AD220-705-G-00356 Loadout Procedure for 6th Shipment(CSE) Rev.1

`

ADMA-OPCO ADMA-OPCO Document No.

AD220-705-G-00356

Contractor Document No.

-

ADMA-OPCO ADMA-OPCO Contract No.

175696

Project Ind.

Area

Section

AD220

705

G

Sub Section PRG

Budget Ref.

EN03E

Number

Revision

00356

1

Volume - of -

NASR FULL FIELD DEVELOPMENT PROJECT PACKAGE-2 Jacket, Bridge and Flare Tower Fabrication & Transportation Tra nsportation Project

NASR FULL FIELD DEVELOPMENT DEVELOPMENT PROJECT Package 2 Loadout Procedure For 6th Shipment AD220-705-G-00356 Rev.1 REVISION CONTROL SHEET Rev.

Date

Description

A

09-Jan-17

First issue

B

11-Jan-17

Internal comments incorporated

C

10-Feb-17

Company comments incorporated.

1

17-Apr-17

1. Company comments incorporated. 2. Loadout for BST and FL is re-designed.

Remarks

NASR FULL FIELD DEVELOPMENT DEVELOPMENT PROJECT Package 2 Loadout Procedure For 6th Shipment AD220-705-G-00356 Rev.1

CONTENTS 1

INTRODU INTRODUCTION CTION.............................. ................................................. ................................. .................................. ....................................... ..................... .. 4 1.1 目的 PURPOSE PURPOSE .............................. ................................................. ...................................... .................................. .................................. ........................ ..... 4 1.2 定义 DEFINITIO DEFINITION N .............................. ................................................. ................................. .................................. ....................................... ..................... .. 4 1.3 参考文件 REFERENCE DOCUMENT .......................................................................... 4

2

CARGO DESCRIPTION ..................................................................................... 5 2.1 第六船货物列表 CARGO LIST OF 6TH SHIPMENT..................................................... 5 2.2 货物图示 CARGO CARGO SKETCH SKETCH ............................. ................................................ .................................. .................................. .......................... ....... 6

3

FLOW CHART CHART ............................. ................................................ .................................. .................................. ...................................... ................... 10

4

PROCESS DESCRIPTION ............................................................................... 10 4.1 概述 GENERAL GENERAL .............................. ................................................. ...................................... .................................. .................................. ...................... ... 10 4.2 码头布置 ARRANGEMENT ARRANGEMENT AT QUAYSIDE QUAYSIDE .................... .......... .................... ................. ................. .................... ................. ....... 11 4.3 驳船系泊 BARGE MOORING..................................................................................... 11 4.4 监控系统 MONITOR SYSTEM ................................................................................... 12 4.5 装船描述 LOADOUT STATEMENT ............................................................................ 12

NASR FULL FIELD DEVELOPMENT PROJECT Package 2 Loadout Procedure For 6th Shipment AD220-705-G-00356 Rev.1

1

INTRODUCTION

为了向不同语言背景的所有读者传递一致的信息，本文使用汉英双语的形式叙述。凡有矛盾，应以英文优先。 In order to convey consistent information to all readers, who may possess different language backgrounds, this document is presented in Chinese / English bilingual format. English shall be at the first priority where inconsistency arises. 1.1

目的 PURPOSE 本文件讲述第六船中装船布置、技术要求，用于指导第六船装船操作并保障作业安全。 This procedure provides design guidelines of a loadout system and describes regulatory measures in the loadout operation to ensure a safe loadout of the 6 th shipment.

1.2

定义 DEFINITION

NASR FULL FIELD DEVELOPMENT PROJECT Package 2 Loadout Procedure For 6th Shipment AD220-705-G-00356 Rev.1 

AD220-705-G-00371



AD220-705-G-03824



AD220-707-C-38242~38268 AD220-707-C-38281~38296 AD220-714-C-38481~38490 AD220-712-C-38491~38500

NSB30 – Bridges 1 Drawings NSB30 – Bridges 2 Drawings NSBST1 – Deck Drawings NSBST2 – Deck Drawings



AD220-707-C-38521~38530 AD220-709-C-38531~38541

NSBST5 – Deck Drawings NSBST6 – Deck Drawings



AD220-710-C-38601~38635

NSFL2 – Flare and Tower Drawings

   

Process piping fabrication procedure for carbon steels, stainless steels, alloys Specification for Loadout, Transportation & Installation

1.3.2 胜宝旺文件 CSE DOCUMENT 

AD220-705-G-00379  AD220-705-G-00651  AD220-705-G-00657 AD220-705-G-00307   

AD220-705-G-00614 AD220-705-G-00632

Master Deliverable Register (CSE) Baseline Survey Procedure (CSE) Distortion Control Procedure (CSE) Tubular Transfer Procedure (CSE) Project Planning procedure (CSE) Vessel Documents for 6th shipment(CSE)


There are 7 types’ cargos of 6th shipment for Loadout. The list of 6th shipment is shown on Tab.2.1 below.

表 2.1 第六船货物列表

Loadout Sequence No.

Tab.2.1 Cargo list of 6th Shipment Unit NET Qty. Shipping Cargo Item Weight Pcs (T/Pc)

Total Weight (T)

Remark

1

BRIDGE #7(NSBR30-1)

507

1

507

Lifting

2

BRIDGE #8(NSBR30-2)

511

1

511

Lifting

260

1

260

Lifting

BRIDGE SUPPORT #2 - DECK

180

1

180

Lifting


150

1

150

Lifting


150

1

150

Lifting


150

1

150

Lifting

FLARE TOWER #2 - DECK & TOWER

3


图 2.2 B30B 八号栈桥 Fig.2.2 Bridge B30B#8


图 2.5 五号桥墩台 Fig.2.5 Bridge Support Deck #5



3

FLOW CHART


码头布置 ARRANGEMENT AT QUAYSIDE

4.2

基于船上布置，结构将按序摆放在码头边，见如下各图。 Based on the arrangement on barge, structures will be arranged accordingly at the quayside. See sketches below. 1 # Y A W D I K S


1 # Y A W D I K S

3 # Y A W D I K S

3 # Y A W D I K S

FLARE TOWER #2 DECK & TOWER

BRIDGE SUPPORT



图 4.1 码头平面布置


4.4

监控系统 MONITOR SYSTEM 驳船两侧都须设置测量点以控制驳船倾斜度。测量点布置如下所示： On both sides of the barge, measure points are set in order to monitor incline of the barge. Measure points are shown as below.

MEASURE POINT 4 LOCATIONS

图

测量点分布


Lift up the cargo off the supports simultaneously by all the cranes and hold on to verify the crane readings. Adjust the readings until they are closed to the calculated readings. Move the cargo above the barge. The readings of each crane will be closely monitored and kept within the rated capacity.

在货物被放置到驳船上之前继续提升货物高度直至越过所有障碍物。 The cargo needs to be lifted above and clear from all obstructions, prior to lowering down onto the support on barge. 4.5.2

吊机解钩 CRANE DISCONNECTION

货物放置支撑上(如有需要可使用挡板帮助就位 )。解开吊机索具。 After upon landing on the barge (stopper plate can be used to help fit up when necessary), Cargo will be disconnected from the cranes. 4.5.3

固定 FIXING

就位货物须按照图纸要求充分固定。


Spreader bar 8m



图 5.4 8 号栈桥吊机与索具布置 Fig.5.4 BRIDGE #8 Crane and Rigging Arrangement NOTE: Padeyes us ed during load-out shall be 100% NDT.

5.2

装船顺序及吊机站位 LOADOUT SEQUENCE AND CRANE LAYOUT 第一步：船进港，右舷靠岸侧靠 3＃～1＃滑道。


第三步：调船，左舷靠岸侧靠 3＃～1＃滑道。 Step 3: Re-arrange vessel and along port side on 3# and 1# skid way.

第四步：BRIDGE #8 装船。 Step 4: BRIDGE #8 Loadout.

1# Crane

2# Crane

3# Crane

4# Crane

FLARE TOWER #2 DECK & TOWER

BRIDGE SUPPORT BRIDGE SUPPORT #2 - DECK #1 - DECK

Loadout For BRIDGE #8


BRIDGE #8 (NSBR30-2)


BRIDGE #7 (NSBR30-1)


5.3

吊机及索具校核 CHECKS FOR CRANES AND RIGGINGS 表 5.1 吊机校核（重量、载荷单位 MT，长度单位 m） Tab.5.1 Crane Check (Load unit MT, Length unit m) 结构 Sructures

吊机 Crane

臂长 Boom

工作半径配重极大载荷能力利用率 Working Counter Extreme Capacity Utilization Radius Weight Load

1# CC2800-1 SSL 84

38

300

160

106.5

0.67

1# CC2800-1 SSL 96

38

300

158

106.5

0.67

SDB77

22

250

333

309

0.93

1# CC2800-1 SSL 84

28

300

219

165

0.75

BST#1,2,5,6-Deck Flare Tower & Deck #2

Bridge #8

Bridge #7

1# LR1750

2# CC2500

SSL 84

28

230

165

125

0.76

3# CC2500

SSL 72

28

230

176

139

0.79

4# CC2800-1 SSL 96

28

300

189

150

0.79

1# CC2800-1 SSL 84

28

300

219

163

0.74

2# CC2500

SSL 84

28

230

165

122

0.74

3# CC2500

SSL 72

28

230

176

138

0.78

4# CC2800-1 SSL 96

28

300

189

148

0.78


5.4

注意 NOTICES 吊装前必须准备好作业许可并获得批准。待吊装结构和临时结构须通过尺寸检查、无损检测和作业安全分析，其记录与相关机具证书均须齐备，作业许可方可签发。 Work permit shall be prepared and approved before the lifting operation. Structure and temporary structure dimension survey, NDE and Job Safety Analysis (JSA) shall be conducted and all records as well as valid certificate of relevant crane and riggings shall be in place and accepted before the lifting permit is issued.

作业区域应清理并以警戒线包围以防未授权的人员和车辆进入。 Operation area shall be cleared and surrounded with safety tape to stop unauthorized personnel and vehicles from entering.

若吊点处有油漆，钢丝绳与吊点接触的部分应以布料包裹以避免损坏油漆。 When the lifting point is coated, slings parts contacting the lifting point shall be wrapped with cloth to avoid damage to the coat.


Meteorological Bureau is in effect for strong wind or heavy fog or rainstorm or thunder.

天气预报需在装船前 3 天内每十二小时更新一次以提前发现任何天气变化，并且因每日举行天气例会。如发现天气恶劣可能影响装船，则例会可视情况增加。 Weather forecasts will be received every twelve hours, three days prior to and during Loadout in order to discover any weather deterioration as early as possible and daily weather meetings will be held. If Loadout is delayed due to bad weather conditions, meeting may be held more f requently than described above.

表 5.3 装船天气限制 Tab.5.3 Limiting forecast for loadout Limits Wind speed(10 min Mean) Current speed Significant Wave Height

GO

NO GO

<=10 m/s

>10 m/s

-

-

<=0.5 m

>0.5 m

业主吊装计划需在吊装前得到业主批准，并得到完全落实。


APPENDIX A:

&

TIDE & WATER DEPTH DATA

船底净空 Under keel clearance 码头面 Quay

装船期最高潮Highest tide in SLW 珠江基准面 Pearl River Datum

平均海面MSL

海图基准/潮高基准 Chart Datum/Tide Datum

装船期最低潮Lowest tide in SLW


CSE Water depth data

NASR FULL FIELD DEVELOPMENT PROJECT Package 2 Loadout Procedure For 6th Shipment AD220-705-G-00356 Rev.1 Tide data



APPENDIX B:

MOORING CALCULATION MOORING CALCULATION

A.Design Criteria V10min VC HS RhoSW RhoAir Cdc B.Barge Data LOA B D T C.Wind Profile

= = = = = =

10 0 0.5 1025 1.225 1

m/s m/s m kg/m kg/m

=

100.6 30.5 6.1 4

m m m m

El eva tio n( m) 3s ec 1min 1 0.93 0.79 5 1.15 1.01 10 1.25 1.11 Ch= 20 1.34 1.2 50 1.47 1.33 100 1.56 1.42 Ch 风压高度系数 C h=1+0.137ln(h/10)-0.047ln(t/10) D.Wind Force Coefficients Item Width Height Freeboard 30.5 2.1 BST - DECK 8 11 FT- DECK & TOWER 8 40 Bridge 3.5 5

Wind Speed at EL +10m, 10min Mean Current Speed Significant Wave Height Sea Water Density Air Density Nondimensional Drag Cofficient for Current Overall Length Moulded Breath Moulded Height Loadout Draft 0min 0.69 0.91 1 1.1 1.22 1.32

1 hr 0.6 0.82 0.92 1.01 1.14 1.23

Number Awx 1 64.05 4 352 1 320 2 35

Cs 1 0.5 1.25 1.25

Ch 0.8 0.5 0.92 0.92

0.33534 kN/(m/s)2

∑Cwx=1/2RhoAir∑CsChAwx/1000

Item

Cwx 51.24 88 368 40.25

Width

Height Number Awx

Cs

Ch

Cwy


APPENDIX C:

CRANE LOAD CHART






APPENDIX D:

ORGANOGRAM COMPANY/CONTRACTOR

CSE Project Manager (Ow Choonyen) Marine Warranty Surveyor CSE Loadout Superintendent (Xu Long)

CSE HSQE Manager(Luo Hao)

CSE Project Engineer(Shi Junfeng)


APPENDIX E:

CACULATION FILE

吊点罗氏应力校核 ROARK STRESS CHECK AT LIFTING POINT Roark’s stress and punching shearing shall be checked at lifting points. (As per Roark’s Formulas for Stress and Strain Section 13.7)

 max



k

P 2

Ln

t

R t

k



0.02 0.00012(  90) 



UC



 max F b

其中 Where: P = 绳力 Total reaction R = 圆管半径 Pipe radius t = 圆管厚度 Pipe thickness β= 180 兜绕角度 In degree for this formulation F b

= 按 API 的许用弯曲应力 Allowable bending stress as per Section 3.2 of API RP 2A.


APPENDIX F: 时间 Date

Day 1-2

Day 3

Day 4 Day 5-7

LOADOUT SCHEDULE 工作描述 Description 船舶侧靠（包括系泊及搭设岸边与船舶之间的通道） Vessel along side - mooring and install ladder excess to vessel. 打开船上人孔（每个人孔安排 2 名工人） Opening of manholes - 2 fitters at each manhole 测爆检查、划线 Marking on vessel、Gas free inspection 沿船舷安装临时护栏 Install temporary safety fenders along the edge of vessel 吊装就位结构支撑、叉车及焊接设备等 Lifting of main structure supports into location, forklift, welding sets etc onto vessel 组对及点焊货物支撑 Fit up and tack weld cargo support onto vessel 吊装货物前邀请官方检验 Invite government official for inspection before lifting cargos 吊装并安装固定好 BRIDGE #7(NSBR30-1) Lift, install and seafasten BRIDGE #7(NSBR30-1) 调船 Re-arrangement of barge 吊装并安装固定好 BRIDGE #8(NSBR30-2) Lift, install and seafasten BRIDGE #7(NSBR30-2) 吊装并安装固定好 BRIDGE SUPPORT #1,2,5,6 and FLARE TOWER #2 - DECK & TOWER Lift, install and seafasten BRIDGE SUPPORT #1,2,5,6 and FLARE TOWER #2 - DECK & TOWER


APPENDIX G: FENDER INFORMATION


APPENDIX H: GO-NO GO CHECK LIST


Comment Resolution Sheet

Project Name:

NASR FULL FIELD DEVELOPMENT PROJECT EPC WORKS FOR PACKAGE-2 JACKET, BRIDGE AND FLARE TOWER FABRICATION & TRANSPORTATION PROJECT Rev. No: C AD220-705-G-00356 Rev. No: C AD220-705-G-00356

CSE Document No.: HHI Document No: Doc Class

Approval Code 1 APPROVED (A)

APPROVED WITH COMMENTS (AC)

REJECTED (RR)

2

REVIEWED (R)

REVIEWED WITH COMMENTS (RC)

REJECTED (RR)

3

FOR INFORMATION

REVISE AND RESUBMIT (RS)

REJECTED (RR)

S/ N

Section reference

1

General

3

4

Approval Code 3

1

Document Title: Transmittal reference number: Received date: All Comments incorporated:

2

Approval Code 2

AD220-705-G00355 section5.2 AD220-705-G00355 section5.3 AD220-705-G00355 section5.4

Loadout Procedure For 6th Shipment(CSE) NASR-ADMA-HHI-T-16093

Yes

No If no please specify below Company Comments

For other comments, please refer to comments marked on Doc No. AD220-705-G-00355 Rec C and incorporate as applicable Add " Sea fastening welding shall be completed prior to move the vessel to next location" Add " This table will be updated and to be submitted to Company prior to Load out for approval if there is any change" All such NDT records to be sent offshore for reference. This comment is applicable for all loadouts/shipments

Subcontractor Response Noted and incorporated.

As per MWS requirement, Sea fastening welding shall be completed 25% prior to move the vessel to next location. Noted and added in section5.3. Noted and incorporated.

Noted and revised.

Company Response

AD220-705-G-00356 Loadout Procedure for 6th Shipment(CSE) Rev.1

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