MANUAL DE INGENIERIA DE DISEÑO VOLUMEN 18–STD ESTANDAR DE INGENIERIA
PDVSA N
°
0602.2.012
TITULO
ANCHORS BOL B OLT T STANDARDS STANDARDS
.Menú Principal
O N A L P E D o N
STD NUT & WASHER (TYP)
d P
TOP OF ROUGH CONCRETE
d
Indice manual
d
d
Indice volumen
d
d
Indice norma
d
ENGINEERING DESIGN STANDARD
d NOTES
6 d 8 2 . 4 – R = h
6d
(TYP)
R
o L
6
S
6
S
o L
6
R
R
o L
5.– TYPE F,G AND H 1.– ANCHOR BOLT ALLOWABLE TENSILE STRESS = 1120 kg/cm2 a HEAVY DUTY SIMILAR TO TYPE E, WHERE ADJUSTMENT ON TENSILE STRESS AREA. IS REQUIRED. 2.– ALLVALUES FOR ANCHOR BOLTS ARE BASED ON A MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AND b. TYPE G PREFERED(SEE NOTES B.1, C) 2 c. TYPE F FOR LARGE VIBRATING LOADS. GROUT OF 210 kg/cm AT 28 DAYS d. TYPE H FOR TIGHT REINFORCING CONDITIONS 3.– Ds HR INCREASE ALLOWABLE SHEAR A TENSION DUE TO WIND AND EARTHQUAKS LOADS 6.– TYPE J B. MATERIALS a VERTICALVESSELS WHERE EITHER OF THE FOLLOWING 1.– ANCHOR BOLTS SHALLCONFO RM TO SPECIFICATION ASTM A307 IS EXCEEDED: 2.– NUTS SHALLCONFO RM TO SPECIFICATION ASTM A563; EXCEPT 1–67000 kg ERECTED WEIGHT FOR COUPLING NUTS, WHICH SHALLCON FORM TO THE MINIMUM 2. 2” DIA. AND LARGER BOLTS REQUIREMENTS OF SPECIFICATION ASTM A36 7.– TYPE K a. ATTACHMENT FOR PIPE HANGING , ETC. 3.– CIRCULAR WASHERS SHALLCONFORM TO THE MINIMUM 8.– TYPE L REQUIRIMENTS OF ASTM F436 a. FOR ANCHORING SMALLEQUI PMENT, ETC, AFTER 4.– ANCHOR PLATES SHALLCONFORM TO THE REQUIRIMENTS OF CONCRETE IS POURED AND EQUIPMENT IS IN PLACE SPECIFICATION ASTM A36 9.– TYPE M 5.– SLEEVES SHALLBE BLACK CARBON STEELPIPE SCHEDULE 40 WITH PLAIN ENDS. a. FOR ANCHORING SMALLEQUI PMENT, ETC, AFTER 6.– CONICALSHEET METALSLEEVES SHALLBE MIN.1mm THICK CONCRETE IS POURED AND BEFORE EQUIPMENT IS IN BLACK CARBON SHEET STEEL. PLACE 7.– PLASTIC SLEEVE SHALLBE EQUAL TO WILSON ANCHOR BOLT b. FOR ANCHORING MINOR PEDESTALS ON EXISTING SLEEVES AS MANUFACTURED BY ”SINCO ANCHOR SLEEVE INC.” FOOTING OR SLABS. C. SETTING E. SPECIAL REMARKS 1.– ANCHOR BOLT SETTING FOR TYPES B,C,D,E F,G,H, AND J IS BASED ON 25 NOMINAL 1. SLEEVED BOLTS GROUT THICKNESS, WHERE HEAD FOUR IS MADE, MOVE a. KEEP OUT WATER; THIS IS ESPECIALLY IMPORTANT SLEEVE UP FLUSH WITH TOP OF FINISHED CONCRETE DURING FREEZING WEATHER D. PREFERRED USE OF ANCHOR BOLTS b. AFTER EQUIPMENT IS SET, ALLSLEEVES SHALLBE FILLED WITH NON – SHRINK GROUT. 1.– GENERAL a ANCHOR BOLTS FOR ALLEQUIPMENT SHALLBE PROVIDED c. PLASTIC SLEEVES SHALLNOT BE USED IN LOCATION WITH SLEEVES TO ALLOW FOR ADJUSTMENT IN SETTING WHERE THEY ARE EXPOSED TO TEMPERATURE IN THE EQUIPMENT, SLEEVES SHALL BE OMITTED FOR BOLTS EXCESS OF 82 C 1 1/8” DIAMETER AND SMALLER IF 3/16” CLEARANCE IS 2. ANCHOR TYPE L AND H PROVIDED ALLAROUND BOLT IN EQUIPMENT BASE. a. INSTALLATION SHALLBE IN STRICT ACCORDANCE WITH MANUFACTURER S INSTRUCTIONS. 2.– TYPE A aSTRUCTURALBASES 3. USE OF TWO NUTS bEQUIPMENTBASES(NO ADJUSTMENTREQUIRED) a. TWO NUTS SHALLBE USED ON ANCHO R BOLTS FOR TALL SLENDER TOWERS, FOR EQUIPMENT WITH LARGE 3.– TYPES B,C AND D IDEALANCED DINAMIC FORCES, WHERE REVERSALOF aEQUIPMENT BASES(ADJUSTMENTREQUIRED) STRESSES OCCURS AND EQUIPMENT REQUIRING b TYPE C PREFERED(SEE NOTES B.1, C) c TYPE D FOR TIGHT REINFORCING CONDITIONS SLIDING SUPPORTS 4.– TYPE E 4. ALLDIMENSIONS ARE IN mm UNLES NOTED OTHERWISE a HEAVY DUTY USE FOR STRUCTURALAND EQUIPMENT 5. Ds IS NOMINALSLEEVE DIAMETER BASES (NO ADJUSTMENT REQUIRED)
6
S
o L
o L
SQ ANCHOR PL (TYP) R
S
S
W R
W
W
W
t a STD NUT (TYP) TACK WELD NUT TO PL & BOLT AT TWO POINTS
TYPE ”A”
TYPE ”B”
TYPE ”C”
TYPE ”E”
TYPE ”D”
TYPE ”F”
TYPE ”G”
TYPE ”H”
d = 1/2” TO 1” NUT & WASHER
d P
NOTE
FULLLENGTH THREADED ROD
d
(d) BOLT DIA. 1/2”
STD NUT & WASHER P
o L
o L N I YM
Ds = d + 6
3/4”
kg 450
80 100 120
675
750
1000
1000
1.– MIN. EDGE DISTANCE AND DISTANCE BETWEEN BOLTS SHALLBE 6 DIAFOR TYPE L AND M * STATIC LOADS FOR SMALL VIBRATING LOADS SUCH ASSMALL CENTRIFUGAL PUMPS REDUCE TABULATED LOADS BY 50 %
Z
TE NS ION *
3/4” 1” 1 1/4”
TYPE LSTUD ANCHOR SHALLBE HILTI KWIK – BOLT OR EQUAL. TYPE M EXPANSION ANCHOR SHALL BE HILTI DROP–IN ANCHOR OR EQUAL
D E T B N E M E M
°
Z MAX.
25
P STD NUT & WASHER
5/8”
TOP OF ROUGH CONCRETE
o P L
ALLOWABLE LOADS TYPES L&M S HE AR * kg 500
Y
THREADDEPTH
THRU BOLTS TYPE ”L”
TYPE ”K” OR
TYPE ”M”
K x (WITHOUT SLEEVE) BOLTDIA DESIGNATION
4
5
6
8
10
11
12
15
mm
40
40
40
50
11 13 11 2” 4” 8” 2” 50 65 65 75
n(FOR TWO NUTS N PROJ ONLY)mm
50
50
65
75
90
BOLT DIA(d)
IN
a (FOR ONE NUT)
TYPE H T I W S K T O L O O B H
E T A L P R O H C N A H T I W S T L O B
H T I W E V S T E L E O L B S
1/2”
5 /8 ” 3 /4 ”
1”
100
120 140
18
20
22
24
21 21 2 3 3” 4” 2” 4” 100 100 100 120 170
170
180
B,C,D
mm
310 310
420
540
870
h
mm
259 242
334
437
742
USE BOLTS WITH
R
mm
430 4 90
600 7 50
1120
ANCHOR PLATE
h
mm
379 4 22
514 647
992
6
R
mm
180 2 30
240 2 70
330
480
480
530 6 40 7 60
760
760
W*
mm
50
60
65
80
100
110
120 1 50 1 70
210
210
R
mm
180 2 30
2 40
300
330
480
4 80
5 30
640
7 60
W
mm
75
75
100
120
120
140
1 70
200
2 20
G,H
R
mm
200
230
270
290
380
480
560
660 760 820
840
860
W
mm
50
50
60
65
80
100
110
120 1 50 1 70
190
200
R
mm
480
560
660 760 820
880
890
W
mm
E,F,G,H,J
t
mm
10
10
14
14
20
20
20
22
B,C,D
S
mm
130
130
180
250
250
380
380
460 460 610
J
Ds
in
50
190
2”
2”
2”
S
mm
136 1 86
Ds
in
2”
S
2”
3”
192 2 42 2”
mm
3”
3”
4”
266
401
3”
4” 401
1 50
190
4”
200 250 260
4”
25
6”
30
6”
401 439 5 21 6 36 4”
4”
481 569
6” 641
6” 696
7 60 2 50
270
6”
626
606
6”
6” 736
Ds in 6” 6” 6” 8” 8” 8” 8” W MAXIMUM ALLOW 5 00 7 50 1 20 0 1 5 00 23003200 3850 5000 7400 8900 1000011000 O A,B,C,D,E,F,G,H,J BOLTSHEAR L WITHOUT TENSION L MAXALLOW BOLT A 8 50 25 50 1 50 0 37 00 58 50 8 66 0 1100015000 19000 27000 3600044000 . D A,B,C,D,E,F,G,H,J TENSIONAT 110 MPA X A RWITH A O A,B,C,D,E,F,G,H,J MAXALLOWSHEA 1 80 0 2 60 0 34 00 4 6 00 5 6 00 8 40 0 1000011100 BOLTTENSIONAT 110MPA 3 00 4 50 8 00 11 00 M L PU MPS, EXC HA NG ER S& MI SC EQU P I NO (UP LIFT ) TO WER BOLTS TYPE F,G H , ,& J (25 GRO UT) 16Bx 20Bx 24Bx
A, B, C or D A, B, C or D A, B, C or D HANDRAILBOLT 5 B x 40 A200
R = 330 CHAIR HT R = 370 300 R = 400 300 CHAIR HT 300 300
STANDARD BOLT d 2
5 D 2 H + T d H 2 R
d 2
5 D 2 H + T d H 2 R
BOLT TYPE F 10 B 415 F 745 n 11 B 425 F 905 n BOLT TYPE G & H 10 B 415 H 795 n 11 B 425 H 905 n
CHAIR HT 3 00 300 300 375 3 75 450 450
BOLT TYPE J 11 B 425 J903 n 12 B 445 J 1005 n 15 B 465 J 1125 n 18 B 570 J 1390 n 20 B 570 J 1390 n 22 B 655 J 1535 n 24 B 665 J 1555 n
S
S
10
PLASTIC SLEEVE
* EDGE DISTANCE
BOLT C L TOP OF ROUGH CONCRETE STD NUT d WASHER
50
CONICALSHEET METALSLEEVE L P E S A B
OF COUPLING NUT
E C A F R U S D E M R O F
MIN
SLEEVE
d
50
NOMINAL DIADs
W/2
TOP OF ROUGH CONCRETE
BX DENOTES NON–STANDARD BOLT. VARIATION FROM STANDARD BOLT SHALL BE NOTED ON DWG IN REMARKS COLOF ANCHOR BOLT SCHED
BOLT DIA.
W/ONE NUT
a (ONE NUT)
C L ROOVE FOR EASY TURNING
6
6 B x 115A450n
6 B x 90A400
TOTALBOLT LENGTH Lo (Lo=510=R+PROJECTION)
W/TWO NUTS (USE SYMBOL n)
W/ONE NUT
STANDARD BOLT
W/TWO NUTS (USE SYMBOL n)
SPECIAL BOLT
ANCHOR BOLT MARK DESIGNATION
13
n (TWO NUTS)
ALLDIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED
METRIC MKS
TOP OF SLEEVE COUPLINGNUT 1 L P – o L = 2 L
GRIP
G W D N G I S T E U D O E R E G S
SQ ANCHOR PLATE WITH (d+1/8”)DIA. HOLE IN CENTER
6 B115A535n
TYPE
d
n 6
0 o L GROUT SEE DESIGN DWG d
MIN
6 B90A510
COUPLING NUT DETAIL
N O H 0 I D A T 4 T E G P C E R N J H E T L O R P
MIN
65
PROJECTION IN MULTIPLES OF 5mm
SPOIL BOLT THREAD INSHOP TO LIMIT ENGAGEMENT, BUT ALLOWFOR REMOVAL
d
SLEEVE DETAIL AND LEGEND
270 40 610
6
d
CARBON STEEL PIPE SLEEVE
250
40
746
d
760
610 6”
6 S
F
J
AGO.91
d 4
R
E
F
PROJECTION FORBLAKC BASE
Ds
Ds
Ds
°
60 (TYP)
DIMENSION
A
G,H
BEFORE INSTALLING TOP OF EQUIP CUT OUT ROUGH CONC TOP OF SLEEVE AS No.18GA INDICATED BY DASHED LINE
190
CIVIL – STRUCTURAL
A. DESING BASIS
P
6 + d S 2 R – R = 1 L
d
SEE COUPLING NUT DETAIL SQ ANCHOR PLATE
AGO.91
REV. FECHA
APROBADA
L. T. DESCRIPCION
D IB .
D. G.
RR . .
R EV. APRO. APRO.
Ds W
t a
PROJECTION DETAIL
TACK WELD NUT TO P L & BOLT AT TWO POINTS * ADD TO MINIMUM EDGE DISTANCE FOR BOLTS, IN UNREINFORCED OR NOMINALLY REINFORCED CONCRETE IF SHEAR OR TENSION EXCEEDS
STUD BOLT TYPE ”J”
ANCHOR BOLT STANDARDS
50 % OF TABULATED VALUES BOLT DIA.
1/2” TO 1” 1 1/8” TO 2” 2 1/ 4” TO 3”
40 75 1 50
BOLT SETTING
EMISION
AMENOS QUE SE INDIQUE LO CON– TRARIO TODAS LAS DIMENSIONES ESTAN EN mm.
PROYECCIONAMERICANA No. DE PROYECTO
No. DE PLANO
PDVSA–0602.2.012
REV.
0
