VESSEL SUPPORT FOR NOTES NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION REV. SHEET DATE DATE REV. IRANIAN PETROLEUM STANDARDS DRAWING No. DESCRIPTION 0 1 2 1-FOR GENERAL NOTES SEE SHEET No. 4. 51 51 VS1 IPS-D-PI-130 2"(DN50) ~ 18"(DN450) VERTICAL PIPES X (TYP.) EXISTING REINF. PAD C VESSEL PIPE SIZE NPS DN 2" 3" 4" 6" 8" 10" 12" 300 250 200 80 50 A B C 510 455 405 (TYP.) X 150 330 255 100 50 65 75 90 90 25 45 180 230 L ANGLE 50X50X9 65X65X9 75X75X10 CLIP ANGLES FIELD WELD TO PIPE ONLY 16" 14" 300 350 90 100 610 535 18" 300 100 660 90X90X11 355 285 320 230 265 70 110 150 190 90 D 470 420 370 285 335 75 125 180 230 100 B L 75 (TYP.) D C STIFFENER PLAN FOR TYPE "2","3" & "4" MAX. LOAD (kg) L=300 L=400 L=500 TYPE 2 L=500 L=400 L=300 TYPE 3 L=500 L=400 L=300 TYPE 4 40 NOTE "3" BOLT CENTER 1000 800 600 1500 1200 1000 1900 1600 1300 10 (TYP.) 2-FOR SIZES AND LOADS LARGER THAN THOSE GIVEN IN THE TABLE, SPECIAL SUPPORTS SHALL BE USED. DIMENSIONS & LOADS TABLE(NOTE "2") A PLATE E E NOTE "5" CLIP PLATE (TYP.) F F 45 85 75 85 75 80 55 65 80 55 X PLAN FOR TYPE "1" EXISTING REINF. PAD 300 X 25x25x6 150x70x6 T-100x11 20 MAX. M20 BOLT & NUTS. 3-BOLT HOLES DIA. SHALL BE 21mm , FOR 4-"L" DIMENSIONS OF 300mm ARE PREFERRED. 5-MINIMUM OF DIMENSION "E" IS 10mm. X (TYP.)
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
VESSEL SUPPORT FOR
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
1-FOR GENERAL NOTES SEE SHEET No. 4.
5151
VS1
IPS-D-PI-130
2"(DN50) ~ 18"(DN450)VERTICAL PIPES
X
(TYP.)
EXISTING REINF. PAD
C V
ESSE
L
PIPE SIZE
NPS DN2"
3"
4"
6"
8"
10"
12" 300
250
200
80
50
A B C
510
455
405
(TYP.)X
150 330
255100 50
65
75
90
90
25
45
180
230
L
ANGLE
50X50X9
65X65X9
75X75X10
CLIP ANGLES FIELDWELD TO PIPE ONLY
16"
14"
300
350 90
100 610
535
18" 300 100 66090X90X11
355
285
320
230
265
70
110
150
190
90
D
470
420
370
285
335
75
125
180
230
100
B
L
75(TYP.)
D
C
STIFFENER
PLAN FOR TYPE "2","3" & "4"
MAX. LOAD (kg)
L=300 L=400 L=500TYPE 2
L=500L=400L=300TYPE 3
L=500L=400L=300TYPE 4
40
NOTE "3"BOLT CENTER
1000 800 600
1500 1200 1000 1900 1600 1300
10(TYP
.)
2-FOR SIZES AND LOADS LARGER THAN THOSEGIVEN IN THE TABLE, SPECIAL SUPPORTS SHALL BE USED.
DIMENSIONS & LOADS TABLE(NOTE "2")
A
PLATE
E ENOTE "5"
CLIP PLATE (TYP.)
F
F
45
85
75
85
75
80
55
65
80
55
X
PLAN FOR TYPE "1"
EXISTING REINF. PAD
300
X
25x25x6
150x70x6
T-100x11
20
MAX.M20 BOLT & NUTS.
3-BOLT HOLES DIA. SHALL BE 21mm , FOR
4-"L" DIMENSIONS OF 300mm ARE PREFERRED.
5-MINIMUM OF DIMENSION "E" IS 10mm.
X
(TYP.)
VESSEL SUPPORT FOR
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
POLYURETANE.STRENGTH 15kg/cm FOR HIGH DENSITYARE CALCULATED BASED ON THE COMPRESSION
6-ALL MAXIMUM LOAD & PLATE THICKNESS (t),
2
3
EXISTING SUPPORT
EXISTING SUPPORT
SLIDE SHOE H-150
IPS-D-PI-130
1/2"(DN15)~6"(DN150)
1/2"(DN15)~24"(DN600)
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
8"(DN200)~18"(DN450)
CS-PWHT,ALLOY & STAINLESS STEEL
S2
b
E
25 N
10
c
6(TYP.)
10
(TYP.)6
b
6
L
6
M
M=100:1/2"(DN15)~2"(DN50)
10
a
c
E
25 N
10
PAD
(TYP.)6
NOTE "3"
6
RIBSEE DETAIL
20"(DN500)~24"(DN600)
hDETAIL OF RIB
6
DETAIL OF PAD
t
0
R
Ø 6 HOLE
10
140X10
M=150:3"(DN75)~6"(DN150)
RIB SEE DETAIL
150
50 FOR 300 LONG SHOE
10
10150
b
25TYP.TYP.
TYP.
150
NOTE "5"
100 FOR 500 LONG SHOEL
NOTE "5"
100 FOR 500 LONG SHOE50 FOR 300 LONG SHOE L
NOTE "5"
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.
4-"E"HAVE BEEN CALCULATED BASED ON PAD THK. "t", WHERE THICKNESS IS OVER THAN "t", ADJUST "E".
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PIECES DIRECTLY WELDED TO PIPINGSHALL BE IN THE SAME MATERIAL OF PIPING.
6
PADNOTE "3"
25TYP.
a
a
PIPESIZE
DIM.
N
14"
(DN350)
12"
(DN300)
10"
(DN250)
h
(DN200)
8"
MATERIAL
RUN PIPEDES.
TEMP.
MEMBER
a
b
c
a
0TO
350
c
c
c
c
420TO
350
A 283 GR. C
MATERIAL TABLE
b
cA 283 GR. C
159- 155 154E
16"
(DN400)(DN450)
18"
(DN500)
20"
(DN600)
24"
152 156 171 167
180 280
110
203 229 254 305R
t
0
-
-
3
110 137
156
162
6
150
178
90
10
SEE NOTE "2"
SEE NOTE "2"
2"~6"
NOTE 6
120
(DN50~150)(DN50~150)
1/2"~11/2"
OF
6-PAD THICKNESS SHALL BE SAME AS PIPE THICKNESS MIN. 3.
SEE NOTE "2"
A 283 GR. Cc
b420TO
760
c
c
a
TYP.
C.S.,ALLOY &STAINLESS STEEL
SAME MAT.AS PIPE
TYP.
FOR 16"(DN400)AND 18"(DN450)
TYP.
TYP.
X
25TYP.
NOTE "3"
30~8411~24
4551
5-THE SHOE LENGHT "L" SHALL BE DEPENDEDON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
510
L330
200+-100
MAX. THERMAL DISP.
-+
(TYP.)
(TYP.)
(TYP.)6
60 30
SLIDE SHOE H-100
IPS-D-PI-130
1/2"(DN15)~6"(DN150)
PIPESIZE
DIM.
N
1/2"(DN15)~24"(DN600)
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
8"(DN200)~18"(DN450)
14"
(DN350)
12"
(DN300)
10"
(DN250)
h
(DN200)
8"
CS-PWHT,ALLOY & STAINLESS STEEL
MATERIAL
PIPE
C.S.,ALLOY &
DES.TEMP.
MEMBER
a
b
c
a
0TO
350
c
c
c
c
420TO
350
A 283 GR. C
MATERIAL TABLE
S2
b
E
25 N
10
c
6
10
a
L
6
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.
4-"E"HAVE BEEN CALCULATED BASED ON PAD THK. "t", WHERE THICKNESS IS OVER THAN "t", ADJUST "E".
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PIECES DIRECTLY WELDED TO PIPINGSHALL BE IN THE SAME MATERIAL OF PIPING.
b
cA 283 GR. C
CUT FROM "T" ASTM A-36
100- 105 104E
16"
(DN400)(DN450)
18"
(DN500)
20"
(DN600)
24"
102 106 120 117
180 280
60
203 229 254 305R
t
0
10
a
c
E
25 N
10
PAD
(TYP.)6
NOTE "3"
6
RIBSEE DETAIL
20"(DN500)~24"(DN600)
hDETAIL OF RIB
6
DETAIL OF PAD
t
0
R
Ø 6 HOLE
SHAPE T-100X11
RIB SEE DETAIL
10010
10100
b
25TYP.TYP.
TYP.
-
11~24
3
100
110
-
137
106
162
6
150
178
90
10
SEE NOTE "2"
SEE NOTE "2"
100
NOTE "5"
FOR 16"(DN400)AND 18"(DN450)
NOTE "5"
L==
= =L
NOTE "5"
25TYP.
b
PADNOTE "3"
6
a
25TYP.
2"~6"
NOTE 6
120
30~84
(DN50~150)(DN50~150)
1/2"~11/2"
RUN
6-PAD THICKNESS SHALL BE SAME AS PIPE THICKNESS MIN. 3.
SEE NOTE "2"
A 283 GR. Cc
b SAME MAT.420TO
760
c
c
a
STAINLESS STEEL
AS PIPE
(TYP.)6
NOTE "3"
4451
OF
5-THE SHOE LENGHT "L" SHALL BE DEPENDEDON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
510
L330
200+-100
MAX. THERMAL DISP.
-+
(TYP.) (TYP.)6
(TYP.)
(TYP.)6
60 30
SLIDE SHOE H-150
IPS-D-PI-130
1/2"(DN15)~6"(DN150)
1/2"(DN15)~24"(DN600)
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
8"(DN200)~18"(DN450)
CS-WITHOUT PWHT
S1
b
E
25 N
10
c
6(TYP.)
10
(TYP.)6
a
b
6
L
6
M
M=100:1/2"(DN15)~2"(DN50)
10
a
c
(TYP.)6
E
25 N
10
PADNOTE "3"
6(TYP.)
RIBSEE DETAIL
20"(DN500)~24"(DN600)
h
DETAIL OF RIB
6
DETAIL OF PAD
t
0
R
Ø 6 HOLE
10
140X10
M=150:3"(DN80)~6"(DN150)
RIB SEE DETAIL
150
50 FOR 300 LONG SHOE
10
10150
b
25TYP.TYP.
TYP.
150
NOTE "5"
100 FOR 500 LONG SHOEL
NOTE "5"
100 FOR 500 LONG SHOE50 FOR 300 LONG SHOE L
NOTE "5"
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.
4-"E"HAVE BEEN CALCULATED BASED ON PAD THK. "t", WHERE THICKNESS IS OVER THAN "t", ADJUST "E".
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PIECES DIRECTLY WELDED TO PIPINGSHALL BE IN THE SAME MATERIAL OF PIPING.
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:5-THE SHOE LENGHT "L" SHALL BE DEPENDED
+-
+-
PIPESIZE
DIM.
N
14"
(DN350)
12"
(DN300)
10"
(DN250)
h
(DN200)
8"MATERIAL
RUN PIPE
CARBONSTEELDES.
TEMP.
MEMBER
a
b
c
a
0TO
350
c
c
c
c
420TO
350
A 283 GR. C
A 283 GR. C
MATERIAL TABLE
b
c
159 155 154E
16"
(DN400)(DN450)
18"
(DN500)
20"
(DN600)
24"
152 156 171 167
180 280
120 110
254 305R
t
0
157
-
150
90
10
SEE NOTE 2
SEE NOTE 2
1/2"~6"
-
-
-
(DN15~150) OF
-
-
FOR 16"(DN400)AND 18"(DN450)
TYP.
TYP.
TYP.
TYP.
4351
(TYP.)6
L MAX. THERMAL DISP.330510 200
100
60 30 3060
SLIDE SHOE H-100
IPS-D-PI-130
1/2"(DN15)~6"(DN150)
1/2"(DN15)~24"(DN600)
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
8"(DN200)~18"(DN450)
CS-WITHOUT PWHT
S1
b
E
25 N
10
c
6(TYP.)
10
(TYP.)6
L
63-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.
4-"E"HAVE BEEN CALCULATED BASED ON PAD THK. "t", WHERE THICKNESS IS OVER THAN "t", ADJUST "E".
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PIECES DIRECTLY WELDED TO PIPINGSHALL BE IN THE SAME MATERIAL OF PIPING.
CUT FROM T-100x11
3060
10
a
c
(TYP.)6
E
25 N
10
PAD
(TYP.)6
NOTE "3"
6
RIBSEE DETAIL
20"(DN500)~24"(DN600)
h
DETAIL OF RIB
6
DETAIL OF PAD
t
0
R
Ø 6 HOLE
(ASTM A-36)
RIB SEE DETAIL
10010
10100
b
25TYP.TYP.
TYP.
100
NOTE "5"
FOR 16"(DN400)AND 18"(DN450)
NOTE "5"
L
==
= =L
NOTE "5"
PIPESIZE
DIM.
N
14"
(DN350)
12"
(DN300)
10"
(DN250)
h
(DN200)
8"MATERIAL
RUN PIPE
CARBONSTEELDES.
TEMP.
MEMBER
a
b
c
a
0TO
350
c
c
c
c
420TO
350
A 283 GR. C
MATERIAL TABLE
b
cA 283 GR. C
100 105 104E
16"
(DN400)(DN450)
18"
(DN500)
20"
(DN600)
24"
102 106 121 117
180 280
70 60
203 229 254 305R
t
0
100
110 137
107
-
162
150
178
90
10
SEE NOTE 2
SEE NOTE 2
1/2"~6"
-
-
-
(DN15~150) OF
-
-
4251
(TYP.)
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:5-THE SHOE LENGHT "L" SHALL BE DEPENDED
+-
+-
L MAX. THERMAL DISP.330510 200
100
60 30
PICK UP SUPPORT
IPS-D-PI-130
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
PU1
1-FOR NOTES SEE SHEET No's. 4 & 40.
4151
(FABRICATION DETAILS)FOR HORIZONTAL PIPES
D
H
SECTION
SECTION
DETAILS OF PART 1
DETAILS OF PART 2
FLAT 50x6
A
A
FLAT 50x6
SECTION A-A
A D H FLAT50x6LEN.MAX.MAX.
MAX. LOAD (kg)
NPS DNSECTION
LOAD BEARINGPIPE SIZE
L=600 L=800 L=1000
1250
- -3" 80
L-40x4 20695
404"
6"
8"
10"
12"
14"
16"
18"
20"
24"
100
150
200
250
300
350
400
450
500
600
L-50x5
L-60x6
L-70x7
L-80x8
L-100x10
50
100
170
260
500
50
30 20 100
60 40 100
70110
180
380
150
150
200
120
300
698
1155
1160
1165
1218
1220
1225
1228
1283
1288
50
60
100
70
80
710
1160
LOAD & DIMENSIONS TABLE
60
T-100x11
SECTION
1200
644
542
486
434
376
344
290
234
182
124
100
372
321
293
267
236
220
195
167
141
112
100
P K
B
B
SECTION B-B
==
200= =
P
K
PICK UP SUPPORT
IPS-D-PI-130
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
PU1
1-FOR GENERAL NOTES SEE SHEET No. 4.
4051
3-FOR FABRICATION DETAILS SEE SHEET No. 41.
(ASSEMBLY)FOR HORIZONTAL PIPES
c) T : ASTM A-36
a) ANGLE : ASTM A-36 2-MATERIAL SHALL BE AS FOLLOWS:
LOAD BEARING PIPE SUPPORTED PIPEMAX. LOAD
L A
b) FLAT : ASTM A-283 GR-C
A L
X
LOAD BEARING PIPE
SUPPORTED PIPE
MAX. LOAD
L AA L
SHOE
X
SECTION
X
TYPE "A"FROM ADJACENT UNINSULATED PIPE
TYPE "B"FROM ADJACENT INSULATED PIPE
MAX. LOAD
MAX. LOAD
1
SECTION
2
(TYP.)
100
X
4-TO AVOID ROTATION OF SUPPORT, A TACKWELD BETWEEN LOAD BEARING PIPE AND
U-BOLT
T-100x11
(NOTES "4 & 5")
5-FOR U-BOLT DETAILS SEE SHEET No. 47TYPE "A".
U-BOLT SHALL BE USED.
ELEVATED PIPE SUPPORT
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
1-FOR GENERAL NOTES SEE SHEET No. 4.
39
MISC.6(E.PS)
L
X
+150 FROM
S BY CIVILBY PIPING
H
EXIST. PAVING OR FOUNDATION
LOADING TABLE
ANCHOR BOLT (TYP.)(SHALL BE SUPPLIED BY CIVIL)
IPS-D-PI-130
800
1000 6000
600
400
TYPE
A
B
C
D
40150
200
NPS DNSCH.
6"
8"
10" 250
4" 100
MAX. VERTICALMAX. MAX.
(TYP.)
(TYP.)X
X(TYP.)
Ø6 WEEP HOLEPIPE
1800
2000
2100
H
51
6
W W1 2
L
135
185
235
295
180
230
280
335
W
W
1
2
Ø15 WEEP HOLE
MAX. LOAD
AA
FOR TYPE "D"HOLES ONLY CENTRE BOLT
HOLE DIA. Ø
Y Y
X
X
BASE PLATE DETAIL
A
A
= =
==
B
B
(TYP.)SEE DET. "E"
10
FOR TYPES "A","B" & "C"SECTION A-A
30°
30°
50
DETAIL "E"
(TYP.)SEE DET. "E"
10
FOR TYPE "D"
= =
60
250
SECTION A-A
28
22
18
DIA.TYPE
A
B
C
D
10
15
20
30
35
A B S
300
350
400 40 25
250
ANCHOR BOLT
M16x160
M16x185
M24x260
FABRICATION TABLELOAD(Kg)
3000
5000
6000
900
50
X
(SECTION AND DETAILS)
END CAP
PIPELOAD(Kg)
MAX. AXIAL
PAVING
200
140
100Ø
HOLE
(NOTE "3")
20
INCREASE SUPPORT LOAD CARRYING CAPACITY.
3-ALL MAXIMUM LOADS ARE CALCULATED BASEDON THE MAXIMUM DIMENSIONS "H" AND "L" GIVEN IN THE TABLE, SO A REDUCTION IN EACH OF THE ABOVE DIMENSIONS WILL
PLATE : ASTM A283-GR.CPIPE : API 5L-GR.B
2-MATERIAL SHALL BE AS FOLLOWS:
(TYP.)
(TYP.)
ELEVATED PIPE SUPPORT
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
1-FOR GENERAL NOTES SEE SHEET No. 4.
38
MISC.6(E.PS)
L
X+150 FROM PAVING
S BY CIVILBY PIPING
H
EXIST. PAVING OR FOUNDATION
LOADING TABLE FOR TYPE "I"
ANCHOR BOLT (TYP.)(SHALL BE SUPPLIED BY CIVIL)
IPS-D-PI-130
6000
4000
3000
2000
L=1000TYPE
A
B
C
D
40150
200
NPS DNSCH.
6"
8"
10" 250
4" 100
MAX. VERTICAL LOAD(Kg)L=2000MAX.
150
(TYP.)
(TYP.)X
X(TYP.)
Ø15 WEEP HOLE
PIPE
2600
7500
10000
14000
H
7500
5200
3000
1000
51
PLAN
L
6mm.THICK.END CAP (TYP.)
2-FOR FABRICATION DETAILS SEE SHEET No.39.
MAX. LOAD
SIDE VIEW
3-FOR TYPE "II" THE MAXIMUM LOADS SHALL BE DOUBLED.
NOTE "3"
ENOTE "4"
4-DIMENSION "E" SHALL BE CALCULATED BYENGINEER DUE TO TEMPERATURE AND EXPANSION COEFFICIENT OF PIPELINE.
PIPE
SIDE VIEW
TYPE "I"
TYPE "II"
PIPE MAX. AXIALLOAD (kg)
5-MATERIAL SHALL BE AS FOLLOWS:PIPE : API 5L-GR.B
(TYP.)X
PLATE : ASTM A283-GR.C
800
500
1150
(NOTE "6")
EACH OF THE ABOVE DIMENSIONS WILL GIVEN IN THE TABLE, SO A REDUCTION IN ON THE MAXIMUM DIMENSIONS "H" AND "L"
6-ALL MAXIMUM LOADS ARE CALCULATED BASED
INCREASE SUPPORT LOAD CARRYING CAPACITY.
20
IPS-D-PI-130
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
37
CONCRETE PIPE SUPPORT
5025
0TO CHANNEL AT 200 c/c
SECTION "B-B"
SUPPORT TYPE "B"
SECTION "A-A"
PLAN
MIN. 320
T-70 WITH Ø12mm HOLES200 C/C FOR Ø6mm STIRRUPS
Ø12 REINFORCING BARS
40(TYP.)
2001:2:4 CONC.
MIN. 20
0
LIFTING HOLES ONE AT EACHEND FROM 2" SCRAP PIPE"A"
"A"
1-FOR GENERAL NOTES SEE SHEET No. 4.
==
300
300
300
150
150
MAX. 1800
ELEVATION
MIN. 20
0
MAX. 1500 4040
MIN. 32
0
ELEVATION
90 75
"B"
"B"
275
LIFTING HOLES ONE AT EACH END FROMØ 2" SCRAP PIPE
Ø 10 STIRRUPS TO BE WELDED-100 CHANNEL
REINFORCING BARS Ø 12
(TYP.)
MISC.5(C.PS)
2-CONCRETE TO BE OF 1:2:4 MIX WITH MINIMUM CUBE OF 210 Kg/cm3 CRUSHING STRENGTH AT 28 DAYS.
3-THE SHAPES OF REFERED MK ARE AS FOLLOWS:
MKa
MKb
MKa
MKb
51
SUPPORT TYPE "A"
PLAN
300
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
1-FOR GENERAL NOTES SEE SHEET No. 4.
3651
2-MATERIAL SHALL BE AS FOLLOWS:a) SECTION : ASTM A-36b) PLATE : ASTM A-283 GR.C c) NUT : ASTM A-563
B
B
==
==
A
A
SECTION A-A
L
SECTIONREINFORCING PLATE
(TYP.)
X
LOCK NUT
NUT
+150 FROM
S
TYPE SECTION
A
B
C
D
IPE-100
HEA-100
HEA-140
HEA-200
1810
15
20
30
35
A B S
250
350
450 40 25
200 30
HOLEDIA.
22
28
28
REINF.PLATETHK.
6
6
8
10
ANCHOR BOLT
M16x160
M18x185
M24x260
M24x260
BY CIVILBY PIPING
X
X
YY
HOLE DIA.
MAX. LOAD
PIPING SUPPORT DESIGNER.
MAX.800
X
CENTRE BOLT HOLESONLY FOR TYPE "D"
H
EXIST. PAVING OR COLUMN
ANCHOR BOLT (TYP.)(SHALL BE SUPPLIED BY CIVIL)
IPS-D-PI-130
(TYP.)
(TYP.)
A A
FIXED ENDED "T" POST
KMAX.800
(TYP.)
X
MISC.4(P1)
H=1000TYPE SECTION
A
B
C
IPE-100
HEA-100
HEA-140
D HEA-200
H=2000 H=3000 H=4000 H=5000
200
1000
2000
4500
100
500
1000
2500 1700
720
350
- -
260
550
1200
-
-
1000
400
FABRICATION TABLE
LOADING TABLEMAX. LOAD (Kg)
(Kgm)MAX.Mx My
MAX.(Kgm)
300
700
1500
3800
60
300
600
1100
COEFFICIENT IS 0.3.MOMENT ON AXIS "Y" AND FRICTION
(NOTE "4")
E
55
100
140
200
50
6 E
DETAIL "1"
X(TYP.)
SEE DETAIL "1"FLAT 50x6
PAVING
4-SPECIFIED LOAD ARE BASED ON LIMIT OF
3-DIMENSIONS "L" & "K" TO BE DEFINED BY
TYPEPIPE SIZE
"F" "L" "X" "Y"
400
450
285
311
300
310
580
600
"B"
"C" 200
200
200
"C"
"C"
"B"
"B"
"B"
500
600
650
700
750
320
375
394
419
441
320
330
340
340
350
610
640
650
660
680
130
130
130
130
"C"
490
510
520
550
560
570
590
TABLE-1
DN
2
CLC
TYP.
25 25
R.=32
R.=13
73 79
4687
133
X
64Y
152
PLAN
STUD BOLT
90 90
M27 0
M27x3 COARSE THREAD
R.=13
29Ø
6
IDENTIFICATION LETTER
25
R.=13
B
RAISED IDENTIFICATION LETTERFOR TYPE "B" OR "C"
SEE END DETAILFOR TYPE "B" AND "C"
B
38
SECTION C-C (TYPICAL) END VIEW
WEDGES AND STUD-TYPE "B"AND"C"
CL BOLT HOLE
FOR PULSATING COMPRESSOR PIPING
5135
MISC.3(DDS)
210
DESCRIPTION
DRAWING No.
IRANIAN PETROLEUM STANDARDS REV. DATE
DATE SHEET REV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
NOTES
IPS-D-PI-130
DROPDOWN SUPPORT-TYPE "B" & "C"
1-FOR NOTES SEE SHEET No's. 4 & 33.
C
(FABRICATION DETAILS)
NPS
30"
28"
26"
24"
20"
18"
16"
DN
TABLE-1
370
360
350
340
320
310
"C"
440
430
420
410
390
380
230
230
220
220
210
200
219
206
184
159
140
114
350
300
250
200
100
"A"
"A"
"A"
"A"
"A"
"A"
"X""L""F"PIPE SIZE
TYPE
150
PULSATING COMPRESSOR PIPING
5134
MISC.3(DDS)
210
DESCRIPTION
DRAWING No.
IRANIAN PETROLEUM STANDARDS REV. DATE
DATE SHEET REV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
NOTES
IPS-D-PI-130
DROPDOWN SUPPORT-TYPE "A" FOR
1-FOR NOTES SEE SHEET No's. 4 & 33.
86
8489
54
52
3
44
7070
M20x2.5 COARSE THREAD
M20 0 STUD BOLT
2525
67117 44
3
AA
220
45
11
272
C BOLT HOLEL
R.=22
220
38
27
LETTER
2
88
11
FOR TYPE "A"SEE TYP. END DETAIL
RAISED IDENTIFICATION LETTER
PLAN
RAISED IDENTIFICATION LETTER
SEE TYP. END DETAILFOR TYPE "A"
SECTION A-A
TYPICAL END DETAILWEDGES AND STUD-TYPE "A"
SECTION B-B
X
64
127
5275
8984
CL
VIEW "A"
BA
IDENTIFICATION IDENTIFICATIONLETTER
A B
3 3
NPS
6"
4"
8"
10"
12"
14"
(FABRICATION DETAILS)
C BOLT HOLEL"A" "A"
PULSATING COMPRESSOR PIPING
5133
MISC.3(DDS)
210
DESCRIPTION
DRAWING No.
IRANIAN PETROLEUM STANDARDS REV. DATE
DATE SHEET REV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
NOTES
IPS-D-PI-130
DROPDOWN SUPPORT FORADJUSTABLE WEDGES
LC OF PIPE
FDN.
USE TYPE "1C" FOR SIZES 26"(DN650) THRU 30"(DN750) PIPESUSE TYPE "1B" FOR SIZES 16"(DN400) THRU 24"(DN600) PIPESUSE TYPE "1A" FOR SIZES 4"(DN100) THRU14"( DN350) PIPESADJUSTING WEDGE SEE DETAIL ON SHEET No's. 34 & 35.
B
C
WITH WEDGE IN PLACEWITH BASE PLATE)WELD FLAT BAR GUIDE(FURNISHED
13
FBASE PLATE
TYPICAL WEDGE INSTALLATION
LC ELEVATION
L(MIN.)
TO BASE PLATEANCHOR BOLTS WELDED
OF PIPECL
LC
3(TYP.)CLEARANCE
(TYP.)
FOR TYPE"1B"
FOR TYPE"1C"
FOR TYPE"1A"
FRONT VIEW SIDE VIEW
123
136
206
AS PART OF THIS SHEET).GROUTING, BASE PLATE,ETC.)WILL NOT BE FURNISHED
5- ITEMS SHOWN IN PHANTOM LINE (ANCHOR BOLTS,
WITH THE IDENTIFICATION LETTERS STAMPED ON IT.4.3- WEDGES MAY BE CAST STEEL OR MILD STEEL
4.2- NUTS: ASTM. A-194 GRADE 2H.CLASS 3B FIT.
4.1- BOLTS: ASTM. A-193 GRADE B7.CLASS 3A THREAD.
4- FABRICATION NOTES:
TYPE "HD-1" GUIDE HOLDDOWNS AS SHOWN ON 3- FOR PIPING SIZES 3"(DN80) AND UNDER USE
CYLINDER, SEE SHEET No. 31.
4"(DN100) THRU 30"(DN750), IF THERMAL EXPANSION USED AS ANCHORS ON PIPE OR BOTTLES FOR SIZES TEMPERATURE. TYPE "HD" HOLDDOWN GUIDES MAY BE TO BE MADE WHEN THE LINE REACHES OPERATING
4"(DN100) THRU 30"(DN750) FINAL ADJUSTMENT SUPPORT AS SHOWN IN TABLE-1&2 FOR PIPE SIZES
CYLINDER USE WEDGE TYPE "1A","1B" OR "1C" DAMPENERS DIRECTLY BELOW THE COMPRESSOR 2- FOR LINES VOLUME BOTTLES OR PULSATION
EFFECTS WILL NOT DAMAGE THE COMPRESSOR
FOR GENERAL NOTES SEE SHEET No. 4.1-
SHEET No. 31.
6- FOR FABRICATION DETAILS SEE SHEET No's. 34 & 35.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
BRACKET
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL SHALL BE AS FOLLOWS:
MAX. LOAD (Kg) E
L
[ 140
50
64
55
70
60
50
40
8046
55
75
60
1770
1960
2690
520
320
180
90
780
1080
5440
4040
3080 1020
1810
890
650
590
1230
1610
2170
430
310
20
60
130
200
1070
780
700
1540
2020
2720
540
390
40
90
160
260
1340
980
880
SECTION
L1
XMAX. LOAD
EXIST. STRUCTURE
MAX. LOAD
TYPE "A" TYPE "B"
IPE 80
L 80X8
L 40X4
L 50X5
L 60X6
L 70X7
[ 120
IPE 120
[ 100
[ 160
IPE 100
2050
2690
3620
720
520
60
120
210
340
1790
1300
1180
170
100
40
-
260
350
1340 1010
200
180
-
20
50
100
410
490
670
1360
770 370
870
320
200
170
40
-
-
-
70
80
610
120
110
-
-
30
60
260
320
500
1080
800
570
L=1000 L=1250L=800L=600L=300 L=400 L=500L=200
a) SECTION :ASTM-A36b) FLAT :ASTM-A283 Gr. C
6
B1
FLAT 50x6SEE DETAIL "1"
X
L1L
(TYP.)
DETAIL "1"
E6
50
150
100
200
L1TYPE
A
B
SECTION SECTION
SECTION
X
L L1
MAX. LOAD
TYPE "C"
C
L=250SECTIONTYPE
C
MAX. LOAD (Kg) S
L=500 L=750 L=1000
L-40L
L-80L
L-120L
L-160L
6
8
8
10 7420
4470
2000
500
3710
2240
1000
190
2480
1490
630
85
1860
1000
350
-
L1
200
PLAIN CANTILEVER FORSPRING SUPPORT
S A
B
SECTION A-A
A
A
X 160
120
80
40
BC
30
30
40
50 180
150
120
100
A
LOAD TABLE FOR TYPE "C"
LOAD TABLE FOR TYPE "A" & "B"
X
51
X
ANCHOR FOR HORIZONTAL
IPS-D-PI-130
3"(DN80)~6"(DN150)
3"(DN80) ~ 24"(DN600)
NOTES
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
REV. SHEET DATE
DATE REV.
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
8"(DN200)~18"(DN450)
A1
X
X
X
X
20"(DN500)~24"(DN600)
EXISTING
1-FOR GENERAL NOTES SEE SHEET No. 4.
3-FOR SHOES DETAILS SEE SHEET No.
PIPE SIZE MAX. LATERAL
551
STRUCTURE
X
NPS DN
3"~6"
8"
10"
12"~14"
16"
18"
80~150
200
250
400
450
20" 500
60024"
300~350
FORCE(Kg)
MAX. BENDINGMOMENT(Kg-m)
MOMENTMAX. TORSIONAL
(Kg-m)(Kg)FORCE
MAX. AXIAL
350
900
1000
1000
2260
120
200
60
110
3000
400
300
350
140
210
280
310
350
420
HOT INSULATED PIPES
2-LOADS AND MOMENTS SHOWN IN THE TABLE, ARE VALID FOR MINIMUM 300mm.SHOE'S LENGTH. FOR LESSER LENGTH IT SHALL BE
300MIN.MIN.
300
300MIN.
SEE NOTE "2"
X
STRUCTUREEXISTING
SEE NOTE "3"SEE NOTE "3"
SEE NOTE "3"
X
EXISTINGSTRUCTURE
X
CALCULATED.
42 TO 45.
X
(TYP.)
DATE SHEET REV.
DATEREV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
IPS-D-PI-130
GENERAL NOTES
WHERE "t" IS THE PLATE OR SECTION THICKNESS.
XX
2-SYMBOL DENOTES "FIELD WELD".
1-ALL THICKNESS VALUES AND DIMENSIONS ARE IN mm.
t > 6 X=6 t < 6 X=t3-THE THICKNESS "X" (WELD LEG) SHALL BE AS FOLLOWS:
SYMBOL DENOTES "SHOP WELD".
10-THE STRENGTH OF MATERIALS USED IN THE CONSTRUCTION OFSUPPORTS MUST COMPLY WITH THE IPS-E-PI-240.
6-ALL THREADS SHALL COMPLY WITH THE REQUIREMENTS OF
7-DIMENSIONS OF NUTS & LOCK NUTS SHALL BE IN ACCORDANCEWITH ANSI B18.2.2.
8-FOR LOADS OTHER THAN THOSE LISTED IN THE TABLES, MORE CALCULATINOS SHALL BE PERFORMED IN ORDER TO SPECIFY THE SIZES OF STRUCTURAL SECTIONS.
9-IN CASE WHEN THE SUPPORT IS ATTACHED TO THE EXISTINGSTRUCTURE, THE EXISTING STRUCTURE SHOULD BE CHECKED FORTHE APPLIED LOADS.
4-UNLESS OTHERWISE SPECIFIED ON DRAWINGS, ALL PIECES DIRECTLYWELDED TO PIPING SHALL BE THE SAME MATERIAL AS OF PIPE.
5-WELDING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH RELATEDWELDING PROJECT SPECIFICATIONS.
11-THE MATERIAL USED FOR FABRICATION OF SUPPORTS MUST BE AS PER NOTES ON EACH STANDARD SUPPORT DRAWING SHEET. EQUIVALENT MATERIALS MAY BE USED SUBJECT TO ENGINEER'SAPPROVAL.
12-IN CASE OF SUPPORTS RESTING ON OR ANCHORED TO THE PAVING,THE PAVING MUST BE CHECKED FOR THE APPLIED FORCES ANDMOMENTS.
13-IF IT IS NECESSARY THAT THE WELD BETWEEN A PIPE AND SADDLEMUST UNDERGO HEAT TREATMENT AND IF SUPPORT ERECTION STANDARDS LAY DOWN THAT THE SADDLE SHOULD BE WELDED TO THE REST OF THE SUPPORT AT THE PREASSEMBLY STAGE, THE LATTER MUST BE IGNORED AND THE SUPPORT MUST BEWELDED TO THE PLATE AFTER HEAT TREATMENT.
14-SUPPORTS RESTING ON OR ANCHORED TO THE PAVING OR TO PREFABRICATED BASE PLATES SHALL BE ADJUSTED USING A MAXIMUMGROUT THICKNESS OF 25mm.
ANSI B1.20.1.
51
15-ALL BOLTS SHALL BE OF MACHINE TYPE.
STANDARD PIPE SUPPORTS16-DIMENSIONS OF STRUCTURAL STEEL SECTIONS ARE BASED ON
DIN STANDARDS.
EVALUATED BY STRESS ENGINEER.17-THE EFFECT OF SUPPORT'S LOADS & MOMENTS ON PIPE, SHALL BE
4
18-PIPE SUPPORT SYMBOLS ARE AS FOLLOWS:TYPE OF SUPPORT PIPING ARRANGEMENT DWG. ISOMETRIC DWG.
ANCHOR
BRACKET
BASE ANCHOR
DUMMY SUPPORT
HANGER,HOLD DOWNS,FIELD SUPPORT,SHOES
FIELD SUPPORT FOR
LINE STOP
LINE STOP & GUIDE
ELEVATED SUPPORTOR T-POST
PICK-UP
VERTICAL ELBOW
FIELD SUPPORT FOR
NEAR ELBOWVERTICAL PIPE
GUIDE
FIELD SUPPORT FORVERTICAL PIPEFROM STRUCTURE
~ ~
~ ~
~
B
DS
~
FS
~
FS
FS
~ ~
~ ~
~ ~
~ ~
~ PU ~
~ ~
~
BA
~
~
~
~
~
~
~~
~
~
~
~
~
~
~
~~
~
~
~
~
~
~
~
~
~
~~~ ~
~
~
~
~
DATE SHEET REV.
DATEREV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
INDEXSTANDARD PIPE SUPPORTS
IPS-D-PI-130 3
FIGURE SUPPORTNO. TITLENO.
SHEET SHEETNO. TITLENO.
SUPPORTFIGURE SHEETNO. TITLENO.
SUPPORTFIGURE
31
32
33
41
42
43
34
35
36
44
45
46
37
38
39
47
48
49
5040 60
59
58
57
56
55
54
53
52
51HOLD DOWNSFOR PULSATING
COMPRESSOR PIPING
DROPDOWN SUPPORT
FIXED ENDED "T" POST
PU1
HOLD DOWNSFOR PULSATING
COMPRESSOR PIPING
FOR PULSATINGCOMPRESSOR PIPING
(ASSEMBLY)
(FABRICATION DETAILS)
FOR PULSATINGCOMPRESSOR PIPING
DROPDOWN SUPPORT
DROPDOWN SUPPORT
COMPRESSOR PIPINGFOR PULSATING
(FABRICATION DETAILS)
HORIZONTAL PIPES(ASSEMBLY)
PICK UP SUPPORT FOR
(HD)
(HD)
MISC.2
MISC.2
MISC.3(DDS)
(DDS)MISC.3
(DDS)MISC.3
MISC.4(P1)
MISC.5(C.PS)
CONCRETE PIPE
MISC.6(E.PS)
MISC.6(E.PS)
ELEVATED PIPE
ELEVATED PIPE
SUPPORT
SUPPORT
SUPPORT
51
(SECTION AND DETAILS)
PU1PICK UP SUPPORT FORHORIZONTAL PIPES
(FABRICATION DETAILS)
S1SLIDE SHOE H-100CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
S2
S2
S1
SLIDE SHOE H-100
1/2"(DN15)~24"(DN600)
CS-PWHT,ALLOY &STAINLESS STEEL
SLIDE SHOE H-150
1/2"(DN15)~24"(DN600)
CS-PWHT,ALLOY &STAINLESS STEEL
SLIDE SHOE H-150CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
VG1
VG2
U
S3
FOR VERTICAL PIPES
FOR VERTICAL PIPESVESSEL GUIDE SUPPORT
2"(DN50)~12"(DN300)
2"(DN50)~12"(DN300)
VESSEL GUIDE SUPPORT
1/2"(DN15)~24"(DN600)CARBON STEEL PIPES
1/2"(DN15)~24"(DN600)
U-BOLT FOR
COLD INSULATION SLIDE SHOE FOR
HORIZONTAL PIPES
2"(DN50)~18"(DN450)
VESSEL SUPPORTFOR VERTICAL PIPESVS1
FOR VERTICAL PIPES VESSEL SUPPORT
2"(DN50)~18"(DN450)VS1
DATE SHEET REV.
DATEREV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
IRANIAN PETROLEUM STANDARDS
DRAWING No.
DESCRIPTION012
INDEXSTANDARD PIPE SUPPORTS
IPS-D-PI-130 2
FIGURE SUPPORTNO. TITLENO.
SHEET SHEETNO. TITLENO.
SUPPORTFIGURE SHEETNO. TITLENO.
SUPPORTFIGURE
STANDARD PIPE SUPPORTS
INDEXSTANDARD PIPE SUPPORTS
1
2
3 STANDARD PIPE SUPPORTSINDEX
11
12
13
4
5
6
14
15
16
7
8
9
17
18
19
2010 30
29
28
27
26
25
24
23
22
21
B2
B3
BA1
B1BRACKET
END WELDED PLAINCANTILEVER
LONGITUDINALLY WELDEDBRACKET
PLAIN CANTILEVER
END WELDED BRACEDBRACKET
CANTILEVER
2"(DN50)~24"(DN600)
VERTICAL PIPES BASE ANCHOR FOR
NEAR ELBOW(ASSEMBLY)
(FABRICATION DETAILS)
BASE ANCHOR FORVERTICAL PIPES
2"(DN50)~24"(DN600)BA1
BA2
BA22"(DN50)~24"(DN600)
HORIZONTAL PIPES BASE ANCHOR FOR
(FABRICATION DETAILS)
(ASSEMBLY)
BASE ANCHOR FORHORIZONTAL PIPES
2"(DN50)~24"(DN600)
BASE ANCHOR FORVERTICAL ELBOWS
2"(DN50)~24"(DN600)BA3
DS11/2"(DN15)~24"(DN600)
FOR ELBOWSDUMMY SUPPORT
NEAR ELBOW(ASSEMBLY)
FIELD SUPPORT FORVERTICAL PIPES
2"(DN50)~24"(DN600)FS1
2"(DN50)~24"(DN600)
HORIZONTAL PIPES FIELD SUPOORT FOR
(ASSEMBLY)FS2
FS32"(DN50)~24"(DN600)VERTICAL ELBOWS FIELD SUPPORT FOR
1
FIELD SUPPORTFOR PIPES
1/2"(DN15)~1/2"(DN40)FS4
FS5 STEEL STRUCTURE2"(DN50)~24"(DN600)
VERTICAL PIPES FROMFIELD SUPPORT FOR
COVER SHEET
GUIDE SUPPORT FORHORIZONTAL BARE PIPES 1/2"(DN15)~24"(DN600)
G1
ANCHOR FOR HORIZ. HOT INSULATED PIPES 3"(DN80)~24"(DN600)
A1
GENERAL NOTES
51
G21/2"(DN15)~24"(DN600)HORIZ. INSULATED PIPES GUIDE SUPPORT FOR
INSULATION PIPES
GUIDE SUPPORT FORHORIZONTAL COLD
1/2"(DN15)~24"(DN600)G3
STANDARD PIPE SUPPORTS
MISC.1(ASW)
LS2
LS2
ADJUSTABLE SPRING
PULSATING PIPINGWEDGES FOR
HOT INSULATED PIPES LINE STOP FOR HORIZ.
1/2"(DN15)~24"(DN600)HOT INSULATED PIPESLINE STOP FOR HORIZ.
LS1
LS1
HR2
HR1
HR1
HORIZ. BARE PIPES 1/2"(DN15)~24"(DN600)
HORIZONTAL BARE PIPES LINE STOP FOR
LINE STOP FOR
HANGER SUPPORT
3"(DN80)~24"(DN600)
HORIZ. PIPES (CLIPSHANGER SUPPORT FOR
FABRICATION DETAILS)
PIPE TO PIPE
1/2"(DN15)~24"(DN600)
HANGER SUPPORT FORHORIZ.INSULATED PIPES
(FABRICATION DETAILS)
(FABRICATION DETAILS)
1
DATE SHEET REV.
DATEREV.
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION