical annual consumption (KWh/starts/year)

Speed (m/s)

1,00

1.500 2.200

2.400 3.000

1,60

1.900 2.400

4.800 5.700

5.500 6.700

6000

6700

2,00

PW15

MX10/20

2,00

Capacity

PW13

3.500 4.400 5.600 6.900

5.700 7.100

7000

2,50

4500 6300

5200 7100

5800 8000

6600 9300

6800 9700

6700

4500 6400

5500 7600

6100 8600

8800

7100

7300

5200

6700

6700

9200

7100

6700

9600

7100

5700

52

 KONE MiniSpace®  Elevator level information

Product range KONE MiniSpace consists of the following main components: MCD car (always with car sling) KSS car and landing signalization AMD door system KES600 (mid duty – up to 400.000cycles/year) KES800 (high duty – more than 400.000cycles/year) LCE control system EcoDisc machine 3 V F25, V3F25-MLB and KDH drives Range of KONE Minispace core elevator platform: Rated load 630 – 4000kg Rated speed 1,0m/s ...... 8m/s Max. travel 400m Max. number of floors 126 Max. number of elevators in group 8 Max. duty cycle 240starts/h ED 60% 400.000starts/year Door type side opening (2S) center opening (CO) Door width 800 – 900 – 1000 – 1100 – 1200 – 1300mm 1400 – 1500 – 1600 – 1700 – 1800 – 1900mm 2000 – 2100 – 2200mm Door height 2000 – 2100 – 2200 – 2300 – 2400mm Max. sill load 40% Q≤2500kg or 60% Q>2500kg Car width 1100 – 2100mm Car depth 1400 – 3200mm Car height 2100 – 2700mm (step 100mm) 30 Max. interfloor distance   11.000mm 31 Min. interfloor distance HH +450mm

30

 If the interfloor distance is more than 5000mm then one dummy floor is required. If the interfloor distance is more than 11.000mm then at least one emergency door is required 31  HH = door height in mm

53

 Basic Specifications KONE MiniSpace®

Code number

Number of persons

Rated load (kg)

Door type

Entrance width LL (mm)

Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

Counterweight side-drop 800 2S 900 PW08

08

630

1100x1400 800 CO 900 800 2S 900

PW13

13

1000

1100x2100 800 CO 900

PW17

17

1275

2S

1100

1200x2300

PW21

21

1600

2S

1300

1400x2400

PW26

26

2000

2S

1300

1500x2700

PW33 PW40 PW46 PW53

33 40 46 53

2500 3000 3500 4000

4CO 4CO 4CO 4CO

1400 1800 1800 2100 2100

PH (mm)

1,0

1250 1350 1550

CH+1600 CH+1600 CH+1750

1,6

1300 1400 1600

CH+1650 CH+1650 CH+1850

2,0

1500 1550 1850

CH+1850 CH+1850 CH+2050

2,5

2000 2150 2200

3,0

2700 2800 3850

2500x3150 (2500x3310)

3,5

1800x2700

2900x3200 (2900x3310)

4,0

1800x3000 2100x3000 2100x3200

3100x3200 3100x3500 3500x3500 3500x3700

1300 2S

1600x1800 (1600x2010) 1650x1800 (1650x2010) 1800x1800 (1800x1810) 2000x1800 (2000x1810) 1600x2500 (1600x2710) 1650x2500 (1650x2710) 1800x2500 (1800x2510) 2000x2500 (2000x2510) 2000x2700 (2000x2910) 2300x2800 (2300x3010)

PH with c/w safety gear

Rated speed (m/s)

3650 3650 3900 3850 3850 3950

   l   a   n   o    i   s   s   e    f   o   r   p   s   e    l   a   s

   E    N    O    K   r   u   o   y    t   c   a    t   n   o   c   e   s   a   e    l    P

SH (mm)

CH+2100 CH+2100 CH+2250

CH+2600 CH+2800 CH+3250 CH+2800 CH+2800 CH+3250 CH+3100 CH+3100 CH+3250

5,0

4600 4600 4650

6,0

4750 4750 4750 4800

CH+3250 CH+3300 CH+3550 CH+3050

7,0

5100

CH+4800 CH+5300

8,0

5750

CH+5600 CH+6100

CH+3150 CH+3150 CH+3350

Counterweight back-drop

PW10

10

800

CO

PW13

13

1000

CO

PW17

17

1275

CO

800 900 800 900 900 1100 1100

PW21

21

1600

CO

1100

2100x1600

2600x2200

PW24 PW26

24 26

1800 2000

CO CO

1200 1200

2350x1600 2350x1700

3000x2200 3000x2350

PW08

08

630

CO

2000x1400

1800x2150 2000x2150 1800x1900 2000x1900 2000x1900 2400x1900 2500x2000

1100x1400 1350x1400 1600x1400

54

General layout drawing

 Reaction forces to wall Rated load (kg) 630 800 1000 1275 1350 1600 1800

P (KN) 1.5 1.8 1.8 2.2 2.3 2.6 3.0

S (KN) 0.7 0.8 1.3 1.4 1.4 1.5 1.6

2000

3.2

1.8

2500

3.3

2.6

3000

3.4

3.0

3500

4.3

3.3

4000

4.8

4.0

55

 KONE Scenic  Elevator level information

Product range KONE Scenic consists of the following main components: MCD car (always with car sling) KSS car and landing signalization AMD door system KES600 (mid duty – up to 400.000cycles/year) KES800 (high duty – more than 400.000cycles/year) LCE control system EcoDisc machine 3 V F25, V3F25-MLB and KDH drives Range of KONE Scenic core elevator platform: Rated load 800 – 1600kg Rated speed 1,0m/s – 2,0m/s Max. travel 55….70m Max. number of floors 24 Max. number of elevators in group 4 Max. duty cycle 240starts/h ED 60% 400.000starts/year Door type side opening (2S) center opening (CO) Door width 800 – 900 – 1000 – 1100mm Door height 2000 – 2100mm Max. sill load 40%xQ Car width 1100 – 1500 Car depth 1450 –2500mm Car height 2100 – 2700mm (step 100mm) 32 Max. interfloor distance   11.000mm 33 Min. interfloor distance HH +450mm

32

 If the interfloor distance is more than 5000mm then one dummy floor is required. If the interfloor distance is more than 11.000mm then at least one emergency door is required 33  HH = door height in mm

56

 Basic Specifications KONE Scenic

Code number

Persons / Rated load (kg)

10 / 800

13 / 1000

17 / 1275

21 / 1600

10 / 800

LL (mm)

900

BBxBD

WWxWD

1200x1700

1100

2350x1205

900

2000x1355

1100 1100 1300 1100 1300 900

1300x1900

1400x2100

1500x2350

1200x1700

1100 13 / 1000

900

1100

1300x1900

1100

1400x2100

13 / 1000

17 / 1275

21 / 1600

900

2750x1505 2350x1705 2750x1705 2000x1185

2000x1355

2350x1525

SH (mm)

3750

1150 1,0

-

1300 1550

3850

1650

3750

1500

980

1150 1,6

-

1320

2750x1525 1500x2300

1300 10 / 800

2350x1505

1500

2350x1355

1300 21 / 1600

2350x1355

PH (mm)

PH with c/w safety gear

1000

2350x1185

1100 17 / 1275

2000x1205

DR

Rated speed (m/s)

2350x1695

1700

3900

1800

4100

1490

2750x1695 1200x1600

2000x1155

1100

2350x1155

900

2000x1335

1300x1775

1100

2350x1335

1100

2350x1485

1400x2000

1300

2750x1485

1100

2350x1635

1500x2200

1300

2750x1635

57

950

1130 2,0

-

1280 1850 1430

4300

TM 

 KONE TranSys

 Elevator level information

Product range

34

KONE TranSys consists of the following main components: MCD car (always with car sling) KSS car and landing signalization AMD door system KES600 (mid duty, narrow frame & frame type) KES800 (high duty, narrow frame & frame type) LCE control system EcoDisc machine 3 V F16L drive Range of KONE TranSys Rated load Rated speed

TM

 core elevator platform: 1000 – 5000kg 0,5m/s 1,0m/s 1,6m/s (2500….3000kg) Max. travel 23m for TranSys & Vehicle/ 40m up to 4000kg Max. number of floors 12 (7 on one side) Max. number of elevators in group 2 (4 for Transys > 2000kg) Max. duty cycle 180starts/h 200.000starts/year Door type side opening (2S) centre opening (4CO & 6CO) Door width Side opening 1100 – 1400mm (100mm step) Centre opening 1200 – 3000mm (100mm step) Door height 2000 – 2900mm Max. sill load 40% of the rated load if Q≤2500kg 60% of the rated load if Q>2500kg 75% of the rated load for Vehicle Elevator 35 Car width 1000 – 3000mm depending on rated load 36 Car depth 1600 – 3500mm depending on rated load Car height 2100 – 2900mm Max. interfloor distance 11.000mm

34

  Further car and door dimensions and rated loads (max 5.000kg) are available on request. Please contact your local KONE sales co mpany. 35  Step 50mm 36  Step 50mm

58

 Basic Specifications – TranSys

Number of persons

Rated load (kg)

GW13

13

1000

GW21

21

1600

GW26 GW33 GW40 GW46 GW53 GW60

26 33 40 46 53 60

2000 2500 3000 3500 4000 4500

GW66

66

5000

Code number

Door type

2S 4CO 2S 4CO 4CO 4CO 4CO 4CO 4CO 4CO 4CO 6CO

Rated load (kg)

GW13

13

1000

GW21

21

1600

GW26 GW33 GW40 GW46 GW53 GW60

26 33 40 46 53 60

2000 2500 3000 3500 4000 4500

GW66

66

5000

Code number

Door type

2S 2S 4CO 4CO 4CO 4CO 4CO 4CO 4CO 4CO 6CO

 – Cars without front walls – Single Entrance Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

1300

1300x1750

1400

1400x2400

1500 1800 2000 2100 2100 2500

1500x2700 1800x2700 2000x2700 2100x3000 2100x3400 2500x3100

2500

2500x3500

2350x2250 2300x2250 2500x2800 2400x2800 2500x3100 3050x3100 3250x3100 3350x3400 3350x3800 3900x3500 3900x3900 3650x4000

Entrance width LL (mm)

 Basic Specifications – TranSys

Number of persons

TM 

CH (mm)

PH (mm)

PH with c/w safety gear

2100 2200 2300 2400 max 2700 max 2700

SH (mm)

3700 ≥1250

N/A

3800 3900 4000

N/A

4100

N/A

4500

PH with c/w safety gear

SH (mm)

N/A

3700 3800 3900 4000

N/A

4100

N/A

4500

SH (mm)

4750

1600 1750 2100

TM 

 – Cars without front walls – Double Entrance Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

1100

1100x2100

1400

1400x2400

1500 1800 2000 2100 2100 2400

1500x2700 1800x2700 2000x2700 2100x3000 2100x3400 2400x3300

2400

2400x3650

2050x2650 2500x2950 2400x2950 2500x3250 3050x3250 3250x3250 3350x3550 3350x3950 3750x3850 3750x4200 3550x4400

Entrance width LL (mm)

CH (mm)

2100 2200 2300 2400 max 2700 max 2700

PH (mm)

≥1250

1600 1750 2100

 Basic Specifications – KONE Vehicle elevators – Cars without front walls

Code number

Number of persons 37

Rated load (kg)

VW30

3000

VW40

4000

Door type

6CO

Entrance width LL (mm)

Car internal dimensions (mm)

BBxBD

2500

2500x5500

3000

3000x6000

37

Minimum hoistway dimensions

WWxWD

38

3700x6100 (3700x6400) 4200x6600 (4200x6900)

CH (mm)

PH (mm)

PH with c/w safety gear

max. 2700

≥ 2400 max. 2500

N/A

 In vehicle elevators the relationship between available car area and rated loads does not follow the limits specified in EN81-1 paragraph 8.2. Risk assessment is mandatory as per EN81-1 requirements. 38  Numbers in parenthesis refer to double entrance (through) type vehicle elevator car

59

 Basic Specifications – TranSys

Number of persons

Rated load (kg)

GW17

17

1275

GW21

21

1600

GW26

26

2000

Code number

GW33

33

2500

GW40 GW46 GW53 GW60

40 46 53 60

3000 3500 4000 4500

GW66

66

5000

Door type

2S 2S 4CO 2S 4CO 2S 4CO 2S 4CO 4CO 4CO 4CO 4CO 4CO 4CO 6CO

Rated load (kg)

GW17

17

1275

GW21

21

1600

GW26

26

2000

Code number

GW33

33

2500

GW40

40

3000

GW46 GW53 GW60

46 53 60

3500 4000 4500

GW66

66

5000

Door type

2S 2S 4CO 2S 4CO 2S 4CO 2S 4CO 4CO 2S 4CO 4CO 4CO 4CO 4CO 6CO

 – Cars with front walls – Single Entrance Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

1100

1200x2300

1300

1400x2400

1300

1500x2700

2100x2750 2400x2850 2350x2850 2400x3150 2400x3150

Entrance width LL (mm)

CH (mm)

2100 2200 2300

PH (mm)

≥1250

PH with c/w safety gear

N/A

2400

SH (mm)

3700 3800 3900 4000

1300 1800x2700

3000x3150

1400 1700 2000 1800 1800 2200

1800x2650 2000x2750 2100x3000 2100x3400 2500x3100

2200

2500x3500

 Basic Specifications – TranSys

Number of persons

TM 

3000x3100 3250x3100 3250x3450 3250x3850 3650x3550 3650x3950 3650x4050

max 2700

1600 1600 1750 1750

N/A

4100

max 2700

2100

N/A

4500

PH with c/w safety gear

SH (mm)

TM 

 – Cars with front walls – Double Entrance Car internal dimensions (mm)

Minimum hoistway dimensions

BBxBD

WWxWD

1100

1200x2250

1300

1400x2300

1300

1500x2600

2100x2950 2400x3000 2350x3000 2400x3300 2400x3300

Entrance width LL (mm)

CH

2100 2200 2300

PH (mm)

≥1250

N/A

2400

3700 3800 3900 4000

1300 1800x2600

3000x3300

1400 1700

1800x2550

2000

2000x2700

1800 1800 2100

2100x2950 2100x3300 2450x3100

2100

2400x3500

60

3000x3250 3550x3250 3250x3250 3250x3650 3250x4000 3600x3800 3550x4200 3550x4400

max 2700

1600 1600 1750 1750

N/A

4100

max 2700

2100

N/A

4500

Flexible car dimensions (Q > 2000kg up to 5000kg)

Depending on the available elevator shaft dimensions, the car width and depth dimensions can vary from standard value but note: Car floor is fixed by safety code Dimensions are “wall to wall”. Car decoration, if any, will decrease the “net” area. Minimum steps see section “Product range”

Rated load (kg)

No of persons

2500

33

Min. available car floor area 2 (m )

Max. available car floor area 2 (m )

4,625

5,000

Car width BB (mm) min

max

1300

2350

3000

40

5,430

5,800

1550

2350

3500

46

6,120

6,600

1700

2350

4000

53

6,925

7,400

1950

2350

4500

60

7,673

8,200

2000

3000

5000

66

8,420

9,000

2000

3000

Car depth DD (mm) min

1900 39

2250 48

2550 49

2850 50

2780 51

2980 52

max

Min. well width WW (mm)

Min. well depth WD (mm) 40

DD+450

3500 BB+1163 3500

41

DD+700

42

DD+550

43

DD+900

3500

44

DE+375

3500 BB+1113

45

DE+550

3500

DE+475

3500

DE+750

46

 Notes 1. 2.

WWmin = 3/2xLL + 150 for 4-panel central opening doors WWmin = 4/3xLL + 150 for 6-panel central opening doors

39

 In case of through type car DD min = 2350mm  Single entrance car with front walls and 4-panel doors 41  Double entrance car with front walls and 4-panel doors 42  Single entrance car with front walls and 6-panel doors 43  Double entrance car with front walls and 6-panel doors 44  Single entrance car without front walls and 4-panel doors 45  Double entrance car without front walls and 4-panel doors 46  Single entrance car without front walls and 6-panel doors 47  Double entrance car without front walls and 6-panel doors 48  In case of through type car DD min = 2350mm 49  In case of through type car DD min = 2850mm 50  In case of through type car DD min = 2850mm 51  In case of through type car DD min = 3100mm for Ccwt = 1200mm or DD min = 3500mm for Ccwt = 1400mm 52  In case of through type car DD min = 3100mm for Ccwt = 1200mm or DD min = 3500mm for Ccwt = 1400mm 40

61

47

v

General layout drawings

62

v

 Lifting hooks in shaft ceiling Q (kg) R1 1000 96 1275 112 1600 133 2000 157 2500 235 3500 290 4000 314 4500 360 5000 410 Vehicle elevators 3000 410 4000 450

Reaction force Pit R2 R3 77 46 87 53 102 62 118 71 186 106 222 127 235 136 283 155 308 205

“R” (KN) R4 15 17 19 22 98 118 127 171 196

Overhead R9 R10 40 15 40 15 40 15 40 15 40 15 40 15 40 15 40 20 40 20

350 370

150 160

55 60

210 225

20 20

 Reaction forces to wall Rated load (kg) 1000 1275 1600 2000 2500 3500 4000 4500 5000 Vehicle elevators VW3000 VW4000

P (KN) 4,0 4,8 6,2 8,0 10,0 10,0 10,0 20,0 20,0

S (KN) 2,5 3,0 3,9 5,1 6,0 6,0 6,0 15,0 15,0

22 24

17 19

63

v

 Accessories Safety features  Rescue and failure detection operations  Description

COD DTS DZI N EEC C LOA M MOP TC PDD N RDF **

Correction drive Drive time supervision Door zone indication, No buzzer Emergency exit contact, on car roof Locking of automatic car door, mechanical lock Motor protection Phase failure detection Recall drive feature

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

 Description

X X X

X

EAQ FID BC FID BO FID SO FPD AO FRD ** LSH A WSC O

EBD A EBD M

Car emergency light, separate light Emergency battery drive, automatic Emergency battery drive, manual

Emergency power drive

X

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

Emergency power sequencer Elevator position synchronizing, terminal floor, nominal speed Power up delay, individual elevators

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

X

X

X

 Means of emergency communication

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

 Description

X

ABE ISE

X

KRM

Alarm bell Intercom system KONE Remote monitoring

   d   r   a    d   n   a    t    S

  r   e   n    d   t   e   o    l    i   e   m    t    i   p    F  a   r    O   a   p X

X X

X

Other safety features and maintenance

X X X

 Description

X X

CCM A

Operation during stand-by power and recovery from power break 

CEL S

EPD ** (*)

PUD I

X

Earthquake (control function only) Fire detection, whole building (doors closed) Fire detection, whole building (doors open) Fire detection, manual switch, doors open Fire protection doors, all floors Fireman’s drive Low smoke installation in elevator shaft (not available with DCS) Water sensor contact

 Description

X

LPS TN

Precautions for special emergencies  Description

Emergency battery supply

X X

  n   o    i    t   p    O

EBS S

EPS

X

   d   r   a    d   n   a    t    S

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

CDC CDL O DOP

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

EMH O EMH T

X

EMR X

ISM M

X

LCD OSG SED SHL TWS

64

Car calls from control panel, all floors Car door contact Car door limit switches, separate open limits Door opening prevention switch in control panel Emergency stop switch in elevator shaft, one (1) Emergency stop switch in elevator shaft, two (2) Emergency stop switch on car roof Maintenance intercom from car to control panel Landing calls disconnect Overspeed governor in shaft Service drive Elevator shaft light Tension weight switch

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

X X X X X X X X X X X X X

  r   e    t    d    l   e   e    i   m    F  a   r   a   p

v

 Passenger Comfort Traffic boosting  Description

ACL B ACL C ADO NUD S DOB O GOC ET QCC REO O S SRC RNF SRC RNC

Accurate relevelling, doors open or closed Accurate relevelling, doors closed Advance door opening Nudging service Door opening button, normally open contact Acoustic device for arrival in car Quick close from new car call Reopen by landing call, (O) one single opening, (S) several reopenings Safety ray in car

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

OCV K

OCV P

X

Controlling access to floors

X X

X

X

 Description

X X

LOC E

X

X X

SBP BP

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d   e    l   e    i   m    F  a   r   a   p

LOC O

X

X

 Description

X

CLS C DCB Fan LWD E

OCL AQ

OCV AQ

Car light supervision Door close button Fan in car Load weighing device, electronic detector Operation of car light automatic, PIN code enabling to turn the light on permanently Operation of car ventilation automatic, PIN code enabling to turn the fan off permanently

   d   r   a    d   n   a    t    S

CSM

  n   o    i    t   p    O

X

X

X

   d   r   a    d   n   a    t    S

  r   e   n    d   t   e   o    l    i   e   m    t    i   p    F  a   r    O   a   p

X

X

Control features

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

 Adaptation to building

X

 Description

X X

KONE IDE300 BMV MU

X

BMV R X

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

X

Compulsory stopping at main floor

X

X

  n   o    i    t   p    O

 Antiburglary

Travelling comfort, including ventilation and light   Description

Locking of car calls, reopening device inoperative in closed door Locking of car calls, reopening device inoperative in closed door, with or without indication, locked floor or group of floors by parameters, PIN code deactivation Locking of car calls, reopening device operate normally

X X

   d   r   a    d   n   a    t    S

X

Protection against inconvenience caused by misuse

Car call backwards False car call cancel Landing call coupling Stuck push button supervision

X

Security features

LOC EQ

CCB FCC LCC

X

X

Curtain of light

 Description

Operation of car ventilation, manual operation Operation of car ventilation, permanently on

X

CIC CLF C

65

KONE Integration of doors and elevator Modulate line braking, resistor braking under special use example UPS Braking method of drive, resistor Corridor illumination control Car light fuse and car light main switch in control panel

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

X

X

X X

X

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

v

 Description

DCS ELF D FCS LC FEB G FEB S FET G FET S MAF C MAS C

TTC CTF

TTC CTS

TTC DON

KONE Destination Control System (POLARIS) Extra long floor to floor distance, dummy floors Failure current switch Floor extension, bottom floor, group operation Floor extension, basement, separate set of buttons at landings Floor extension, top floor, group operation Floor extension, top floor, separate set of buttons at landings Main fuses, control panel Main switch in control panel Through type car, elevator shaft doors on same levels, two sets of car buttons, simultaneous door opening forbidden Through type car, elevator shaft doors on same levels, two sets of car buttons, selective door control Through type car, elevator shaft doors on different levels, one set of car buttons, non selective door control

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

 Description

PRL HA

X

X

PRL HAK

X

PRL HAR

X

PRL LA

X

PRL LAK

X

PRL LAR

X

X

Priority at landings, high priority Priority at landings, high priority, key switch at landings Priority at landings, high priority, remote control at landings Priority at landings, low priority Priority at landing, low priority, key switch at landings Priority at landing, low priority, remote control at landings

  n   o    i    t   p    O

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

X

X

X

X

X

X

Parking of free cars

X

 Description X

PAD C PAD M

X

PAS C

Priority Services and Service Modes  for Special Use   n   o    i    t   p    O

  n   o    i    t   p    O

  r   e    t    d    l   e   e    i   m    F  a   r   a   p

X

X

X

X

X

X

 Real time adaptation to prevail traffic

X

   d   r   a    d   n   a    t    S

   d   r   a    d   n   a    t    S

Parking at predefined floor, doors closed Parking at main floor, doors closed Parking at secondary floor, doors closed

 Description

 Description

   d   r   a    d   n   a    t    S

BLF IDP ITP IUP

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

Bypass load function Intensive down peak Intensive two way peak Intensive up peak

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

X

  r   e    t    d    l   e   e   m    i    F  a   r   a   p X

X X X

Control features DOE B HEL OSS COI OSS LS OSS MSI OSS QSI PRC KI PRC QI

Door open with extended door time, button Hospital emergency service at landings Out of service switch in car , indication Out of service switch at landing, doors closed Out of service switch in car, remote control, indication Out of service switch in car, PIN code, indication Priority operation mode, continuous, indication Priority call in car, PIN code

X

 Information to passenger at landings X X

 Description X

X

ACU DLA

X

CPI E L CRB L DIA E L GOL ETD

X X

X

66

Voice announcements at landing, always active Car position indicator at entrance floor Call register buzzer Direction arrows Acoustic device for arrival at landing

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

X X X X X

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

X

v

 Description

IUL LAL DB LCL OSI A

In use light Lanterns at landings Landing call registered light Out of service indication

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

X X X X

 Information to passenger in car   Description

ACU DCO CCL CPI CRB C DIA C HAN C OLF C

Elevator announcer in car Car call registered light Car position indicator Call registered buzzer Direction arrows in car Audible handicap feature Overload function

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

X

  r   e    t    d   e    l   e   m    i    F  a   r   a   p

X

X X X X X

X

X

 Information in MAP  Description

CPI PS DAL GP LIL A SCN C

Car position indicator in control panel Disturbance alarm Interface to lift link Start counter computer

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

X X X X

 Information to building management   Description

CTV I E Link

CCTV Camera in car, only interface KONE E-Link

   d   r   a    d   n   a    t    S

  n   o    i    t   p    O

  r   e    t    d    l   e   e   m    i    F  a   r   a   p

X X

67

 Power Feeder Data Standard Voltage 400V including lighting

Standard Voltage 400V for separate lighting

Capacity (Persons) (kg)

Speed (m/s)

Motor output power (KW)

Riser Fuses (A)

Nominal line current (A)

Max. line current (A)

Power Feeder (mm2)

Riser Fuses (A)

04 06 / 320 .. 480

1,0 1,6 1,0 1,6 2,0

2,8 4,5 3,7 5,9 7,3

3x20 3x25 3x20 3x25 3x35

18,0 21,0 20,0 23,0 25,0

25,0 30,0 27,0 33,0 39,0

5x4 5x6 5x4 5x6 5x16

3x16 3x20 3x16 3x20 3x25

1,0

5,7

3x25

24,0

31,0

5x6

3x20

1,6 2,0 1,6 2,0 0,5 1,0 1,6 2,0 2,5 1,0 1,6 2,0 2,5 0,5 1,0 1,6 2,0 2,5 0,5 1,0 1,6 2,0 2,5 1,0 1,6 2,0 2,5 0,5 1,0 1,6 2,0 2,5 1,0 1,6 0,5 1,0 0,5 1,0 1,6 0,5 1,0 0,5 1,0

8,5 9,2 9,5 10,4 2,7 5,7 10,5 11,5 14,4 6,6 10,6 13,3 16,6 3,4 7,4 11,8 14,7 18,4 4,3 9,2 14,8 18,5 23,1 10,4 16,6 20,8 26,0 5,4 11,5 18,5 23,1 28,9 13,1 21,0 7,0 14,4 8,0 17,0 27,0 10,0 20,0 11,0 23,0 13,0 14,0

3x25 3x35 3x25 3x35 3x20 3x25

25,0 30,0 27,0 32,0 17,2 24,0 29,0 34,0 36,0 27,0 33,0 38,0 39,0 18,6 31,0 39,0 35,0 42,0 20,8 35,0 42,0 41,0 50,0 36,0 39,0 45,0 56,0 23,7 39,0 43,5 50,0 63,0

37,0 46,0 38,0 58,0 20,7 31,0 40,0 56,0 76,0 35,0 51,0 60,0 78,0 21,3 42,0 65,0 75,0 78,0 24,3 49,0 69,0 80,0 85,0 52,0 81,0 96,0 100,0 28,2 57,0 87,0 103,0 111,0

5x6 5x10 5x6 5x10 5x4 5x6

5x25

3x20 3x25 3x20 3x35 3x16 3x20 3x25 3x35 3x63

5x10

3x35

5x16 5x25 5x6

3x50 3x63 3x20 3x25

49,0 23,0 40,0 27,0 41,0 58,0 30,0 46,0 33,0 52,0 37,0 40,0

95,0 38,0 62,0 42,0 70,0 87,0 46,0 76,0 50,0 82,0 57,0 62,0

08 / 630 10 / 800 12 / 900 10 / 800 12 / 900

13 / 1000

15 / 1150

17 / 1275

21 / 1600

24 / 1800

26 / 2000

30 / 2275 33 / 2500 40 / 3000 46 / 3500 53 / 4000 60 / 4500 66 / 5000

0,5

3x35 3x63 3x35 3x50 3x63 3x20 3x50 3x63 3x25 3x50 3x63 3x50 3x63 3x25 3x50 3x63

3x63 3x25 3x50 3x35 3x50 3x63 3x35 3x63 3x50 3x63 3x50

5x10

5x16 5x25 5x6 5x16 5x25 5x16

3x50 3x63 3x20 3x35 3x50

1x16 1x16 1x16 1x16 1x16 1x16

1x16

1x16

1x16

1x16

3x63 3x35 3x50

5x25

3x63

5x6 5x16

3x20 3x50

5x25

Riser Fuses for lighting (A)

3x63

1x16

1x16

3x80

68

5x25 5x6 5x16 5x10 5x16 5x25 5x10 5x25 5x16 5x25

3x63 3x25 3x50 3x25 3x50 3x63 3x35 3x63 3x50 3x63

5x16

3x50

1x16 1x16 1x16 1x16 1x16 1x16

Max. line current (A)

Power Feeder (mm2)

8,0 11,0 10,0 13,0 16,0

15,0 20,0 17,0 23,0 32,0

5x2,5 5x4 5x2,5 5x4 5x6

14,0

21,0

5x4

15,0 20,0 17,0 22,0 7,2 14,0 19,0 24,0 26,0 17,0 23,0 26,0 29,0 8,6 21,0 29,0 28,0 31,0 10,8 25,0 32,0 34,0 41,0 26,0 32,0 38,0 49,0 13,7 29,0 36,5 43,0 53,0

23,0 36,0 28,0 42,0 10,7 21,0 30,0 46,0 64,0 25,0 41,0 50,0 68,0 11,3 32,0 55,0 65,0 68,0 14,3 39,0 59,0 70,0 75,0 42,0 74,0 89,0 93,0 18,2 47,0 80,0 96,0 100,0

5x4 5x6 5x4 5x10 5x4 5x4 5x6 5x10 5x25

42,0 16,0 33,0 20,0 34,0 51,0 23,0 39,0 26,0 45,0 30,0 33,0

88,0 31,0 55,0 35,0 63,0 80,0 39,0 69,0 43,0 76,0 50,0 55,0

Nominal line current (A)

5x10 5x16 5x25 5x4 5x10 5x16 5x25 5x4 5x10 5x16 5x25 5x10 5x16 5x25 5x4 5x16 5x25

5x25 5x6 5x16 5x6 5x16 5x25 5x10 5x25 5x16 5x25 5x16

Comparison of Monospace® with Hydraulic Freight elevators Power per type of elevator (KW) Capacity 1000

1600

2000

2500

6,0 13,6 18,2

24,0 7,8 14,0 22,0

3000

3500

4000

4500

5000

Type / Speed

Hydraulic Monospace

0,2 0,5 0,5 1,0 1,6

11,0 16,0 3,0 5,7 10,5

20,0 4,8 11,2 17,9

69

13,0

16,0

33,0 8,9 17,0 27,0

11,1 20,0

12,2 23,0

20,0 40,0 14,4

15,6

 Explanation on KONE Documentation st

Description

File Name

th

1 Code No

nd

2

Planning Guides

DL-Files

PG-Files

DL1 DL2 DL3

PG

Table of contents

01

Monospace® Standard

01

Introduction Elevator level information

03 04 05

Minispace™ Monospace® FURE Alta™ Monospace® Special (C-Process)

03

Explanation of options

05

Customer concerns

06

Order form(s)

01

Planning Guide

02 03 04 SO-Files

SO

Visual items

04

01

Product descriptions and order instructions

3  Code No

00

02

Technical Information for Sales

rd

Code No

05 06 07 08 09 10 11 12 13 14

General and elevator level information Guide rails and fixings Doors and facings Machine room equipment Shaft equipment Cars Car slings Counterweights Ropes and rope compensation Control systems Drive systems Signalization Peripheral devices Miscellaneous

70

06 09

Scenic

12 13 20

Transys™ (up to 2000kg) Microspace™ Transys™ (up to 5000kg) Monospace® Special (A-Process) TM Maxispace Ecospace Maxispace RS

24 25 33 35

4 Code No

   )    d   e   s   u   s    i   r   e    t    t   e    l   a   y    l    l   a   u   s   u    (   r   e    b   m   u   n   n   o    i   s    i   v   e    R

 Escalator & Moving walk Planning Guide  Introduction

Commercial escalators are designed to operate without major refurbishment up to 100.000 hours with maximum 16hours/day, where as heavy duty escalators can operate 150.000 hours or even up to 200.000 hours depending on the selected features. Different codes set the required values for the key characteristics maximum step load, level of use, minimum safety factor and maximum pin pressure. Comparison of load profiles Code

Load

Maximum step load

EN115

Commercial Heavy-duty Commercial Heavy-duty Heavy-duty

90kg 120kg 87,8kg 87,8kg 145kg

ANSI APTA

Level of use

Minimum safety factor

Maximum pin pressure

40% 60% 40% 60% 55%

5 5 10 10 6

32N/mm 32N/mm 32N/mm 32N/mm 20N/mm

Concerning the truss of a heavy-duty escalator this is constructed from thicker box section steel to increase the vertical, lateral and torsional rigidity. This makes the truss more stable under heavy passenger loads, particularly in metro systems where they tend to walk up and down the escalators, and increases the maximum span between supports, thereby reducing the number of intermediate supports required on high-rise escalators. According to EN115 commercial escalators are allowed to have a maximum ratio of truss deflection of 1:750. Heavy duty escalators are required to be more rigid. Their maximum ratio allowed is 1:1000. It should be noted that speed, transition radii and vertical rise also have an impact. Transport capacities

The main factors affecting the theoretical transport capacity are the step width and speed. Escalators are generally available in three step widths: 1000mm step width. This allows two adult passengers to stand on each step, thereby maximizing the transport capacity for high usage installations such as large department stores, shopping malls, airports and railway stations. 800mm step width. This step width allows one adult passenger and a small child (1,5 passengers) to stand on each step or one adult passenger with shopping bags or luggage and is suitable for medium or low usage installations, such as shops. 600mm step width. This step allows only one adult passenger to stand on each step and as space is very restricted between the balustrades, they are only really suitable for installations where passengers will not be carrying large shopping bags or luggage, otherwise a trapping situation could occur

71

In addition to the above step widths, moving walks are also available in 1200mm and 1400mm wide pallets (steps). These are normally specified to allow the use of larger baggage / shopping trolleys or to allow passengers to walk past other passengers traveling on the moving walk with trolleys. However the maximum incline 0 of pallet widths over 1100mm is 6  and the maximum pallet band speed is 0,75m/s. The formula for calculating the theoretical transport capacity is as follows: Pth = PxVx3600/t

Pth P V t

theoretical capacity per hour number of persons depending on step width (see below) speed (m/s) step depth (m), (usually 0.4m)

600mm

Standing width for 1 person (escalators and moving walks)

800mm

Standing width for 1.5 persons (escalator and moving walks)

1000mm

Standing width for 2 persons with shopping trolley (escalators and moving walks)

1200mm

Standing width for 2 persons with baggage trolley (only moving walks)

1400mm

Standing width for 3 persons with 2 baggage trolleys (only moving walks)

72

Possible configurations

Free standing single escalator

Multi level single escalators

Multi level parallel escalators

Multi level cross over escalators

73

 EN115-1: 2008 Standard – Escalators & Moving Walks Supporting structure (truss) and enclosure

5.2.2

Angle of inclination 0 The angle of inclination α of the escalator shall not exceed 30 , but for rises h13  not exceeding 6m and a nominal speed not exceeding 0,50m/s the angle of 0 inclination is permitted to be increased up to 35 . 0 The angle of inclination of moving walks shall not exceed 12 . 5.2.5

Structural design The supporting structure shall be designed in a way that it can support the 2 dead weight of the escalator or moving walk plus a rated load of 5000N/m . It shall be calculated in accordance with EN1993-1-1. Based on the rated load, the maximum calculated or measured deflection shall not exceed 1/750 of the distance l 1 between the supports.  Drive unit

5.4.1.2 Speed The nominal speed of the escalator shall not exceed: 0 0.75m/s for an escalator with an angle of inclination α up to 30 0 0.50m/s for an escalator with an angle of inclination α up to 35 The nominal speed of moving walks shall not be higher than 0.75m/s. Deviating from the above a nominal speed up to 0.90m/s is permitted provided the width of the pallets or belt does not exceed 1.10m and at the landings, the pallets or the belt move horizontally for a length of at least 1.60m before entering the combs.

Figure 1.1

74

 Building interfaces (Annex A)

A.2.1 The clear height above the steps of the escalator pallets or belt of the moving walk at all points shall not be less than 2.30m (see h 4 in Figure 1.1 and 1.2). The clear height shall extend to the end of the newel and should also be applied to the unrestricted areas. A.2.2 To prevent collision, a minimum free area around the escalator or moving walk is defined as per Figure1.2. The height h 12, measured from the steps of the escalator or the pallets or the belt of the moving walk shall be at least 2.10m. The distance between the outer edge of the handrail and walls or other obstacles (see b 10 Figure 1.2) shall under no circumstances be less than 80mm horizontally and 25mm vertically below the lower edge of the handrail (see b 12  in Figure 1.2). The area is permitted to be smaller, if by appropriate measures, the risk of injury is minimized. A.2.3 For escalators arranged adjacent to one another either parallel or criss-cross, the distance between the handrails shall not be less than 160mm (see b 11  in Figure 1.2). A.2.4 Where building obstacles can cause injuries, appropriate preventive measures shall be taken. In particular, at floor intersections and on criss-cross escalators or moving walks, a vertical deflector of not less than 0.30m in height, not presenting any sharp cutting edges, shall be placed above the handrail level and extend at least 25mm below the lower edge of the handrail, e.g. as an imperforate triangle (see h 5 in Figure 1.1). It is not necessary to comply with these requirements when the distance b 9 between the outer edge of the handrail and any obstacle is equal to or greater than 400mm (see Figure 1.2).

Figure 1.2

75

A2.5 At the exit(s) of each individual escalator or moving walk a sufficient unrestricted area shall be available to accommodate persons. The width of the unrestricted area shall at least correspond to the distance between the outer edges of the handrails plus 80mm on each side. The depth shall be at least 2.50m measured from the end of the balustrade. It shall be permissible to reduce it to 2.00m if the width of the unrestricted area is increased to at least double the distance between the outer edges of the handrails plus 80mm on each side. For succeeding escalators and moving walks the depth of an unrestricted area shall be determined in each individual case depending on e.g. type of use (persons only or persons with transport devices, number of intermediate exits, relative orientation and theoretical capacity). A.2.6 In the case of successive escalators and moving walks without intermediate exits, they shall have the same capacity. A.2.7 Where it is possible for people to come into contact with the outer edge of a handrail at a landing and can be drawn into a hazardous situation, such as topping over a balustrade, appropriate preventive measures shall be taken (see figure 1.3).

Figure 1.3

A.2.8 The surrounds of the escalator or moving walk shall be illuminated, especially in the vicinity of the combs. A.2.9 It is permissible to arrange the lighting in the surrounding space and/or at the installation itself. The intensity of illumination at the landings including the combs shall be related to the intensity of illumination of the general lighting in the area. The intensity of illumination shall be not less than 50lux at the comb intersection measured at floor level.

76

Guidelines for selection and planning of escalators and moving walks (Annex H)

H.1

Maximum capacity For traffic flow planning, the maximum number of persons that can be carried by an escalator or moving walk in 1h is given in table 3.1: Step / pallet width (m)

0,50 3.600 4.800 6.000

0,60 0,80 53 1,00 Table 3.1 Maximum capacity

Nominal Speed v (m/s) 0,65 4.400 5.900 7.300

0,75 4.900 6.600 8.200

54

 Requirements on escalators and moving walks intended to transport shopping trolleys and baggage carts (Annex I)

I.1

Escalators The use of both shopping trolleys and baggage carts on escalators is unsafe and shall not be permitted. The principle reasons why the use of these products is considered to be unsafe are foreseeable misuse, overloading and width restriction. Where shopping trolleys and / or baggage carts are available in the area around escalator installations, suitable barriers shall be provided to prevent access. If safe means of transportation, i.e. shopping trolleys or baggage carts, are available to be used on escalators, then special measures should be defined between the manufacturer of the escalator, the manufacturer of the means of transportation and the customer based on risk assessment in accordance with ISO/TS 14798. Outline guidance is given as follows: Shopping trolleys or baggage carts which are chosen for use on an escalator must be specified between the shopping trolley or baggage cart manufacturer and the escalator manufacturer. In non-specified shopping trolleys or baggage carts are available in the escalator area, there is a serious risk of misuse. It is necessary to prevent access to the escalator entrance. The width of the shopping trolley or baggage cart and its contents should be at least 400mm less than the nominal step width. Passengers should be able to leave the escalator, even if shopping trolleys or baggage carts are on the escalator. The escalators should be supplied with a horizontal step run of 1,6m at both landing areas, minimum transition radia of 2,6m at the upper landing and 2,0m at the 0 lower landing, and limiting the rated speed to 0,5m/s and the inclination to 30 . 0 Combs should be designed with an angle of β of maximum 19  combined with a diameter of the shopping trolley or baggage cart roller of at least 120mm diameter. Additional stops for emergency situations at handrail level (taking into account A.2.2) with a distance between 2,0m and 3,0m before the step reaches the comb intersection line should be provided. The stop for emergency situations near the 53

 For moving walks with a pallet width in excess of 1,00m the capacity is not increased as users need to hold the handrail, the additional width is to principally enable the use of shopping trolleys and baggage carts. 54  Use of shopping trolleys and baggage carts will reduce the capacity by approximately 80%.

77

transition curve should be reachable from inside the escalator and the stops for emergency situations at exit(s) shall be reachable from outside of the escalator. Shopping trolleys or baggage carts should conform to the escalator design: The shopping trolley or baggage cart design should ensure a safe and correct loading The maximum weight for a shopping trolley or baggage cart should be 160kg when loaded Shopping trolley or baggage cart automatically lock themselves on the inclined part of escalators Shopping trolley or baggage cart should be fitted with a braking or blocking system Shopping trolley or baggage cart should have deflectors (bumpers) to reduce the risk of clamping For safe exit from the escalator, it is necessary that the rear rollers of the shopping trolley or baggage cart are able to push the front rollers over the comb. The front rollers and / or blocking system should easily release from the steps Deflectors and guiding devices should be added to the surrounding area to ensure correct alignment of shopping trolley or baggage cart when entering the escalator Safety signs about the safe and correct use of the shopping trolley or baggage cart should be added I.2

Moving walks The use of suitably designed shopping trolleys (according to EN1929-2 and EN1929-4) and baggage carts on moving walks is permitted. Shopping trolleys or baggage carts which are chosen for use on a moving walk shall be specified between the baggage cart manufacturer and the moving walk manufacturer. In non-specified shopping trolleys or baggage carts are available in the moving walk area, there is a serious risk of misuse. It is necessary to prevent access to the moving walk entrance. The width of the shopping trolley or baggage cart and its contents shall be at least 400mm less than the nominal pallet / belt width. Passengers shall be able to leave the moving walk, even if shopping trolleys or baggage carts are on the moving walk. 0 For moving walks with an inclination greater than 6 , the rated speed shall be limited to 0,50m/s. 0 Combs shall be designed with an angle β of maximum 19  combined with a diameter of the shopping trolley or baggage cart roller of at least 120mm diameter. Additional stops for emergency situations at handrail level (taking into account A.2.2) with a distance between 2,0m and 3,0m before the pallet reaches the comb intersection line should be provided. The stop for emergency situations near the transition curve should be reachable from inside the moving walk and the stops for emergency situations at exit(s) shall be reachable from outside of the moving walk. Shopping trolleys or baggage carts shall conform to the moving walk design: The shopping trolley or baggage cart design shall ensure a safe and correct landing The maximum weight for a shopping trolley or baggage cart shall be 160kg when loaded Shopping trolley or baggage cart automatically lock themselves on the inclined part of moving walks

78

Shopping trolley or baggage cart should be fitted with a braking or blocking system Shopping trolley or baggage cart should have deflectors (bumpers) to reduce the risk of clamping For safe exit from the moving walk, it is necessary that the rear rollers of the shopping trolley or baggage cart are able to push the front rollers over the comb. The front rollers and / or blocking system should easily release from the pallets Deflectors and guiding devices should be added to the surrounding area to ensure correct alignment of shopping trolley or baggage cart when entering the moving walk Safety signs about the safe and correct use of the shopping trolley or baggage cart should be added  Determination of anti-slip properties of the tread surfaces of steps and pallets, of comb plates and cover plate (Annex J)

J1.

Introduction The generally held requirement for anti-slip designs of tread surfaces for steps and pallets and of comb plates and cover plates formerly in EN115:1995 needs to be made more precise for safe use and practice. Procedures for determining and assessing the anti-slip properties of coverings have not been standardized before either internationally or on a European level. However, in the Federal Republic of Germany, there have been tried and tested procedures for determining the anti-slip properties of floor coverings for many years – DIN 51130:2004 or Employers’ Liability Insurance Association rules for health and safety at work: BGR 181: Oct. 2003. The manufacturers of escalators and moving walks working together in the CEN/TC 10/WG 2 have checked this suitability procedure to see whether it can be applied to the corresponding components for escalators and moving walks. The results obtained show that DIN 51130 procedure for determining the anti-slip properties of step and pallet coverings and comb plates and cover plates is suitable. The decision on the DIN 51130 procedure does not exclude other, at least just as safe solutions, which could have been set out too in the technical rules of other member states of the European Union or other states contracted to the Agreement on the European Economic Area. Test certificates from test centers that are registered in other member states of the European Union or in other states contracted to the Agreement on the European Economic Area are taken into consideration in the same way as DIN 51130 test certificates if the tests, test procedures and construction requirements on which the test certificates of these centers are based are equivalent to the DIN 51130 ones. These centers are mainly that meet the requirements set out in EN ISO/IEC 17025 or EN 45011. Test certificates issued under this standard contain the results of the DIN51130 test and the resulting assessment in accordance with J.2.

79

J.2

Testing and assessing anti-slip properties The procedure for testing anti-slip properties is governed by DIN 51130. Your attention is drawn to the fact that the intermediary medium of oil in the DIN 51130 test procedure is not used to give the test a particularly adverse operating condition. The use of a specific, defined oil is used as a constant test parameter with 55 which, as has been proved, better differentiation of the test results is achieved . The assessment of the anti-slip properties of coverings with surface profiles arranged in a specific direction, e.g. a step covering with lengthwise grooves or cover plates with transverse grooves, shall be based on average values that take into consideration the place the coverings are laid and the direction the users walk on them. Coverings that meet at least assessment group R9 are considered anti-slip for 56 indoor installations and at least assessment group R10 for outdoor installations . The part of the test related to the area below the surface of created profiles is not used to assess the anti-slip properties of coverings on escalators and moving walks. Overall average value 0 from 6  to 10 0 0 over 10  to 19   0 0 over 19  to 27   0 0 over 27  to 35   0 greater than 35  

Assessment group R9 R10 R11 R12 R13

0

Table 1.4 Allocating the overall average values of the inclination angles to the anti-slip assessment 

55

 This procedure is based on the people carrying out the test treading on the covering to be t ested on an inclined plane. It is used as an aid to deciding whether the respective covering is suitable for use on escalators and moving walks The average inclination angle determined from a range of measurements is critical for classifying the covering in one of five assessment groups. The assessment group is used as a benchmark for the level of anti-slip properties where coverings in assessment group R9 meet the lowest anti-slip requirements and those in assessment group R13 the highest. The al location of assessment groups to the angle ranges is shown in Table 1.4. 56   If, at the landings of escalators and moving walks and their allocated floors, there are different assessment groups, it should be taken care that neighboring floors shall only differ by one in their assessment groups.

80

 Basic Specifications KONE Travelmaster (EJV) Escalator  Escalator level information

Product range 0

Inclination Minimum rise Maximum rise Operational environment Balustrade type Balustrade height Speed Step width (W1) Handrail center distance (W2) Type EJV 30-2-2

EJV 35-2-2

W1

W6

1000

1650

800

1450

600

1250

1000

1650

800

1450

600

1250

1000

AA 2215

0

30  or 35 2.0m 0 0 0 6.0m (30  / 35 ) – 9.5m (30 -3-3) Indoor or semi-outdoor Glass, slim type or with handrail lighting 900mm, 1.000mm or 1.100mm 0,5m/s 0,2m/s stand by speed (optional) 600mm, 800mm or 1.000mm 866mm, 1.064mm or 1.264mm BB 2500

FF

1,732H

4285

9,53xH+36,9 8,32xH+33,0 6,93xH+30,7

9,53xH+28,5 8,31xH+25,1 6,92xH+23,3

1,428H

4080

7,86xH+37,4 6,85xH+33,5 5,72xH+31,0

7,86xH+29,0 6,85xH+25,6 5,72xH+23,6

9,53xH+42,957 9,53xH-18,7 9,53xH-24,558 9,53xH-30,259 8,32xH+38,4 8,32xH-16,4 8,32xH-21,4 8,32xH-26,4 6,93xH+35,3 6,93xH-11,6 6,93xH-15,8 6,93xH-19,9 7,86xH+42,7 6,85xH+38,2 5,72xH+35,1

9,53xH+34,3 49,79 55,51 61,22 8,32xH+30,2 43,45 48,44 53,43 6,93xH+27,5 36,21 40,37 44,52 7,86xH+34,1 6,85xH+30,0 5,72xH+27,3

3000 2250

2560 3060

1650

3034 EJV 30-3-3

EJV 35-3-3

800

1450

600

1250

1000

1650

800

1450 1250

600

2615

1,732H

4685

1,428H

4480

3534

2650

2960

Reaction Force (KN) R1 R2 Rm

CC

3460

57

 H < 6200mm  7900mm ≤ H < 9100mm (M = 10092mm) 59  9100mm ≤ H ≤ 9500mm (M = 11131mm) 58

81

9,52xH+69,1 9,52xH+69,1 9,52xH+69,1 8,31xH+65,1 8,31xH+65,1 8,31xH+65,1 6,93xH+62,6 6,93xH+62,6 6,93xH+62,6

 Basic Specifications KONE ECO (E3C/E3H) Escalator  Escalator level information

Product range 0

Inclination Maximum rise Operational environment Step width (W1) Balustrade type Balustrade height Speed

0

30  or 35 0 0 0 6,0m with 30  / 35  and 15m with 30 -3-3 Indoor, semi-outdoor or outdoor 600mm, 800mm or 1.000mm Glass or with handrail lighting 1.000mm or 1.100mm 0,5m/s 0,2m/s stand by speed (optional) 60

Type

W1

W6

E3C 30-2-2 E3H 30-2-2

1000

1560

800

1360

600

1160

E3C 35-2-2 E3H 35-2-2

1000

1560

800

1360

600

1160

E3C 30-3-3 E3H 30-3-3

60

1000

1560

800

1360

600

1160

AA

BB

CC

FF

2194

2469

1,732H

4150

2136

2439

1,428H

3850

2594

3002

1,732H

If H > 8680mm please consult KONE

61

 H ≤ 5550mm

62

 5550mm < H ≤ 5820mm (M = 7429mm)

63

 5820mm < H < 6780mm (M = 8252mm)

64

 6780mm ≤ H < 7730mm (M = 9075mm)

65

 7730mm ≤ H < 8680mm (M = 9898mm)

66

 H ≤ 6050mm

67

 6050mm < H < 6780mm (M = 8252mm)

68

 6780mm ≤ H < 7730mm (M = 9075mm)

69

 7730mm ≤ H < 8680mm (M = 9898mm)

70

 H ≤ 6580mm

71

 6580mm < H < 6780mm (M = 8252mm)

72

 6780mm ≤ H < 7730mm (M = 9075mm)

73

 7730mm ≤ H < 8680mm (M = 9898mm)

82

4550

Reaction Force (KN) R1 R2 Rm 8,66xH+31,3 7,62xH+28,5 6,58xH+25,7 7,28xH+31,3 6,43xH+28,6 5,57xH+25,8 9,36xH+41,261 8,30xH-3,962 8,58xH-10,063 8,66xH-15,264 8,52xH-18,765 8,31xH+37,966 7,58xH-8,067 7,58xH-12,068 7,64xH-16,569 7,28xH+34,570 6,6xH-6,0071 6,78xH-10,972 6,76xH-14,473

8,66xH+25,3 7,62xH+22,5 6,58xH+19,7 7,28xH+25,3 6,43xH+22,6 5,57xH+19,8 9,36xH+33,2 -1,2xH+37,9 -0,96xH+41,0 -0,78xH+44,2 -1,02xH+50,5 8,31xH+29,9 -1,08xH+37,6 -1,10xH+41,9 -1,02xH+45,5 7,28xH+26,5 -1,20xH+34,1 -1,00xH+36,5 -1,04xH+40,6

12,45xH+30,6 11,60xH+35,4 11,32xH+37,5 11,76xH+34,3 10,64xH+29,1 10,70xH+28,4 10,48xH+29,9 9,60xH+23,1 9,08xH+26,5 9,16xH+25,9

 Basic Specifications KONE Transitmaster Transitmaster (E3X) Escalator  Escalator level level information

Product range 0

Inclination Maximum rise Operational environment Step width (W1) Balustrade type Balustrade height Speed

0

0

27,3 , 30  or 35 0 6m with 35 , 18m Indoor, semi-outdoor or outdoor 600mm, 800mm or 1.000mm Glass or with handrail lighting, stainless steel 1.000mm or 1.100mm 0,5m/s, 0,65m/s or 0,75m/s 0,2m/s stand by speed (optional)

Type

W1

W6

AA

BB

CC

FF

E3X 35-2-2 E3X 35-3-375

1000

1620

800

1420 1220

2360 2760

1,428H

600

2275 2675

3800 4200

E3X 30-2-2 E3X 30-3-376

1000

1620

800

1420 1220

2355 2755

1,7321H

600

2160 2560

4100 4500

E3X 27,3-2-2 E3X 27,3-3-377

1000

1620

800

1420 1220

2330 2730

1,9375H

600

2125 2525

4350 4750

E3X 30-2-2 E3X 30-3-378

1000

1620

800

1420 1220

2650 3050

1,7321H

600

2410 2810

4550 4950

E3X 27,3-2-2 E3X 27,3-3-379

1000

1620

800

1420 1220

2590 2990

1,9375H

600

2350 2750

4600 5000

E3X 30-3-3 E3X 30-4-480 E3X 27,3-3-3 E3X 27,3-4-481

1000

1620

800

1420

1000

1620

800

1420

2940 3340 2860 3260

3650 4050 3540 3940

74 75 76 77 78 79 80 81

1,7321H 1,9375H

5000 5400 5100 5500

Reaction Force (KN) 74 R1 R2 Rm 5,6xL+13 5xL+13 4,3xL+13 5,5xL+13 4,9xL+13 4,2xL+13 5,5xL+13 4,8xL+13 4,2xL+13 5,5xL+13 4,9xL+13 4,2xL+13 5,5xL+13 4,8xL+13 4,2xL+13 5,5xL+13 4,9xL+13

5,6xL+5 5xL+5 4,3xL+5 5,5xL+5 4,9xL+5 4,2xL+5 5,5xL+5 4,8xL+5 4,2xL+5 5,5xL+5 4,9xL+5 4,2xL+5 5,5xL+5 4,8xL+5 4,2xL+5 5,5xL+5 4,9xL+5

5,5xL+13 4,9xL+13

5,5xL+5 4,9xL+5

If L ≥ 15350mm (radius 1.5/1.0) L ≥ 17100mm (radius 2.7/2.0) (2 nd center support if L ≥ 27000mm) Radius 1.5/1.0 Radius 1.5/1.0 Radius 1.5/1.0 Radius 2.7/2.0 Radius 2.7/2.0 Radius 3.6/2.0 Radius 3.6/2.0

83

For more info please consult KONE Hellas

84

 Basic Specifications KONE Travelmaster Travelmaster (RJV) Moving walk  Moving walk level level information

Product range 0

Inclination Minimum rise Maximum rise Number of level pallets (u/l) Operational environment Pallet width Balustrade type Balustrade height Speed

Type

A

C

1000

1560

800

1360

1000

1560

800

1360

1000

1560

800

1360

1000

1560

800

1360

1000

1560

800

1360

KU

0

0

10 , 11  or 12 2.0m 6.0m 1/0, 1/1, 2/0, 2/1 and 2/2 Indoor, semi-outdoor or outdoor 800mm or 1.000mm Glass 1.000mm 0,5m/s 0,2m/s stand by speed (optional) G

KO

a

Reaction Force (KN) Ft Fb Fm 82

RJV 10-1-0

RJV 10-1-1

RJV 10-2-0

RJV 10-2-1

6730 2666

2946

8770

905

6730

2946

RJV 10-2-2

82

905

3386

8770

5,671H

3315

9210

29,78xH+33,33 11,77xH+22,00 83 26,82xH+31,50 10,56xH+21,26

29,78xH++20,73 11,77xH+9,40 26,82xH+18,9 10,56xH+8,66

36,07xH+22,70 32,50xH+20,44

29,77xH+44,07 11,76xH+26,27 26,83xH+41,13 10,56xH+25,06 29,78xH+36,74 11,77xH+23,35 29,50xH+29,21 10,56xH+22,47

29,77xH+31,47 11,76xH+13,67 26,83xH+28,53 10,56xH+12,46 29,78xH+24,14 11,77xH+10,75 29,5xH+16,61 10,56xH+9,87

36,06xH+35,72 32,50xH+32,14 36,07xH+26,83 32,50xH+24,17

29,74xH+47,54 11,77xH+27,58 26,83xH+44,20 10,56xH+26,27

29,74xH+34,94 11,77xH+14,98 26,83xH+31,60 10,56xH+13,67

36,06xH+39,84 32,49xH+35,89

29,70xH+49,93 11,76xH+28,53 26,90xH+46,14 10,56xH+27,09

29,70xH+37,33 11,76xH+15,93 26,90xH+33,54 10,56xH+14,49

36,07xH+42,61 32,50xH+38,38

L < 18700mm

83

 18700mm ≤ L < 33500mm (T = L/2) & for L ≥ 33500mm please consult KONE

85

Type RJV 11-1-0

A

C

1000

1560

800

1360

1000

1560

800

1360

1000

1560

KU 827

G

KO

a

6150 2430

RJV 11-1-1

2685

RJV 11-2-0 800

1360

1000

1560

RJV 11-2-1 800

1360

1000

1560

800

1360

1000

1560

800

1360

1000

1560

800

1360

1000

1560

RJV 11-2-2

RJV 12-1-0

8010

827

6150

2685

8010

3085

8410

763

5670

5,145H

3020

2233 RJV 12-1-1

2467

RJV 12-2-0 800

1360

1000

1560

RJV 12-2-1 800

1360

1000

1560

800

1360

RJV 12-2-2

84 85

7380

763

5670

2467

7380

2835

4,705H

2775

7750

Reaction Force (KN) Ft Fb Fm 27,01xH+31,7084 10,68xH+21,3485 24,33xH+30,02 9,58xH+20,68 27,00xH+41,48 10,68xH+25,20 24,32xH+38,83 9,59xH+24,10

27,01xH+19,10 10,68xH+8,74 24,33xH+17,42 9,58xH+8,08 27,00xH+28,88 10,68xH+12,60 24,32xH+26,23 9,59xH+11,50

32,73xH+20,68 29,48xH+18,67 32,72xH+32,54 29,48xH+29,31

27,00xH+34,82 10,68xH+22,57 24,32xH+32,83 9,59xH+21,74

27,00xH+22,22 10,68xH+9,97 24,32xH+20,23 9,59xH+9,14

32,73xH+24,44 29,48xH+22,05

27,02xH+44,53 10,67xH+26,46 24,32xH+41,62 9,59xH+25,20

27,02xH+31,93 10,67xH+13,86 24,32xH+29,02 9,59xH+12,60

32,72xH+36,29 29,48xH+32,69

27,02xH+46,63 10,67xH+27,29 24,32xH+43,51 9,59xH+25,95 24,70xH+30,33 9,76xH+20,83 22,26xH+28,76 8,77xH+20,15

27,02xH+34,03 10,67xH+14,69 24,32xH+30,91 9,59xH+13.35 24,7xH+17,73 9,76xH+8,23 22,26xH+16,16 8,77xH+7,55

32,73xH+38,80 29,49xH+34.95 29,92xH+19,07 26,96xH+17,17

24,70xH+39,28 9,77xH+24,32 22,26xH+36,82 8,77xH+23,33

24,70xH+26,68 9,77xH+11,72 22,26xH+24,22 8,77xH+10,73

29,92xH+29,91 26,96xH+26,93

24,70xH+33,18 9,77xH+21,91 22,26xH+31,32 8,76xH+21,20

24,70xH+20,58 9,77xH+9,31 22,26xH+18,72 8,76xH+8,60

29,92xH+22,52 26,96xH+20,27

24,72xH+42,08 9,76xH+25,49 22,26xH+39,38 8,76xH+24,38

24,72xH+29,48 9,76xH+12,89 22,26xH+26,78 8,76xH+11,78

29,93xH+33,31 26,95xH+30,08

24,70xH+44,06 9,77xH+26,21 22,26xH+41,12 8,76xH+25,06

24,70xH+31,46 9,77xH+13,61 22,26xH+28,52 8,76xH+12,46

26,93xH+35,65 26,96xH+32,14

L < 18700mm 18700mm ≤ L < 33500mm (T = L/2) & for L ≥ 33500mm please consult KONE

86

 Basic Specifications KONE ECO (R3C) Moving walk  Moving walk level information

Product range 0

Inclination Minimum rise Maximum rise Number of level pallets (u/l) Operational environment Pallet width Balustrade type Balustrade height Speed

Type

A

C

1000

1600

R3C 10-1-0

KU 883

800

1400

1000

1600

800

1400

1000

1600

800

1400

1000

1600

800

1400

1000

1600

800

1400

1000

1600

800

1400

1000

1600

0

0

10 , 11  or 12 1.0m 10.0m 1/0, 1/1, 2/0, 2/1 and 2/2 Indoor, semi-outdoor or outdoor 800mm or 1.000mm Glass 1.000mm or 1100mm (optional) 0,5m/s 0,2m/s stand by speed (optional) G

KO

a

30,19xH+26,21 86 12,00xH+19,00 87 26,01xH+19,97 10,00xH+20,01

30,00xH+19,85 12,00xH-1,00 24,00xH+20,00 10,00xH+1,01

36,00xH+22,00 32,00xH+20,01

30,20xH+36,98 12,00xH+23,29 26,01xH+29,25 10,00xH+23,58

30,02xH+30,53 12,00xH+3,29 24,00xH+28,58 10,00xH+4,58

36,00xH+34,86 32,01xH+31,41

30,19xH+29,66 12,00xH+20,37 26,01xH+22,94 10,00xH+21,15 30,18xH+40,47 12,00xH+24,66 26,00xH+32,26 10,00xH+24,73

30,02+23,23 12,00xH+0,37 24,02xH+22,69 10,00xH+2,15 30,02xH+33,95 12,00xH+4,66 24,02xH+31,27 10,00xH+5,73

36,00xH+26,10 32,00xH+23,66 36,00xH+38,97 32,00xH+35,10

9678

30,18xH+42,80 12,00xH+25,58 26,00xH+34,27 10,00xH+25,49

30,02xH+36,27 12,00xH+5,58 24,00xH+33,17 10,00xH++6,49

36,00xH+41,75 32,00xH+37,56

6600

26,00xH+21,99 10,00xH+21,99 24,00xH+18,00 10,00xH+15,00

26,00xH+16,99 10,00xH+1,99 22,00xH+18,00 8,00xH+5,00

32,00xH+23,00 28,00xH+23,00

26,00xH+26,83 10,00xH+23,86 24,00xH+22,47 10,00xH+16,86

26,00xH+21,83 10,00xH+3,86 22,00xH+22,10 8,00xH+6,50

32,00xH+28,96 28,00xH+28,21

26,00xH+24,97 10,00xH+23,14 24,00xH+20,75 10,00xH+16,14 26,00xH+34,36 10,00xH+26,75 24,00xH+29,42 10,00xH+19,75

26,00xH+19,97 10,00xH+3,14 22,00xH+20,52 8,00xH+5,93 26,00xH+29,36 10,0xH+6,75 22,00xH+28,47 8,00xH+8,82

32,00xH+26,67 28,00xH+26,21 32,00xH+38,22 28,00xH+36,32

26,00xH+36,38 10,00xH+27,53 24,00xH+31,29 10,00xH+20,53

26,00xH+31,38 10,00xH+7,53 22,00xH+30,18 8,00xH+9,44

32,00xH+40,71 28,00xH+38,49

7250 2313

R3C 10-1-1

2910

R3C 10-2-0

R3C 10-2-1

R3C 10-2-2

R3C 11-1-0

9245

883

7250

2910

9245

3348

827

5,671H

2960

2130

R3C 11-1-1

2685 800

1400

1000

1600

800

1400

1000

1600

800

1400

1000

1600

800

1400

R3C 11-2-0

R3C 11 2-1

R3C 11-2-2

86 87

8440

827

6600

2685

8440

3085

Reaction Force (KN) Ft Fb Fm

5,145H

2720

8840

L < 21000mm 21000mm ≤ L < 34000mm (T = L/2) & for L ≥ 34000mm please consult KONE

87

Type R3C 12-1-0

A

C

1000

1600

800

1400

1000

1600

800

1400

1000

1600

KU 781

G

KO

a

6100 1979

R3C 12-1-1

2498

R3C 12-2-0 800

1400

1000

1600

R3C 12-2-1 800

1400

1000

1600

800

1400

R3C 12-2-2

7820

781

6100

2498

7820

2865

4,705H

2520

8180

88

Reaction Force (KN) Ft Fb Fm 23,80xH+20,51 10,00xH+18,00 20,00xH+19,20 7,85xH+17,96 23,80xH+29,20 10,00xH+21,65 20,00xH+26,50 7,85xH+20,82

23,80xH+15,00 10,00xH-3,00 10,00xH+23,70 7,85xH+0,04 23,80xH+23,70 10,00xH+0,65 20,00xH+21,00 7,85xH+2,82

30,00xH+19,02 23,80xH+22,95 30,00xH+29,96 23,80xH+31,64

23,80xH+23,24 10,00xH+19,16 20,00xH+21,50 7,85xH+18,86

23,80xH+17,74 10,00xH-1,84 20,00xH+16,00 7,85xH++0,86

30,00xH+22,47 23,80xH+25,69

23,80xH+31,93 10,00xH+22,80 20,00xH+28,80 7,85xH+21,73

23,80xH+26,43 10,00xH+1,80 20,00xH+23,30 7,85xH+3,73

30,00xH+33,41 23,80xH+34,38

23,8xH+33,79 10,00xH+23,58 20,00xH+30,37 7,85xH+22,34

23,80xH+28,29 10,00xH+2,58 20,00xH+24,87 7,85xH+4,34

30,00xH+35,75 23,80xH+36,23

89

 Approvals and Versions History  Issue Date 2.6 2.7

2.8

10-03-2009 29-10-2009

Description of change First Issue Introduction added Traffic analysis added EN81-1: 1998 Standard summary improved & updated EN81-73: 2005 Standard summary added EN81-58: 2003 Standard summary added IEC529 & DIN40050 summary added MonoSpace Standard technical information added MonoSpace Special technical information added MiniSpace chapter added TranSys and Vehicle elevators technical information added Power Feeder Data information updated & expanded EN115-1: 2008 Standard summary added EN81-1: 1998 Standard summary improved & updated EN81-71: 2005 Standard summary added EN81-58: 2003 Standard summary improved & updated VDI4707: 2008 Guideline added Approvals & Versions History table added

90