NOTES
EXISTING REINF. PAD
X
T-100x11
300
MAX.
CLIP ANGLES FIELD
WELD TO PIPE ONLY
STIFFENER
PLATE
(TYP.)
150x70x6
1-FOR GENERAL NOTES SEE SHEET No. 4.
BOLT CENTER
NOTE "3"
X
A
25x25x6
3-BOLT HOLES DIA. SHALL BE 21mm , FOR
M20 BOLT & NUTS.
B
5-MINIMUM OF DIMENSION "E" IS 10mm.
F
(TYP.)
10
EXISTING REINF. PAD
X
(TYP.)
C VESSEL
L
20
(TYP.)
C
4-"L" DIMENSIONS OF 300mm ARE PREFERRED.
X
X
2-FOR SIZES AND LOADS LARGER THAN THOSE
GIVEN IN THE TABLE, SPECIAL SUPPORTS
SHALL BE USED.
(TYP.) 75
40
L
E
E
D
NOTE "5"
CLIP PLATE (TYP.)
PLAN FOR TYPE "2","3" & "4"
PLAN FOR TYPE "1"
PIPE SIZE
NPS
DN
3"
80
2"
50
16"
18"
D
F
75
180
70
45
50X50X9
330 150
65
65X65X9
285 455 230
75
180
250
90
300
350
300
300
50
75
90
90
90
ANGLE
55
65
200
14"
C
150
8"
12"
25
B
100
100
10"
A
45
4"
6"
DIMENSIONS & LOADS TABLE(NOTE
125
230
255 110
230 405 190
335 510 265
370 535 285
100 420 610 320
100 470 660 355
55
80
80
75X75X10
75
85
85
TYPE 2
"2")
MAX. LOAD (kg)
TYPE 3
TYPE 4
L=300 L=400 L=500 L=300 L=400 L=500 L=300 L=400 L=500
1000 800
2
1
0
REV.
600
1500 1200 1000 1900 1600 1300
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
VS1
90X90X11
DATE
VESSEL SUPPORT FOR
VERTICAL PIPES
2"(DN50) ~ 18"(DN450)
DRAWING No.
IPS-D-PI-130
SHEET REV.
51
51
25x25x6
CLIP ANGLES FIELD
WELD TO PIPE ONLY
X
150x70x6
50
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PLATES SHALL BE 10mm THIKNESS,
EXCEPT FOR SUPPORT TYPE "1" WHICH ARE
SHOWN ON ITS DRAWING.
3-MATERIAL SHALL BE AS FOLLOWS:
PLATE
: ASTM A-283 GR.C
ANGLE
: ASTM A-36
BOLT
: ASTM A-307
NUT
: ASTM A-563
T
: ASTM A-36
4-FOR LOADS TABLE SEE SHEET No. 51.
40
T-100x11
75 75 75
X
20
305
70
40
25
X
225
X
X
NOTES
40
150
150
TYPE "1"
TYPE "3"
FOR 1/2"(DN15) ~ 1 1/2"(DN40)
CLIP ANGLES FIELD
WELD TO PIPE ONLY
150
25
40
280
50
75
75 150
380
40
40
40
50
150
40
230
X
X
150
40
150
CLIP ANGLES FIELD
WELD TO PIPE ONLY
X
25
X
NOTE "4"
150
150
TYPE "2"
NOTE "4"
TYPE "4"
NOTE "4"
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
VS1
DATE
VESSEL SUPPORT FOR
VERTICAL PIPES
2"(DN50) ~ 18"(DN450)
DRAWING No.
IPS-D-PI-130
SHEET REV.
50
51
(TYP.)
1
HOLE DIA.1
X
/ 1
/
P
SEE DETAIL
"A"
3
2
100
50
S
E
64
62 105
18
15
4"
100
118 190
24
20 104
8"
200
3"
6"
10"
12"
80
92 165
150
172 245
250
278 390
300
224 315
330 475
24
24
30
30
36
20
30
40
F
124
T
5
8
84
20
30
R
PART 3 DETAIL
50
2"
L
400
HOLE DIA.2
DN
CHANNEL
300
FLAT 1
NPS
50
50
50
100
8
8
10
15
20
/ 1
DEVEL.
LENGTH
BOLT 1
SIZE
FLAT
HOLE 1
DIA.1
175
M12x50
300
M16x70
18
M20x90
24
M24x130
28
260
385
475
575
700
M20x100
14
24
BE AS FOLLOWS:
ASTM A-283 GR.C
ASTM A-283 GR.C
ASTM A-36
ASTM A-307
ASTM A-563
ASTM A-283 GR.C
ASTM A-500
HOLE DIA.2
DETAIL "A"
EXIST.
EXIST. VESSEL
4-MATERIALS SHALL
:
PLATE
FLAT
:
:
CHANNEL
:
BOLT
:
NUT
:
WASHER
DISTANCE PIECE :
PIPE CLIP
FIXED PLATE
2-DIMENSIONS, LOCATIONS AND TYPE OF
MATERIAL OF REINFORCING PADS SHALL BE
COORDINATED WITH VESSEL MANUFACTURER.
3-PIPE SHALL BE FREE TO SLIDE IN VERTICAL
RUN.
SLIDING SECTION
REINFORCING PAD
G
D
PART 1 DETAIL
NUT
MIN. 350
P
=
LOCK NUT
BOLT 2
MAX. 500
ØD
LOCK NUT
G
F
WASHER
PIPE SIZE
1-FOR GENERAL NOTES SEE SHEET No. 4.
30
DISTANCE PIECE
=
C VESSEL
L
2
NOTES
NUT
T
E
X
S
BOLT 1
G
EXISTING REINFORCING PAD
PART 2 DETAIL
CHANNEL
L
HOLE SIZE
MAX.MIN. R
DIA.2
BOLT 2
SIZE
150x6 M10x140
150x10 M12x250
12
14
60
366 216
100
372 222
80
120
36
368 218
54
372 222
94
366 216
362 212
360 210
67
122
154
185
MAX. LOAD
ON GUIDE
(KG)
60
80
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
VG2
140
240
400
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
100
200
DESCRIPTION
DATE
VESSEL GUIDE
FOR VERTICAL PIPES
FROM 2"(DN50)~12"(DN300)
DRAWING No.
IPS-D-PI-130
SHEET REV.
49
51
EXISTING
EXIST. VESSEL
REINFORCING PAD
NOTE "3"
(TYP.)
X
1
2
(NOTE "2")
P
X
(TYP.)
PART 1 DETAIL
10
C VESSEL
L
Ød1
Q
L
E
X
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-FOR U-BOLT DETAILS REFER TO SHEET
No. 47 TYPE "B".
3
Q
CHANNEL
EXIST. REINFORCING PAD
3-DIMENSIONS, LOCATIONS AND TYPE OF
MATERIAL OF REINFORCING PADS SHALL BE
COORDINATED WITH VESSEL MANUFACTURER.
4-PIPE SHALL BE FREE TO SLIDE IN VERTICAL
RUN.
5-MATERIALS SHALL BE AS FOLLOWS:
: ASTM A-36
U-BOLT
: ASTM A-283 GR.C
FLAT
: ASTM A-36
CHANNEL
: ASTM A-36
ANGLE
: ASTM A-563
NUT
: ASTM A-283 GR.C
WASHER
MAX. 480
MIN. 330
PART 2 DETAIL
40
FLAT
B
(NOTE "4")
ANGLE
S
U-BOLT
HOLE DIA.
Ød2
10
PART 3 DETAIL
EXIST. VESSEL
MAX. 500
MIN. 350
PIPE SIZE
NPS
DN
3"
80
2"
50
4"
100
8"
200
6"
10"
12"
150
250
300
Ød1 E
6
10
12
16
50
SIZE
50x5
L
Ød2
200
8
140
254
372
100
70x7
ANGLE
474
580
694
12
14
19
S
P
70
35
124
65
30 100
182
40
Q
50
FLAT
MAX. LOAD
ON GUIDE
CHANNEL
LENGTH
SIZE
(Kg)
B
50x6
100
50
290 145
344 175
210
100x10
200
100
IRANIAN PETROLEUM STANDARDS
900
DATE
VG1
550
1400
DESCRIPTION
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
350
95
234 120
80
100
2
1
0
REV.
DATE
VESSEL GUIDE SUPPORT
FOR VERTICAL PIPES
FROM 2"(DN50)~12"(DN300)
DRAWING No.
IPS-D-PI-130
SHEET REV.
48
51
ROUND BAR
K
MIN.
SEE DETAIL
TIGHTENED
K
MIN.
FREE TO SLIDE
3-MATERIALS SHALL BE AS FOLLOWS:
ROUND BAR
: ASTM-A36
NUTS
: ASTM-A563
4-TYPE "A" U-BOLT IS REQUIRED WHERE
IT IS NECESSARY TO HOLD THE PIPE IN ALL
DIRECTIONNS.
Ø d2
HOLE
5-TYPE "B" U-BOLT IS REQUIRED WHERE
IT IS UNDESIRABLE TO RESTRICT LONGITUDINAL
MOVEMENT.
L
H
FULL THREADED
Ø d2
HOLE
EXIST. STRUCTURE
NOTE "6"
d1
TYPE "A"
U-BOLT DETAIL
PIPE
SIZE
NPS DN
d1
R
H
L
d2
K
12
50
50
1"
25
19
60
60
2"
50
4"
100
8"
200
3/4" 20
3"
6"
10"
12"
14"
16"
18"
20"
24"
15
6
80
150
250
300
350
400
450
500
600
NOT TO GRIP PIPE
NOTE "5"
DIMENSIONS TABLE
1/2" 15
11/2" 40
6-EXIST. STRUCTURE THICKNESS TO BE CHECKED
FOR SUITABILITY PRIOR TO FIXING U-BOLT.
TYPE "B"
TO GRIP PIPE
NOTE "4"
26
32
55
40
47
12
16
20
24
86
112
139
164
180
207
233
259
310
70
7
80
59
10
65
55
55
60
75
80
130
155
190
220
235
275
295
330
380
70
85
95
50
65
12
14
18.5
24
28
DEVELOP.
LENGTH
NUT
LOCK NUT
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-"H" AND "L" HAVE BEEN CALCULATED BASED
ON PLATE THICKNESS UP TO 10mm.
R
WASHER
(TYP.)
NOTES
147
167
189
221
245
385
155
677
190
220
546
835
980
236
1060
293
1353
267
321
372
M6
317
95
130
NUT
1231
1511
1771
M10
M12
M16
M20
M24
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
U
U-BOLTS FOR CARBON STEEL PIPES
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
47
51
INSULATION
10
0
PAD
1-FOR GENERAL NOTES SEE SHEET No. 4.
L
NOTE "2"
HIGH DENSITY
POLYURETHANE THK.
SAME AS INSULATION THK.
2-THE SHOE LENGTH "L" DIM. SHALL BE DECIDED
DEPENDING ON WIDTH OF SUPPORT.
PAD
45
OVER LAPPING OF
THE METAL COVER
SHEET TOBE SEALD
ROD Ø10 MIN.
1/2"(DN15)~2"(DN50)
SHEET
ADHESIVE
NOTE "3"
EXISTING SUPPORT
INSULATION
METAL COVER
6-ALL MAXIMUM LOAD & PLATE THICKNESS (t),
ARE CALCULATED BASED ON THE COMPRESSION
STRENGTH 15kg/cm2 FOR HIGH DENSITY
POLYURETANE.
L
NOTE "2"
OVER LAPPING OF
THE METAL COVER
SHEET TO BE SEALD
PAD
30
40
OVER LAPPING OF
ROD Ø20 MIN.
THE METAL COVER
SHEET TOBE SEALD
EXISTING SUPPORT
0
3"(DN80)~24"(DN600)
t
Ø 5 HOLE WITH Ø 8
CONTERSUNK FOR 4X20 FLAT
HEAD SELF TAPPING SCREW
NOTE "4"
40
50
SUPP. C
L
STEEL PLATE DETAIL
PIPE SIZE
t
NPS 1/2"~1 1/2"
DN
MAX. LOAD (kg)
15~40
3
500
4-BY SIX No. SCREWS FOR 1/2"(DN15) ~
2"(DN50) AND WITH MIN. EIGHT SCREWS FOR
LARGER PIPE SIZE. PLATE TO BE FIXED ON
HIGH DENSITY POLYURETANE SHOE.
5-PLATE MATERIAL ASTM A-283 GR C.
HIGH DENSITY
POLYURETHANE THK.
SAME AS INSULATION THK.
15
3-ADHESIVE SHALL BE USED FOR TEMPORARY
FIXING OF PAD TO POLYURETHANE BEFOR
FASTENING SCREWS.
R
ADHESIVE
NOTE "3"
NOTES
OVER LAPPING OF
THE METAL COVER
SHEET TOBE SEALD
METAL COVER
SHEET
Ø 5 HOLE
DETAIL OF PAD
2"
50
LOADS TABLE(NOTE
3"
80
4"
4
100
6"
150
8"
200
10"
250
"6")
12"
6
300
14"
350
16"
400
20"
18"
450
8
500
24"
600
900 1300 1700 2500 3200 4000 4800 5300 6000 6800 7500 9000
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
S3
SLIDE SHOE FOR COLD INSULATION
HORIZONTAL PIPES
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
46
51
6
10
6
(TYP.)
a
150
PAD
NOTE "3"
140X10
30
b
M
L
M=100:1/2"(DN15)~2"(DN50)
M=150:3"(DN75)~6"(DN150)
25
TYP.
NOTE "5"
E
60
X
(TYP.)
RIB SEE DETAIL
FOR 16"(DN400)
AND 18"(DN450)
10
10
6
25
TYP.
N
N
TYP.
6
c
NOTE "5"
DETAIL OF RIB
MATERIAL TABLE
0
t
16"
18"
20"
24"
159
-
156
-
155
154
152
156
150
180
11~24
3
NOTE 6
30~84
110
171
167
280
110
137
162
178
203
229
254
305
90
120
6
10
MATERIAL
OF
RUN C.S.,ALLOY &
PIPE STAINLESS STEEL
DES.
TEMP.
R
R
14"
6-PAD THICKNESS SHALL BE SAME AS PIPE
THICKNESS MIN. 3.
DETAIL OF PAD
(DN50~150) (DN50~150) (DN200) (DN250) (DN300) (DN350) (DN400)(DN450) (DN500) (DN600)
N
h
12"
NOTE "3"
E
MB
E
10"
+ 100
+ 200
-
330
510
t
10
TYP.
L
25
TYP.
5-THE SHOE LENGHT "L" SHALL BE DEPENDED
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
L
MAX. THERMAL DISP.
h
b
4-"E"HAVE BEEN CALCULATED BASED ON PAD
THK. "t", WHERE THICKNESS IS OVER THAN "t",
ADJUST "E".
ME
DIM.
8"
25
TYP.
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD
OF PLATE.
Ø 6 HOLE
a
50 FOR 300 LONG SHOE
100 FOR 500 LONG SHOE
2"~6"
2-ALL PIECES DIRECTLY WELDED TO PIPING
SHALL BE IN THE SAME MATERIAL OF PIPING.
R
6
(TYP.)
20"(DN500)~24"(DN600)
PIPE
SIZE 1/2"~11/2"
L
NOTE "5"
150
E
10
25
TYP.
c
0
PAD
NOTE "3"
RIB
SEE DETAIL
TYP.
1-FOR GENERAL NOTES SEE SHEET No. 4.
8"(DN200)~18"(DN450)
6
(TYP.)
6
(TYP.)
b
NOTES
a
10
TYP.
50 FOR 300 LONG SHOE
100 FOR 500 LONG SHOE
1/2"(DN15)~6"(DN150)
10
6
(TYP.)
150
6
0
a
c
TO
350
350
TO
420
420
TO
760
c
c
c
c
c
b
c
a
b
c
SEE NOTE "2"
A 283 GR. C
SEE NOTE "2"
A 283 GR. C
a
SEE NOTE "2"
c
A 283 GR. C
b
SAME MAT.
AS PIPE
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
S2
SLIDE SHOE H-150
CS-PWHT,ALLOY & STAINLESS STEEL
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
45
51
b
L
NOTE "5"
CUT FROM "T" ASTM A-36
SHAPE T-100X11
25
6
(TYP.)
RIB SEE DETAIL
FOR 16"(DN400)
AND 18"(DN450)
10
25
TYP.
TYP.
6
(TYP.)
a
10
b
=
c
N
L
=
NOTE "5"
8"(DN200)~18"(DN450)
1/2"(DN15)~6"(DN150)
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-ALL PIECES DIRECTLY WELDED TO PIPING
SHALL BE IN THE SAME MATERIAL OF PIPING.
100
E
a
10
PAD
NOTE "3"
6
30
100
60
6
6
(TYP.)
NOTES
25
TYP.
4-"E"HAVE BEEN CALCULATED BASED ON PAD
THK. "t", WHERE THICKNESS IS OVER THAN "t",
ADJUST "E".
5-THE SHOE LENGHT "L" SHALL BE DEPENDED
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
L
MAX. THERMAL DISP.
+ 100
+ 200
-
330
510
0
6-PAD THICKNESS SHALL BE SAME AS PIPE
THICKNESS MIN. 3.
NOTE "3"
t
R
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD
OF PLATE.
N
R
0
t
2"~6"
8"
10"
12"
14"
DETAIL OF RIB
MATERIAL TABLE
16"
18"
20"
24"
(DN50~150) (DN50~150) (DN200) (DN250) (DN300) (DN350) (DN400)(DN450) (DN500) (DN600)
N
h
20"(DN500)~24"(DN600)
c
=
L
NOTE "5"
-
100
-
100
106
105
104
102
106
150
180
11~24
3
NOTE 6
30~84
110
120
117
280
60
137
162
178
203
229
254
305
90
120
6
10
MATERIAL
OF C.S.,ALLOY &
RUN
STAINLESS STEEL
PIPE
DES.
TEMP.
R
E
=
25
TYP.
E
MB
DIM.
RIB
SEE DETAIL
ME
PIPE
SIZE 1/2"~11/2"
10
b
6
h
6
(TYP.)
100
E
10
25
TYP.
DETAIL OF PAD
a
PAD
NOTE "3"
10
Ø 6 HOLE
6
(TYP.)
6
(TYP.)
0
a
c
TO
350
350
TO
420
420
TO
760
c
c
c
c
c
b
c
a
b
c
SEE NOTE "2"
A 283 GR. C
SEE NOTE "2"
A 283 GR. C
a
SEE NOTE "2"
c
A 283 GR. C
b
SAME MAT.
AS PIPE
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
S2
SLIDE SHOE H-100
CS-PWHT,ALLOY & STAINLESS STEEL
DATE
1/2"(DN15)~24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
44
51
NOTES
6
150
a
M
L
b
M=100:1/2"(DN15)~2"(DN50)
M=150:3"(DN80)~6"(DN150)
RIB SEE DETAIL
FOR 16"(DN400)
AND 18"(DN450)
10
10
10
140X10
25
NOTE "5"
TYP.
N
R
0
t
TYP.
20"(DN500)~24"(DN600)
t
h
c
L
25
TYP.
6
150
E
10
h
50 FOR 300 LONG SHOE
100 FOR 500 LONG SHOE
10
TYP.
NOTE "5"
DETAIL OF RIB
8"
10"
12"
14"
16"
18"
20"
24"
159
157
155
154
152
156
171
167
150
-
180
280
120
-
305
-
90
-
10
MATERIAL
OF
RUN
PIPE
DES.
TEMP.
0
110
254
MATERIAL TABLE
CARBON
STEEL
R
N
b
RIB
SEE DETAIL
-
+ 100
+ 200
-
330
510
DETAIL OF PAD
(DN15~150) (DN200) (DN250) (DN300) (DN350) (DN400)(DN450) (DN500) (DN600)
-
5-THE SHOE LENGHT "L" SHALL BE DEPENDED
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
L
MAX. THERMAL DISP.
Ø 6 HOLE
a
E
MB
E
L
NOTE "5"
ME
DIM.
c
4-"E"HAVE BEEN CALCULATED BASED ON PAD
THK. "t", WHERE THICKNESS IS OVER THAN "t",
ADJUST "E".
R
6
(TYP.)
6
(TYP.)
PIPE
SIZE 1/2"~6"
TYP.
3-PAD CAN BE MADE OF PIPE SEGMENT INSTEAD
OF PLATE.
0
PAD
NOTE "3"
N
10
TYP.
8"(DN200)~18"(DN450)
6
(TYP.)
25
TYP.
b
2-ALL PIECES DIRECTLY WELDED TO PIPING
SHALL BE IN THE SAME MATERIAL OF PIPING.
30
50 FOR 300 LONG SHOE
100 FOR 500 LONG SHOE
1/2"(DN15)~6"(DN150)
10
60
150
6
6
(TYP.)
30
E
60
1-FOR GENERAL NOTES SEE SHEET No. 4.
6
(TYP.)
a
c
TO
350
350
TO
420
c
c
c
b
c
a
b
c
SEE NOTE 2
A 283 GR. C
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
S1
SEE NOTE 2
A 283 GR. C
DESCRIPTION
DATE
SLIDE SHOE H-150
CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
43
51
L
CUT FROM T-100x11
(ASTM A-36)
25
NOTE "5"
TYP.
6
(TYP.)
2-ALL PIECES DIRECTLY WELDED TO PIPING
SHALL BE IN THE SAME MATERIAL OF PIPING.
30
10
b
=
c
N
1-FOR GENERAL NOTES SEE SHEET No. 4.
100
60
RIB SEE DETAIL
FOR 16"(DN400)
AND 18"(DN450)
10
10
100
6
6
(TYP.)
30
E
60
NOTES
=
L
NOTE "5"
8"(DN200)~18"(DN450)
1/2"(DN15)~6"(DN150)
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".
5-THE SHOE LENGHT "L" SHALL BE DEPENDED
ON MAX. THERMAL DISPLACEMENT AS FOLLOWS:
L
MAX. THERMAL DISP.
+ 100
+ 200
-
330
510
0
N
t
DETAIL OF PAD
b
RIB
SEE DETAIL
=
25
TYP.
20"(DN500)~24"(DN600)
L
=
6
h
10
100
E
10
6
(TYP.)
25
TYP.
Ø 6 HOLE
a
PAD
NOTE "3"
10
R
6
(TYP.)
6
(TYP.)
c
NOTE "5"
DETAIL OF RIB
12"
14"
16"
18"
20"
24"
E
-
100
107
105
104
102
106
121
117
-
100
DIM.
N
h
R
0
t
(DN15~150) (DN200) (DN250) (DN300) (DN350) (DN400)(DN450) (DN500) (DN600)
150
180
-
110
137
280
70
162
178
203
254
305
-
90
-
10
MATERIAL
OF
RUN
PIPE
DES.
TEMP.
0
60
229
MATERIAL TABLE
CARBON
STEEL
R
10"
E
MB
8"
ME
PIPE
SIZE 1/2"~6"
a
c
TO
350
350
TO
420
c
c
c
b
c
a
b
c
SEE NOTE 2
A 283 GR. C
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
S1
SEE NOTE 2
A 283 GR. C
DESCRIPTION
DATE
SLIDE SHOE H-100
CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
42
51
FLAT 50x6
A
K
P
=
SECTION
1
SECTION
LOAD BEARING
PIPE SIZE
NPS DN
FLAT 50x6
T-100x11
B
3"
4"
6"
8"
10"
12"
60
=
1-FOR NOTES SEE SHEET No's. 4 & 40.
=
D
DETAILS OF PART
SECTION
200
=
SECTION
A
NOTES
B
14"
16"
H
DETAILS OF PART
2
18"
20"
24"
80
100
150
200
250
300
350
400
450
500
600
A-A
SECTION
B-B
LOAD & DIMENSIONS TABLE
SECTION
MAX. LOAD (kg)
L=600 L=800 L=1000
A
L-40x4
20
-
-
L-50x5
50
30
20
100
L-60x6
100
60
40
100
L-70x7
170
110
70
150
L-80x8
260
180
120
150
L-100x10
500
380
300
200
50
P
K
FLAT
D
H 50x6
MAX. MAX. LEN.
100 100 695
124 112
698
182 141 1155
234 167 1160
710
1160
290 195 1165
344 220 1218
376 236 1220 1200
434 267 1225
486 293 1228
542 321 1283
644 372 1288
40
50
60
70
80
1250 100
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
PU1
PICK UP SUPPORT
FOR HORIZONTAL PIPES
DATE
(FABRICATION DETAILS)
DRAWING No.
IPS-D-PI-130
SHEET REV.
41
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL SHALL BE AS FOLLOWS:
a) ANGLE
: ASTM A-36
b) FLAT
: ASTM A-283 GR-C
c) T
: ASTM A-36
U-BOLT
LOAD BEARING PIPE
MAX. LOAD
(NOTES "4 & 5")
SUPPORTED PIPE
MAX. LOAD
3-FOR FABRICATION DETAILS SEE SHEET No. 41.
X
4-TO AVOID ROTATION OF SUPPORT, A TACK
WELD BETWEEN LOAD BEARING PIPE AND
U-BOLT SHALL BE USED.
1
A
L
TYPE "A"
SECTION
A
L
5-FOR U-BOLT DETAILS SEE SHEET No. 47
TYPE "A".
FROM ADJACENT UNINSULATED PIPE
LOAD BEARING PIPE
SUPPORTED PIPE
MAX. LOAD
X
X
X
(TYP.)
100
MAX. LOAD
SHOE
T-100x11
2
A
L
TYPE "B"
L
FROM ADJACENT INSULATED PIPE
A
SECTION
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
PU1
DATE
PICK UP SUPPORT
FOR HORIZONTAL PIPES
(ASSEMBLY)
DRAWING No.
IPS-D-PI-130
SHEET REV.
40
51
MAX. LOAD
W1
Y
W2
50
X
(TYP.)
PIPE
Ø6 WEEP HOLE
H
A
END CAP
3-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM DIMENSIONS "H" AND "L"
GIVEN IN THE TABLE, SO A REDUCTION IN
EACH OF THE ABOVE DIMENSIONS WILL
INCREASE SUPPORT LOAD CARRYING CAPACITY.
SEE DET. "E"
(TYP.)
=
FOR TYPES "A","B" & "C"
SEE DET. "E"
(TYP.)
30°
30°
50
ANCHOR BOLT (TYP.)
(SHALL BE SUPPLIED BY CIVIL)
SECTION A-A
=
250
S
BY PIPING
BY CIVIL
60
D
2-MATERIAL SHALL BE AS FOLLOWS:
PIPE : API 5L-GR.B
PLATE : ASTM A283-GR.C
Ø15 WEEP HOLE
EXIST. PAVING OR
FOUNDATION
C
1-FOR GENERAL NOTES SEE SHEET No. 4.
10
(TYP.)
+150 FROM
PAVING
B
NOTES
BASE PLATE DETAIL
X
(TYP.)
A
X
B
A
X
(TYP.)
TYPE
Y
=
CENTRE BOLT
HOLES ONLY
FOR TYPE "D"
HOLE DIA. Ø
=
X
6
X
=
A
L
A
B
=
PIPE
NPS
LOADING TABLE(NOTE
DN
4"
100
6"
150
8"
200
10"
250
DETAIL "E"
"3")
MAX. VERTICAL MAX. AXIAL
H
L
SCH. MAX. MAX. LOAD(Kg)
LOAD(Kg)
40
20
400
3000
900
100
600
5000
1800
140
800
6000
2000
1000
6000
2100
10
(TYP.)
200
SECTION A-A
FOR TYPE "D"
FABRICATION TABLE
TYPE
A
A
250
C
350
B
D
300
400
B
30
35
40
HOLE
S DIA. W1 W 2 ANCHOR
BOLT
Ø
10
15
20
25
18
22
28
135 180
185 230
235 280
295 335
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.6(E.PS)
M16x160
ELEVATED PIPE SUPPORT
(SECTION AND DETAILS)
M16x185
M24x260
DESCRIPTION
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
39
51
MAX. LOAD
6mm.THICK.
END CAP (TYP.)
NOTES
X
(TYP.)
L
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-FOR FABRICATION DETAILS SEE SHEET No.39.
150
3-FOR TYPE "II" THE MAXIMUM LOADS SHALL
BE DOUBLED.
4-DIMENSION "E" SHALL BE CALCULATED BY
ENGINEER DUE TO TEMPERATURE AND
EXPANSION COEFFICIENT OF PIPELINE.
5-MATERIAL SHALL BE AS FOLLOWS:
PIPE : API 5L-GR.B
PLATE : ASTM A283-GR.C
PIPE
L
H
SIDE VIEW
PLAN
NOTE "4"
E
6-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM DIMENSIONS "H" AND "L"
GIVEN IN THE TABLE, SO A REDUCTION IN
EACH OF THE ABOVE DIMENSIONS WILL
INCREASE SUPPORT LOAD CARRYING CAPACITY.
X
(TYP.)
Ø15 WEEP HOLE
X
(TYP.)
+150 FROM PAVING
BY PIPING
S
BY CIVIL
ANCHOR BOLT (TYP.)
EXIST. PAVING OR
FOUNDATION
(SHALL BE SUPPLIED BY CIVIL)
X
(TYP.)
PIPE
TYPE "I"
LOADING TABLE FOR TYPE "I"(NOTE
TYPE
A
B
C
D
PIPE
NPS
4"
6"
8"
10"
DN
100
150
200
250
SCH.
40
20
2
1
0
REV.
"6")
H MAX. VERTICAL LOAD(Kg) MAX. AXIAL
MAX. L=1000 L=2000 LOAD (kg)
2000
3000
4000
6000
2600
7500
10000
14000
1000
3000
5200
7500
IRANIAN PETROLEUM STANDARDS
500
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
800
1150
DESCRIPTION
TYPE "II"
SIDE VIEW
NOTE "3"
MISC.6(E.PS)
ELEVATED PIPE SUPPORT
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
38
51
LIFTING HOLES ONE AT EACH
40
(TYP.)
END FROM 2" SCRAP PIPE
Ø12 REINFORCING BARS
1:2:4 CONC.
200
(TYP.)
MAX. 1500
MIN. 320
MKa
1-FOR GENERAL NOTES SEE SHEET No. 4.
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
SECTION "A-A"
40
MKb
MIN. 320
40
ELEVATION
75
90
MIN. 200
"A"
NOTES
T-70 WITH Ø12mm HOLES
200 C/C FOR Ø6mm STIRRUPS
MIN. 200
"A"
50
"B"
300
MKb
150
250
300
LIFTING HOLES ONE "B"
AT EACH END FROM
Ø 2" SCRAP PIPE
ELEVATION
REINFORCING BARS Ø 12
=
300
=
SECTION "B-B"
MAX. 1800
300
Ø 10 STIRRUPS TO BE WELDED
TO CHANNEL AT 200 c/c
-100 CHANNEL
150
275
PLAN
SUPPORT TYPE "A"
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
PLAN
SUPPORT TYPE "B"
MISC.5(C.PS)
CONCRETE PIPE SUPPORT
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
37
51
K
SEE DETAIL "1"
(TYP.)
MAX. LOAD
MAX.800
MAX.800
(TYP.)
X
A
=
X
B
X
1-FOR GENERAL NOTES SEE SHEET No. 4.
L
Y
SECTION
X
A
LOCK NUT
(TYP.)
NUT
(TYP.)
X
+150 FROM
PAVING
EXIST. PAVING OR
COLUMN
ONLY FOR TYPE "D"
E
FABRICATION TABLE
TYPE SECTION
50
A
IPE-100
300
C
HEA-140
1500
B
D
HEA-100
700
HEA-200 3800
60
C
HEA-140 350 35 20
300
600
1100
200
1000
2000
4500
REINF. ANCHOR
HOLE PLATE BOLT
THK.
DIA.
18
6
M18x185
HEA-200 450 40 25
28
10
M24x260
H=2000
500
1000
2500
M16x160
22
28
8
M24x260
(NOTE "4")
MAX. LOAD (Kg)
100
6
HEA-100 250 30 15
LOADING TABLE
H=1000
B S
IPE-100 200 30 10
D
Mx
My
TYPE SECTION MAX. MAX.
(Kgm) (Kgm)
A
A
B
DETAIL "1"
4-SPECIFIED LOAD ARE BASED ON LIMIT OF
MOMENT ON AXIS "Y" AND FRICTION
COEFFICIENT IS 0.3.
SECTION A-A
BY PIPING
BY CIVIL
ANCHOR BOLT (TYP.)
3-DIMENSIONS "L" & "K" TO BE DEFINED BY
PIPING SUPPORT DESIGNER.
X
B
(SHALL BE SUPPLIED BY CIVIL)
6
Y
CENTRE BOLT HOLES
S
A
HOLE DIA.
=
H
(TYP.)
=
=
REINFORCING PLATE
2-MATERIAL SHALL BE AS FOLLOWS:
a) SECTION
: ASTM A-36
b) PLATE
: ASTM A-283 GR.C
c) NUT
: ASTM A-563
A
FLAT 50x6
NOTES
H=3000
-
350
720
1700
H=4000
-
260
550
1200
H=5000
-
400
1000
E
55
100
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.4(P1)
140
FIXED ENDED "T" POST
200
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
36
51
RAISED IDENTIFICATION LETTER
152
90
Y
64
B
C
M27 0 STUD BOLT
1-FOR NOTES SEE SHEET No's. 4 & 33.
90
B
R.=13
TYP.
C
FOR TYPE "B" OR "C"
X
NOTES
C
L
M27x3 COARSE THREAD
SEE END DETAIL
FOR TYPE "B" AND "C"
PLAN
IDENTIFICATION LETTER
79
2
73
6
46
25
TYPE
R.=13
25
SECTION C-C (TYPICAL)
WEDGES AND STUD-TYPE "B"AND"C"
"L"
"X"
"Y"
"C"
285
300
580
130
490
320
610
130
520
"B"
20"
500
320
"C"
26"
650
394
"C"
END VIEW
"F"
400
"B"
"C"
25
DN
16"
"B"
"B"
87
C BOLT HOLE
L
38
29Ø
R.=32
133
R.=13
PIPE SIZE
NPS
TABLE-1
18"
24"
28"
30"
450
600
700
750
311
310
375
330
419
340
441
340
350
600
640
130
130
510
550
650
200
560
680
200
590
660
200
570
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.3(DDS)
DROPDOWN SUPPORT-TYPE "B" & "C"
FOR PULSATING COMPRESSOR PIPING
(FABRICATION DETAILS)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
35
51
SEE TYP. END DETAIL
FOR TYPE "A"
SEE TYP. END DETAIL
PLAN
88
75
2
45
C
L BOLT HOLE
11
3
"A"
11
38
220
220
2
C
L BOLT HOLE
IDENTIFICATION
LETTER
R.=22
84
"A"
52
89
IDENTIFICATION
LETTER
27
89
52
C
L
3
84
FOR TYPE "A"
B
44
B
27
117
44
67
M20x2.5 COARSE THREAD
25
3
1-FOR NOTES SEE SHEET No's. 4 & 33.
M20 0 STUD BOLT
70
A
A
A
A
X
70
NOTES
RAISED IDENTIFICATION LETTER
64
25
RAISED IDENTIFICATION LETTER
86
127
54
SECTION A-A
VIEW "A"
SECTION B-B
TYPICAL END DETAIL WEDGES AND STUD-TYPE "A"
TYPE
"A"
"A"
"A"
PIPE SIZE
NPS
DN
4"
100
114
8"
200
159
6"
150
"A"
10"
250
"A"
14"
350
"A"
TABLE-1
"F"
12"
300
140
184
206
219
"L"
200
210
220
220
230
230
3
"X"
"C"
380
310
390
320
410
340
430
360
420
440
350
370
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.3(DDS)
DROPDOWN SUPPORT-TYPE "A" FOR
PULSATING COMPRESSOR PIPING
(FABRICATION DETAILS)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
34
51
NOTES
C
L OF PIPE
1-
2-
C
L FDN.
ADJUSTING WEDGE SEE DETAIL ON SHEET No's. 34 & 35.
USE TYPE "1A" FOR SIZES 4"(DN100) THRU14"( DN350) PIPES
USE TYPE "1B" FOR SIZES 16"(DN400) THRU 24"(DN600) PIPES
USE TYPE "1C" FOR SIZES 26"(DN650) THRU 30"(DN750) PIPES
C
L OF PIPE
F
FLAT BAR GUIDE(FURNISHED
WITH BASE PLATE)WELD
WITH WEDGE IN PLACE
BASE PLATE
3
X
(TYP.)
3-
CLEARANCE
(TYP.)
13
4-
123
FOR TYPE"1A"
B
FRONT VIEW
FABRICATION NOTES:
4.2- NUTS: ASTM. A-194 GRADE 2H.CLASS 3B FIT.
4.3- WEDGES MAY BE CAST STEEL OR MILD STEEL
WITH THE IDENTIFICATION LETTERS STAMPED ON IT.
6-
7-
136
FOR TYPE"1B"
L(MIN.)
FOR PIPING SIZES 3"(DN80) AND UNDER USE
TYPE "HD-1" GUIDE HOLDDOWNS AS SHOWN ON
SHEET No. 31.
4.1- BOLTS: ASTM. A-193 GRADE B7.CLASS 3A THREAD.
5-
C
FOR GENERAL NOTES SEE SHEET No. 4.
FOR LINES VOLUME BOTTLES OR PULSATION
DAMPENERS DIRECTLY BELOW THE COMPRESSOR
CYLINDER USE WEDGE TYPE "1A","1B" OR "1C"
SUPPORT AS SHOWN IN TABLE-1&2 FOR PIPE SIZES
4"(DN100) THRU 30"(DN750) FINAL ADJUSTMENT
TO BE MADE WHEN THE LINE REACHES OPERATING
TEMPERATURE. TYPE "HD" HOLDDOWN GUIDES MAY BE
USED AS ANCHORS ON PIPE OR BOTTLES FOR SIZES
4"(DN100) THRU 30"(DN750), IF THERMAL EXPANSION
EFFECTS WILL NOT DAMAGE THE COMPRESSOR
CYLINDER, SEE SHEET No. 31.
ITEMS SHOWN IN PHANTOM LINE (ANCHOR BOLTS,
GROUTING, BASE PLATE,ETC.)WILL NOT BE FURNISHED
AS PART OF THIS SHEET).
FOR FABRICATION DETAILS SEE SHEET No's. 34 & 35.
FOR DIMENSIONS "C","F" & "L"SEE SHEET No'S.
34 & 35.
206
FOR TYPE"1C"
ANCHOR BOLTS WELDED
TO BASE PLATE
SIDE VIEW
C ELEVATION
L
ADJUSTABLE WEDGES
SEE DETAIL
TYPICAL WEDGE INSTALLATION
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.3(DDS)
DROPDOWN SUPPORT FOR
PULSATING COMPRESSOR PIPING
(ASSEMBLY)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
33
51
A
FLAT WASHER
PIPE NPS
SIZE DN
[ 180
A
14"
550
580
300
340
L
COMPRESSION
WASHERS
NOTE "7"
12"
K
350
X
(TYP.)
C
L
100
400
18"
450
630
370
STUD BOLT
SIZE
[ 100(TYP.)
16"
NOTES
1- FOR NOTES SEE SHEET No's. 4 & 31.
680
420
470
40
M12
COMPRESSION WASHERS AND
FLAT WASHER
PIER
SIDE VIEW
FRONT VIEW
"TYPE HD.3"
PIPE 12"(DN300) THRU 18"(DN450)
TEMPERATURE RANGE :
40 C TO 340 C
120
1/2 IPB 260
A
FLAT WASHER
*
*
CRADLE
COLD INSULATION
SPECIAL HOLD-DOWN FOR
COLD INSULATED LINES
USE ONLY WITH APPROVAL
COMPRESSION
WASHER
NOTE "7"
L
K
K
[ 100(TYP.)
(TYP.)
PIER
PLATE FOR THIN WALL
* WEAR
PIPE SEE INSTALLATION AND
100
(TYP.)
SEE NOTE 6
SHEET No. 31
FABRICATION DETAILS
SIDE VIEW
PIPE 20"(DN500) THRU 36"(DN900)
TEMPERATURE RANGE :
STUD BOLT DETAIL
C
L
X
FRONT VIEW
"
"
TYPE HD.4
SEE NOTE 6
SHEET No.31
40 C TO 340 C
PIPE NPS
SIZE DN
A
L
K
STUD BOLT
SIZE
20"
500
740
530
24"
30"
600
880
635
750
910
1020
40
M12
36"
900
1070
1170
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.2(HD)
HOLD-DOWNS TYPE "3 & 4"FOR
PULSATING COMPRESSOR PIPING
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
32
51
A
COMPRESSION WASHER
NOTE "7"
FLAT WASHER
NPS 3/4"
PIPE
SIZE
L 75x75x7 (TYP.)
A
DN
20
25
130
130
80
L
K
C
L
1"
85
STUD BOLT
SIZE
X
1 1/2"
2"
40
50
150
160
100
110
25
3"
80
190
140
M6
NOTES
1- FOR GENERAL NOTES SEE SHEET No. 4.
2- THIS DRAWING SPECIFIES TYPE AND APPLICATION OF
HOLD- DOWNS FOR RECIPROCATING COMPRESSOR
PIPING AT GRADE ON CONCRETE SLEEPERS.
3- HOLD-DOWN APPLICATION FOR INSULATED LINES SHALL
BE AS FOLLOWS:
3.1 HOT AND SAFTEY INSULATION:
HOLD-DOWN SHALL BE INSTALLED ON BARE PIPE
(INSULATOR WILL NOT INSULATE THIS AREA).
3.2 COLD INSULATION:
SEE SPECIAL HOLD-DOWN ON SHEET No. 32.
SEE NOTE 6
3.3 STEAM OR ELECTRIC TRACED LINES:
SPECIAL DETAIL SHALL BE GIVEN FOR INDIVIDUAL
PROJECT.
PIER
4- FIELD PROCEDURE FOR TIGHTENING BOLTS:
SIDE VIEW
"TYPE HD.1
" PIPE 3/4"(DN20) THRU 3"(DN80)
TEMPERATURE RANGE : 40 C TO 340 C
USE ONLY WITH APPROVAL FROM STRESS
L
K
[ 80(TYP.)
X
C
L
100
K
SIDE VIEW
SEE NOTE 6
"TYPE HD.2
" PIPE 4"(DN100) THRU 10"(DN250)
TEMPERATURE RANGE :
40 C TO 340 C
NPS
1
.. 80
.. 3" 401/2"-
.. 10" 100 ..250
4"-
.. 900
.. 36" 30012"-
8"
10"
PIPE NPS
SIZE DN
100
150
200
250
L
125
180
230
285
A
K
STUD BOLT
SIZE
310
360
410
35
1/2
177
1/4
252
1/4
503
5- SIZING COLD INSULATED PIPE HOLD-DOWN:
HOLD-DOWN SIZE=
(PIPE OD.)+(2xIC THK.)+(2xCRADELE THK.)
EXAMPLE:6"(DN 150) PIPE, 76 IC,3 CRADLE =
(168)+(2x76)+(2x3)=326 mm.
USE TYPE HD.3 HOLD-DOWN
2
1
0
REV.
6"
ACTUAL LOAD
AT WASHERS (kg)
7-ACCORDING TO HEIGHT OF COMPRESSION WASHERS,
THE THREAD LENGTH (K) AND STUD LENGTH (L) SHALL
BE CORRECTED.
STUD BOLT DETAIL
4"
NO.TURNS
DN
6- ANCHORE BAR REQUIRMENT SHALL BE SPECIFIED BY
CIVIL ENGINEER.
PIER
FRONT VIEW
LINE SIZE
(EXAMPLE)
EXAMPLE TYPICAL DRAWING SYMBOLS
COMPRESSION
WASHERS
NOTE "7"
(TYP.)
4.3 TURN NUT AT COMPRESSION WASHERS THE
ADDITIONAL NUMBER OF TURNS INDICATED IN CHART
ARRANGEMENT DRAWING SPOOL DRAWING
[ 180
FLAT WASHER
4.2 TIGHTEN ALL NUTS BY HAND (FINGER TIGHT)
HD.2 4"(DN100)
(EXAMPLE)
A
0)
10
DN
(
4"
HD.2
FRONT VIEW
4"(DN 100)
4.1 FOR ALL INSULATED AND UNINSULATED LINES.
M10
450
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.2(HD)
HOLD-DOWNS TYPE "1 & 2"
FOR PULSATING COMPRESSOR PIPING
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
31
51
NOTES
C
LINE OR VOLUME BOTTLE
D
NOTE "5"
SPRING COMPRESSED
INSTALLATION AS REQD.
3-FABRICATION DRAWINGS, ( INCLUDING
ADDITIONAL INFORMATION SUCH AS SPRING
RATE, STUD DIAMETER ETC.) SHOULD BE
PREPARED AT DETAIL DESIGN STAGE.
2
(TYP.)
50
MIN.
X
=
=
B
MIN.
E
(TYP.)
MIN.
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-USE ADJUSTABLE SPRING WEDGES WHERE
REQUIRED BY VIBRATION ANALYSIS ON
PULSATING LINES, VOLUME BOTTLES AND
PULSATION DAMPENERS AT RECIPROCATING
PUMPS AND COMPRESSORS.
4-FIGURES RELATED TO "MIN." SHALL CONFORM
TO THOSE SPECIFIED IN PROJECT SPEC.
5-DIMENSION "D" MAY BE ADJUSTED ACCORDING
TO LINE CONDITION.
A
MIN. MIN.
13mm. SQUARE BARS AND BASE PLATE
FURNISHED WITH FOUNDATION
LINE OR BOTTLE
SIZE
NPS
2"~4"
DN
A
B
DIMENSIONS
C
D
E
50 ~ 100
160
165
115
180
43
10"~14" 250 ~ 350
160
290
200
275
60
370
64
420
64
6"~8"
150 ~ 200
16"~20" 400 ~ 500
24"~32" 600 ~ 800
34"~46" 850 ~ 1150
48"~60" 1200 ~ 1500
160
240
240
240
240
205
135
330
215
445
270
380
495
240
290
210
290
395
45
60
64
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
MISC.1(ASW)
ADJUSTABLE SPRING WEDGES
FOR PULSATING PIPING
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
30
51
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL SHALL BE AS FOLLOWS:
PLATE
: ASTM-A283 GR.C
T
: ASTM-A36
X
(TYP.)
900
S1
C
=
S1
B
DETAIL
"A"
C
=
"F"
=
=
=
= = = = = = = =
D1
10
DETAIL
=
10mm
THICKNESS
S
=
R
=
A
=
S
70 FOR 2"(DN50)~3"(DN80)
1
40 FOR 1/2"(DN15)~1/2"(DN40)
NOTES
D
DETAIL
10
"G"
FABRICATION TABLE OF DETAIL "F" & "G"
PIPE SIZE
NPS
4"
6"
8"
10"
R
A
57
122
200 110
147
DN
100
150
84
136
250 136 160
B
C
160
24
260
26
210
26
300 24
12"
300 162 171
350 26
16"
400 203 191
420 25
14"
350 178 179
18"
450 228 158
24"
600 305 179
20"
500 254 164
D
S
MAX.
1000
1100
380 27 1200
420 41
450 37
1300
520 36 1400
6
6
S1
6
D1
98
8
112
8
8
138
10
8
159
8
10
10
8
8
8
125
151
171
10
8
138
10
8
159
10
8
144
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
LS2
LINE STOP FOR HORIZ. HOT INSULATED PIPES
(FABRICATION DETAILS)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
29
51
NOTES
X
50
T-60x7 FOR 1/2"(DN15)~1 1/2"(DN40)
T-100x11 FOR 2"(DN50)~3"(DN80)
PAD
NOTE "2"
X
SEE DETAIL "A"
X
(TYP.)
EXIST. STRUCTURE
NOTE "4"
1/2"(DN15~3"(DN80)
5-FOR PAD DETAIL AND DIMENSION TABLE SEE
SHEET No. 27.
6-FOR FABRICATION DETAILS SEE SHEET No. 29.
50
x
PAD
NOTE "2"
X
x
(TYP.)
X
(TYP.)
SECTION
EXIST. STRUCTURE
250
= =
SEE DETAIL "G"
NOTE "4"
2-MATERIAL OF PAD SHALL BE SAME AS PIPE
MATERIAL. IT ALSO CAN BE MADE OF PIPE
SEGMENT INSTEAD OF PLATE.
4-THE GAP BETWEEN STOP AND STRUCTURE
SHALL BE DETERMINED BY STRESS ANALYST.
SECTION
NOTE "5"
50
1-FOR GENERAL NOTES SEE SHEET No. 4.
3-MATERIAL SHALL BE AS FOLLOWS:
PLATE
: ASTM-A283 GR.C
T
: ASTM-A36
150
50
4"(DN100)~24"(DN600)
SEE DETAIL "F"
SECTION
NOTE "5"
LOAD TABLE
PIPE SIZE
NPS
1/2"~11/2"
2"
3"
4"
6"
8"~12"
DN
15 ~ 40
200
T-60x7
800
T-100x11
100
2000
HEA-100
200 ~ 300
6000
HEA-200
50
80
150
14"~18"
350 ~ 450
24"
600
20"
MAX. AXIAL
STOP SECTION
LOAD (Kg)
500
3000
HEA-140
8000
HEA-240
10000
HEA-260
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
LS2
LINE STOP FOR HORIZONTAL HOT
INSULATED PIPES
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
28
51
F
=
DETAIL
8"
10"
12"
14"
16"
200
C
57
22
55
80
110
47
87
128
119
175
84
72
103
250 136
60
104 150
350 178
79
131
300 162
400 203
18"
450 228
24"
600 305
20"
36
500 254
71
91
58
64
79
PIPE SIZE
R
S2
147
144
190
210
155 225
184 261
D
24
S
S1
6
6
25
41
15
11
R
8
S
2
°
200
12"
300
16"
400
1
1" 1/2"
25
17
40
24
120
2"
TABLE OF PAD
3"
50
80
30
45
4
4"
6"
57
84
100 150
5
150
250
350
18"
450
24"
600
20"
DETAIL OF PAD
3
8"
14"
Ø6 VENT HOLE
13
100
6"
37
20
4"
10"
10
F
NPS DN
26
NPS 1/2" 3/4"
DN
FABRICATION TABLE OF DETAIL "G"
PIPE SIZE
8
27
"G"
500
8"
10" 12"
110
136.5 162
150
H
M
160
206
256
300
200 350
380
420
250 450
522
24
S2
S3
I
6
6
8
150
8
III
26
27
25
41
10
8
37
2
1
0
REV.
14"
16"
178
203 228.6 254
18"
20" 24"
200 250 300 350 400 450 500 600
6
II
250x6
100
150
B
M
250x8
6"
A
S3
250x6
4"
R
S3
M
250x8
NPS DN
III
=
"F"
FABRICATION TABLE OF DETAIL "F"
PIPE SIZE
II
250x10
DETAIL
E
NOTE "2"
100x6
C
D
3-PLATE MATERIAL SHALL BE :ASTM-A283 GR.C
100x8
C
B
2-THE LENGTH "E" SHALL BE SELECTED
DEPENDING ON WIDTH OF BEAM.
100x10
S1
S
S1
B
1-FOR GENERAL NOTES SEE SHEET No. 4.
250
A
R
A
S
D
I
H
S2
100
S2
NOTES
10
120
305
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
LS1
LINE STOP FOR HORIZONTAL BARE PIPES
(FABRICATION DETAILS)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
27
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
X
50
3-PLATE MATERIAL SHALL BE :ASTM-A283 GR.C
X
100
PAD
NOTE "2"
X
(TYP.)
NOTE "4"
PIPE SIZE
6
NPS
1/2"~11/2"
EXISTING STRUCTURE
2"
3"
1/2"(DN15)~3"(DN 80)
4"
(TYP.)
NOTE "4"
PAD
NOTE "2"
100
250
200
300 ~ 400
450 ~ 600
MAX. AXIAL
LOAD (Kg)
5-FOR FABRICATION DETAILS SEE SHEET No. 27.
150
500
2000
5000
6000
7000
X
(TYP.)
SEE DETAIL "F"
NOTE "5"
X
80
10"
18"~24"
50
50
150
12"~16"
X
DN
15 ~ 40
6"
8"
R=25
50
4-THE GAP BETWEEN STOP AND STRUCTURE
SHALL BE DETERMINED BY STRESS ANALYST.
LOAD TABLE
150
150
50
2-MATERIAL OF PAD SHALL BE SAME AS PIPE
MATERIAL, IT ALSO CAN BE MADE OF PIPE
SEGMENT INSTEAD OF PLATE.
X
(TYP.)
X
(TYP.)
X
EXISTING STRUCTURE
4"(DN100)~24"(DN600)
SEE DETAIL "G"
NOTE "5"
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
LS1
DATE
LINE STOP FOR
HORIZONTAL BARE PIPES
1/2"(DN15)~24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
26
51
NOTES
1- FOR GENERAL NOTES SEE SHEET No. 4.
PIPE CLIP
2- MINIMUM LENGTH OF THREAD ENGAGEMENT EQUALS TO
DIAMETER OF ROD.
3- TACK WELD OF ROD TO EYENUT SHALL BE DONE AFTER
PIPE ELEVATION ADJUSTMENT IN OPERATION.
PIPE CLIP
4- FOR FABRICATION DETAILS OF PIPE CLIP,EYE NUT AND
ROD SEE SHEET No. 24.
UPPER PIPE
C
L
C
L UPPER PIPE
5- USE OF THESE SUPPORTS SHALL BE RESTRICTED TO
SPECIAL CASES WHERE THE USE OF OTHER TYPES
ARE IMPRACTICAL.
LOAD BEARING PIPE
LOAD BEARING PIPE
EYE NUT
ROD
H
H
EYE NUT
7- TYPE "B" SHALL ALSO BE USED FOR BARE PIPES
ABOVE 100 °C.
ROD
EYE NUT
EYE NUT
LOCK NUT
(TYP.)
PIPE CLIP
LOWER PIPE
C
L
PIPE CLIP
LOCK NUT
(TYP.)
LOWER PIPE
C
L
SUPPORTED PIPE
DISTANCE PIECE
(TYP.)
6- LOAD BEARING PIPE (UPPER PIPE) SHALL BE CHECKED
FOR ALLOWABLE STRESSES AND DEFLECTION.
MAX. LOAD
TYPE "A"
FOR UNINSULATED PIPES
SUPPORTED PIPE
DISTANCE PIECE
(TYP.)
MAX. LOAD
TYPE "B"
FOR INSULATED PIPES
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
HR2
DATE
HANGER SUPPORT
PIPE TO PIPE
3"(DN80) ~ 24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
25
51
H2
G
G
DISTANCE PIECE
G
BOLT
(TYP.)
DISTANCE PIECE
(NOTE "3")
CLIP DETAIL
TYPE "A"
FOR UNINSULATED PIPES
PIPE SIZE CLIPS
ID
NPS
DN
3/4"
20
1"
15
23
25
36
40
28
50
CLIP DIM.
B x T
P
DEVELOPED
LENGTH
TYPE TYPE TYPE TYPE TYPE TYPE
"A"
"B" "A" "B" "A" "B"
Q
35x5
105
175
65
70
35x5
120
190
75
70
35x5
35x5
115
155
70
180
95
240
70
85
P
4-TYPE "B" SHALL ALSO BE USED FOR BARE
PIPES ABOVE 100°C.
5-FOR ASSEMBLY DETAIL SEE SHEET No. 23.
B
CLIP DETAIL
TYPE "B"
(NOTE "2" &"4")
G
TYPE TYPE
"A" "B"
H2
15
10
15
10
15
18
10
12
BOLT
SIZE
HOLE DIA.
M10x45
12
M10x45
12
TYPE TYPE TYPE TYPE
"A" "B" "A" "B"
M10x45
M12x50
12
15
2"
50
62
35x5
175
250
105
80
18
12
M12x50
15
4"
100
118
35x8
300
395
190
95
24
15
M16x65
19
8"
200
224
3"
6"
10"
12"
14"
16"
18"
20"
24"
80
150
250
300
350
400
450
500
600
92
172
278
330
362
412
464
516
618
35x8
35x8
45x10
60x10
55x15
55x15
55x15
65x20
65x20
65x20 90x25
80x20 90x25
260
385
475
575
700
780
905
480
590
685
790
880
975
985
1090
110x25 100x35 1280
1415
90x25 100x30 1090
165
355
1195
305
365
455
500
575
635
715
830
245
315
390
475
95
95
95
90
600
660
740
880
24
24
30
30
36
45
525
115
2-PIPE CLIPS MAY BE FORMED EITHER HOT OR
COLD BUT CONSIDERATION SHALL BE GIVEN TO
THE NEED TO CARRY OUT HEAT TREATMENT ON
COLD FORMED CLIPS OF THK. 10 AND OVER.
FOR INSULATED PIPES
DIMENSIONS TABLE
(NOTE "2")
1-FOR NOTES SEE SHEET No's. 4 & 23.
3-DISTANCE PIECES FOR USE IN PIPE CLIPS SHALL
BE MANUFACTURED FROM STEEL TUBE OF
SUITABLE BORE TO BE A FREE FIT ON THE
CLIP BOLT WITH ENDS CUT SQUARE.
T
B
1 1/2"
ID
P
HOLE DIA.
BOLT
(TYP.)
DISTANCE PIECE
(NOTE "3")
HOLE DIA.
r=1.5T MIN.
T
1/2"
NUT
(TYP.)
ID
r=1.5T (TYP.)
Q
LOCK NUT
r=1.5T MIN.
(TYP.)
r=1.5T (TYP.)
G
H2
NOTES
LOCK NUT
(TYP.)
45
54
54
63
15
15
17
17
20
24
24
29
29
33
M16x65
M16x65
M20x80
M20x
80
M24x
100
M30x
120
M30x
130
M36x
140
M36x
150
M42x
170
M20x
90
M24x
110
M30x
130
M30x
140
M36x
150
M36x
160
M42x
180
19
19
24
24
28
35
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
HR1
42
48
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
35
42
DESCRIPTION
DATE
HANGER SUPPORT
FOR HORIZONTAL PIPES
(CLIPS FABRICATION DETAILS)
DRAWING No.
IPS-D-PI-130
SHEET REV.
24
51
EXISTING STRUCTURE
NOTES
EXISTING STRUCTURE
ØC
1-FOR GENERAL NOTES SEE SHEET No. 4.
ØA
X
F
E
MIN.
EYE NUT
D1
BOLT
r=1.5T MIN.
H
G1
ROD
K
TACK WELD
(TYP.) NOTE "4"
FLAT
H1
HANGER LUG
2-MINIMUM LENGTH OF THREAD ENGAGEMENT EQUALS
DIAMETER OF ROD.
EYE NUT
NOTE "2"
ØB1
LOCK NUT
L
NUT
EYE NUT DETAIL
T1
N
4-TACK WELD OF ROD TO EYE NUT SHALL BE DONE
AFTER PIPE ELEVATION ADJUSTMENT IN OPERATION.
5-MATERIAL SHALL BE AS FOLLOWS:
ROD
: ASTM-A36
: ASTM-A283 Gr. C
FLAT
: ASTM-A668
EYE NUT
: ASTM-A307
BOLT
: ASTM-A563
NUT
: ASTM-A283 Gr. C
CLIP
DISTANCE PIECE : ASTM-A500
6-FOR CLIP FABRICATION DETAILS SEE SHEET
No. 24.
HANGER LUG DETAIL
ØA
CLIP
NOTE "6"
HOLE DIA.
ØM
3-THE PIPE CLIPS SHALL REMAIN EXPOSED AND
SHALL NOT BE COVERED.
S
MAX. LOAD
ASSEMBLY
ROD DETAIL
TYP. FOR TYPE A & B
(NOTE "3")
ROD
DIA. B1
A
DIMENSIONS TABLE
C
D1
E
F
G1
32
25
14
16
64
10
7
12
9
16
12
20
14
24
17
30
21
36
26
42
30 80
38
45
30
40
50
70
75
100
16
20
18
H1
FLAT
SIZE DEVEL. S
NxT1 LENGTH
14
M12x80
60
8
18
M16x110
75x10
70
8
22
75
8
85
165 100
200 120
50
85
55
28
28 124 115
34
120
45 180
HOLE BOLT
DIA. SIZE
6
75
25 102
46
X
M10x70
73
38 146
L
12
24
40
K
80
40
6
S
L1
50x6
200
26
L1
MIN. MAX.
80
30
90
240
38
110
M20x130 75x12
250
46
140
26
M24x150 100x12
320
54
160
10
33
M30x170 100x16
340
66
200
90
10
39
M36x200
440
78
230
95
10
46
M42x220
510
96
280
120x20
MAX.
H
ROD
LOAD
NPS DN DIA. MIN. MAX. (kg)
PIPE SIZE
1/2"
3/4"
20
1"
25
1 1/2" 40
2"
50
4"
100
8"
200
3"
1500
15
6"
10"
12"
14"
16"
18"
20"
24"
80
150
250
300
350
400
450
500
600
10
12
16
20
24
30
36
42
270
275
1600
310
315
360
375
400
510
540
1700
1800
665
760
800
865
905
1090
280
450
900
1350
1800
2000
2250
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
HR1
3600
5900
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
2700
4500
DESCRIPTION
DATE
HANGER SUPPORT
FOR HORIZONTAL PIPES
1/2"(DN15) ~ 24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
23
51
NOTES
METALE COVER
PAD
(TYP.)
2-ANGLE MATERIAL : ASTM-A36.
L
X
(TYP.)
TY
GUIDE
1-FOR GENERAL NOTES SEE SHEET No. 4.
INSULATION
2
P
.
SHEET
X
1/2"(DN15)~2"(DN50)
INSULATION
METALE COVER
SHEET
OVER LAPPING
OF THE METAL
COVER SHEET
TO BE SEALED
TY
2
P
.
L
X
(TYP.)
GUIDE
(TYP.)
OVER LAPING
OF THE METAL
COVER SHEET
TO BE SEALED
X
3"(DN80)~24"(DN600)
PIPE
SIZE
2
MARK
GUIDE DETAIL
GUIDE
L
2
1
0
REV.
1/2"~2"
3"~6"
8"~14"
16"~24"
(DN15~DN50) (DN80~DN150) (DN200~DN350) (DN400~DN600)
L-50x5
L-60x6
60
80
L-100x10
L-120x12
100
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
G3
GUIDE SUPPORT FOR
HORIZONTAL COLD INSULATED PIPES
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
22
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
FREE TO SLIDE
NOTE "3"
X
(TYP.)
= =
= =
X
(TYP.)
SECTION
=
SECTION
=
=
SECTION
X
MAX.
LATERAL
LOAD (kg)
=
8"(DN200)~24"(DN600)
1/2"(DN15)~6"(DN150)
PIPE
SIZE
3-THE GAP BETWEEN SHOE & GUIDE SHALL BE
DETERMINED BY STRESS ANALYST.
L
L
L
2-ANGLE MATERIAL : ASTM-A36 Gr. C.
FREE TO SLIDE
NOTE "3"
1/2"~4"
6"~18"
20"
24"
(DN15~DN100) (DN150)~(DN450) (DN500) (DN600)
L30x3
L50x5
L70x7
3
5
7
100
60
600
1500
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
2500
G2
GUIDE SUPPORT
FOR HORIZONTAL HOT INSULATED PIPES
1/2"(DN15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
21
51
FREE TO SLIDE
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL FOR SECTIONS SHALL BE ASTM-A36.
H
3-THE GAP BETWEEN PIPE & GUIDE SHALL BE
DETERMINED BY STRESS ANALYST.
H
SECTION
X
SECTION
NOTE "3"
FREE TO SLIDE
NOTE "3"
NOTES
X
(TYP.)
X
(TYP.)
MAX. LATERAL LOAD
X
(TYP.)
MAX. LATERAL LOAD
1/2"(DN15)~14"(DN350)
16"(DN400)~24"(DN600)
PIPE
SIZE
1/2"~11/2"
SECTION
L30x3
L50x5
50
100
200
400
600
5
7
H
MAX.
LATERAL
LOAD (Kg)
X
2"~4"
6"
8"
10"
16"
14"
12"
18"
24"
20"
(DN15~DN40) (DN50~DN100) (DN150) (DN200) (DN250) (DN300) (DN350) (DN400) (DN450) (DN500) (DN600)
3
L70x7
150
L80x8
200
IPE 80
IPE 100
250
350
800
8
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
G1
1000
4~5
2
1
0
REV.
4~6
DATE
GUIDE SUPPORT
FOR HORIZONTAL BARE PIPES
1/2"(DN15)~24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
20
51
NOTE "2 & 3"
1
X
(TYP.)
1
B
B
MAX.
LOAD
(TYP.)
X
2
MAX.
LOAD
2
NOTE "2 & 3"
B
MAX.
LOAD
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL OF REINFORCING PAD SHALL BE SAME
AS PIPE MATERIAL, IT ALSO CAN BE MADE OF
PIPE SEGMENT INSTEAD OF PLATE.
2
3-REINFORCING PAD SHALL BE USED FOR CS-PWHT
OR ALLOY AND STAINLESS STEEL PIPES.
4-MATERIAL SHALL BE AS FOLLOWES:
a) PIPE : API 5L-Gr. B.
b) PLATE : ASTM-A283 Gr. C.
A
EXIST. STRUCTURE
PIPE
r
Ø 6 HOLE
R
r=25
HOLE DIA. 10
L
B
1
t
DETAILS FOR PART
(REINFORCING PAD)
NOTE "3"
NOTE "2"
2"
3"
50
80
4"
100
8"
200
6"
10"
12"
14"
16"
18"
20"
24"
150
250
300
350
400
450
500
600
430
860
2280
2750
3390
120
180
230
250
250
300
350
350
450
600
350x5
NPS DN
PART
MAX.
LOAD (Kg) DEVELOP. (Lxt)
LENGTH
60
130
100
350x8 350x6
PIPE SIZE
1
R
30
45
0
105
120
57
115
110
115
162
85
84
136
178
203
228
254
305
120
105
95
95
85
100
110
PART
2
A
B
NPS DN MAX. MAX.
2"
50
3"
80
6"
150
200
10"
250 250
12"
300
16"
400 300
350
X
2
T
3.91
5.49
7.11
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
400
6.35
550
CLOSE END USING
THK.6
T
50
DETAILS FOR PART
500x10
0
10
FS5
FIELD SUPPORT FOR VERTICAL PIPES
FROM STEEL STRUCTURE
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
19
51
NOTES
100
K
X
X
X
X
20
P
HOLE DIA. 7
PIPE SIZE
P
NPS DN
K
1/2"
15
30
65
1"
25
44
72
11/2"
20
40
36
58
68
P
L-50x5
C
C
79
100
DETAILS FOR PART
NOTE "2 & 4"
1
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
FS4
25
100
100
SECTION C-C
100
2
1
0
REV.
25
25
6
MAX. 210
6
K
HOLE DIA. 7
MAX. 1500
= =
K
ASSEMIBLY FOR VERTICAL
PIPES
30
3/4"
25
TYPE "C"
TYPE "B"
30 20
3-BASE MATERIAL OF FLAT SHALL BE SAME AS
PIPE MATERIAL.
(ASSEMIBLY FOR VERTICAL PIPES
ADJACENT TO STEEL STRUCTURE)
X
X
ASSEMIBLY FOR HORIZONTAL
PIPES
2-FOR U-BOLT SEE SHEET No. 47.
EXIST. STRUCTURE
EXIST. STRUCTURE
OR +150 FROM PAVING
TYPE "A"
NOTE "3"
1-FOR GENERAL NOTES SEE SHEET No. 4.
4-MATERIAL SHALL BE AS FOLLOWS:
a) ANGLE : ASTM-A36
b) PLATE : ASTM-A283 Gr. C
X
EXIST. STRUCTURE
OR +150 FROM PAVING
C
L OF PIPE
MAX. 1200
MAX. 1400
1
U-BOLT
NOTE "2"
FLAT 50x6
150
MAX. 1200
NOTE"2"
X
50
U-BOLT
L-50x5
2
FIELD SUPPORT FOR PIPES
DETAILS FOR PART
NOTE "2 & 4"
2
1/2"(DN 15)~1 1/2"(DN40)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
18
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL OF NECK SHALL BE SAME AS BASE
MATERIAL OF ELBOW . WELDING OF NECK TO
ELBOW SHALL BE DONE IN ACCORDANCE WITH
PIPING WELDING PROCEDURE.
X
1
L1
MAX. HEIGHT
50
A
MIN.
X
(NOTE "3") 2
"A"
t
3-FOR DETAILS OF PART 2 SEE SHEET No. 13.
d
d
VIEW
X
DETAILS FOR PART
EXIST. STRUCTURE
OR +150 FROM PAVING
4-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT GIVEN IN THE
TABLE, SO A REDUCTION IN THE HEIGHT OF
SUPPORT WILL INCREASE ITS LOAD-CARRYING
CAPACITY.
SEE NOTE "2"
EMBEDED PLATE
(BY CIVIL)
"A"
1
SUPPORT ASSEMBLY
PIPE SIZE
MAX.
MAX.
A
830
100
NPS DN LOAD (Kg) HEIGHT MIN.
2"
50
4"
100
3"
80
6"
150
10"
250
8"
12"
14"
16"
18"
20"
24"
200
300
350
400
400
700
2500
910
1160
150
200
450
500
600
5000
1160
200
d
"4")
L1
t
155
ACC. TO PIPING PROJECT SPECIFICATION
DIMENSION TABLE (NOTE
NPS
DN
2"
50
3"
80
4"
100
320
6"
150
500
8"
200
10"
250
145
190
210
350
520
610
630
755
780
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
FS3
FIELD SUPPORT FOR VERTICAL ELBOW
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
17
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-REINFORCING PAD SHALL BE USED FOR CS-PWHT
OR ALLOY AND STAINLESS STEEL PIPES.
X
NOTE "2 & 3" 1
3-MATERIAL OF REINFORCING PAD SHALL BE SAME
AS PIPE MATERIAL , IT ALSO CAN BE MADE
OF PIPE SEGMENT INSTEAD OF PLATE.
X
2
4-FOR FABRICATION DETAILS SEE SHEET No. 12.
X
5
MAX. 1000
MIN. 150
3
5-FOR FABRICATION DETAIL OF PART
SHEET No. 19.
LOAD TABLE(NOTE
PIPE SIZE
NPS DN
X
2"
50
4"
100
8"
200
3"
EXIST. STRUCTURE
OR +150 FROM PAVING
6"
EMBEDED PLATE
(BY CIVIL)
10"
12"
14"
16"
18"
3
20"
24"
5
X
WELDING DETAIL
80
"6")
1
SEE
6-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT OF 1000 MM, SO
A REDUCTION IN THE HEIGHT OF SUPPORT
WILL INCREASE ITS LOAD-CARRYING CAPACITY.
MAX.
LOAD (Kg)
1250
150
250
300
2900
350
400
450
500
4300
600
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
FS2
FIELD SUPPORT FOR HORIZONTAL PIPES
(ASSEMBLY)
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
16
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-REINFORCING PAD SHALL BE USED FOR CS-PWHT
OR ALLOY AND STAINLESS STEEL PIPES.
3-MATERIAL OF REINFORCING PAD SHALL BE SAME
AS PIPE MATERIAL, IT ALSO CAN BE MADE OF
PIPE SEGMENT INSTEAD OF PLATE.
X
NOTE "2 & 3"
50
NOTE "6"
3
MAX. HEIGHT
A
MIN.
X
1
LOAD TABLE (NOTE
PIPE SIZE
2"
50
4"
100
3"
150
10"
250
8"
12"
14"
20"
OR +150 FROM PAVING
80
6"
18"
EXIST. STRUCTURE
MAX.
200
800
500
1000
600
1400
700
2000
A
NPS DN LOAD (Kg) HEIGHT MIN.
16"
X
MAX.
"7")
24"
200
300
4-FOR FABRICATION DETAIL OF PART
SHEET No. 10.
3
SEE
5-FOR FABRICATION DETAIL OF PART
SHEET No. 19.
1
SEE
6-WELD SHALL BE GROUND IN CONTACT WITH
PART
3 .
7-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT GIVEN IN THE
TABLE, SO A REDUCTION IN THE HEIGHT OF
SUPPORT WILL INCREASE ITS LOAD-CARRYING
CAPACITY.
100
350
400
450
500
150
600
EMBEDED PLATE
(BY CIVIL)
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
FS1
FIELD SUPPORT FOR VERTICAL PIPES
NEAR ELBOW (ASSEMBLY)
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
15
51
NOTES
t2
NECK
50
50
t1
2
1
50
L
NECK
t2
t1
NECK
TYPE "B"
(VERTICAL ELBOW WITH COMMON B.O.P.)
DIMENSION TABLE
1/2"
15
1"
25
2"
50
155
100
260
3"
4"
80
6"
150
10"
250
8"
12"
14"
16"
18"
20"
24"
1500
40
200
500
600
465
670
760
350
450
365
570
300
400
120
210
2000
11/2"
20
2500
3/4"
d
TYPE TYPE TYPE
NPS DN
"A" "B" "C"
865
965
1065
1270
120
155
160
265
425
430
500
615
600
120
155
145
190
210
320
350
500
520
610
630
755
780
1/2"
15
1"
25
2"
50
3"
80
6"
150
10"
250
12"
300
16"
400
3/4"
11/2"
20
40
t1
t1
t2
3.7
3.9
L1
4.5
DETAILS FOR PART
5.1
(SEE NOTES "2" & "4")
3.9
5.5
PIPE
PLATE 6 THK.
10
7.1
Ø 10 HOLE
6.4
1
2
1
0
REV.
d
L
L1
TYPE "C"
d
NPS DN
200
EXIST.
SUPPORT
(VERTICAL OR HORIZONTAL
ELBOW WITH COAXIAL NECK)
NECK
ACCORDING TO PROJECT PIPING SPECIFICATION
PIPE SIZE MAX.
L
t2
TYPE "A"
3-MATERIAL SHALL BE AS FOLLOWS:
a) PIPE : API 5L-Gr.B
b) PLATE : ASTM-A283 Gr.C
4-DIMENSION OF BEVEL END SHALL BE AS PER
ANSI B16.25.
EXIST.
SUPPORT
(VERTICAL ELBOW WITH COMMON B.O.P.)
2
1
200
EXIST.
SUPPORT
200
L
2-MATERIAL OF NECK SHALL BE SAME AS BASE
MATERIAL OF ELBOW. WELDING OF NECK TO
ELBOW SHALL BE DONE IN ACCORDANCE WITH
PIPING WELDING PROCEDURE.
t2
t1
1-FOR GENERAL NOTES SEE SHEET No. 4.
2
1
50
t2
IRANIAN PETROLEUM STANDARDS
(SEE NOTES "3" & "4")
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
DS1
DUMMY SUPPORT FOR ELBOWS
MAX. 2600
DETAILS FOR PART
DESCRIPTION
2
1/2"(DN 15)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
14
51
H
2
X
6
X
X
X
C
HOLE DIA.
NOTE "3"
EXIST. STRUCTURE
E
SEE SHEET No.17.
6-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT GIVEN IN THE
TABLE, SO A REDUCTION IN THE HEIGHT OF
SUPPORT WILL INCREASE ITS LOAD-CARRYING
CAPACITY.
ANCHOR BOLT
(NOTE "3")
6
1
C
=
X
4-FOR DETAILS OF PART
5-MATERIAL SHALL BE AS FOLLOWS:
a)CHANNEL
:ASTM-A36
b)PLATE
:ASTM-A283 GR.C
ANCHOR BOLT
(SHALL BE SUPPLIED BY CIVIL)
TYPE "A"
=
B
+150 FROM PAVING
3-DRILLING OF PLATE SHALL BE DONE ONLY FOR
ANCHOR TYPE "A".
S
2
X
MAX. HEIGHT
NOTE "4" 1
MAX. HEIGHT
X
2-MATERIAL OF NECK SHALL BE SAME AS BASE
MATERIAL OF ELBOW . WELDING OF NECK TO
ELBOW SHALL BE DONE IN ACCORDANCE WITH
PIPING WELDING PROCEDURE.
A
MIN.
1
NOTE "4"
1-FOR GENERAL NOTES SEE SHEET No. 4.
SECTION
X
A
MIN.
X
NOTES
EMBEDED PLATE
(BY CIVIL)
=
TYPE "B"
(ON STEEL STRUCTURE)
(ON CONCRETE)
DIMENSION TABLE (NOTE
PIPE SIZE MAX. MAX. MAX. A
VERT. HORIZ.
SECTION
NPS DN LOAD (Kg) LOAD (Kg) HEIGHT MIN.
2"
50
4"
100
8"
200
3"
6"
10"
12"
14"
16"
18"
20"
24"
80
150
600
900
40
80
830
910
100
150
L-50X5
L-60x6
(NOTE "5")
"6")
C
S
H
E
140
25
6
880
20
30
10
1000
24
350
400
2950
150
450
500
600
5000
800
1160
200
L-100x10 280
L-150x15 320
50
12
1300
40
60
2
HOLE ANCHOR
DIA.
18
BOLT
M16x140
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
250
300
=
DETAILS FOR PART
B
170
B
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
22
M20x165
BA3
BASE ANCHOR FOR VERTICAL ELBOW
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
13
51
SECTION
TABLE"2" & "3"
2"
50
4"
100
8"
200
3"
80
6"
250
12"
300
[-100
250
[-140
350
350
16"
400
20"
24"
450
500
=
18"
600
=
650
F
E
F
VIEW "A"
2"
50
4"
100
3"
X
X
S
=
TABLE"4" & "5"(NOTE
B
PIPE SIZE
SECTION
NPS DN
PART 4 PART 5
X
150
10"
250
8"
14"
C
16"
=
18"
20"
=
DETAILS FOR PART
B
=
4
80
6"
12"
=
HOLE DIA.
B
DETAILS FOR PART
3
SECTION
"A"
E
=
14"
DETAILS FOR PART
150
150
10"
460
SECTION
[-50
650
2
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-MATERIAL SHALL BE AS FOLLOWS:
a) PLATE
: ASTM-A283 Gr. C.
b) CHANNEL
: ASTM-A36.
6
DETAILS FOR PART
PIPE SIZE
SECTION A
NPS DN
C
A
NOTES
SECTION
24"
[-100
160
100
C
E
F
140
16
30
[-160
170
130
200
600
18
35
400
500
HOLE ANCHOR
DIA. BOLT
M16x140
18
350
450
S
10
200
300
"2")
5
[-200
180
150
240
20
22
12
M20x165
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
BA2
BASE ANCHOR FOR HORIZONTAL PIPES
FABRICATION DETAILS
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
12
51
NOTE "6 & 7"
1
NOTE "4"
X
X
X
X
ANCHOR BOLT
(SHALL BE SUPPLIED BY CIVIL)
TYPE "A"
X
MAX. 1000
MAX. 1000
MIN. 150
5
1
SEE
4-FOR WELDING DETAIL SEE SHEET No. 16.
3
4
+150 FROM PAVING
3-FOR FABRICATION DETAIL OF PART
SHEET No. 19.
X
X
2
3
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-FOR FABRICATION DETAILS SEE SHEET No. 12.
1
X
X
NOTES
X
MIN. 150
2
NOTE "6 & 7"
X
5-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT OF 1000 MM, SO
A REDUCTION IN THE HEIGHT OF SUPPORT
WILL INCREASE ITS LOAD-CARRYING CAPACITY.
6-REINFORCING PAD SHALL BE USED FOR CS-PWHT
OR ALLOY AND STAINLESS STEEL PIPES.
7-MATERIAL OF REINFORCING PAD SHALL BE SAME
AS PIPE MATERIAL, IT ALSO CAN BE MADE OF
PIPE SEGMENT INSTEAD OF PLATE.
EXIST. STRUCTURE
EMBEDED PLATE
(BY CIVIL)
TYPE "B"
(ON CONCRETE)
(ON STEEL STRUCTURE)
LOAD TABLE (NOTE
PIPE SIZE
"5")
MAX. MAX.
VERT. HORIZ.
NPS DN LOAD (Kg) LOAD (Kg)
2"
50
4"
100
3"
80
6"
150
10"
250
8"
12"
14"
16"
18"
20"
24"
1150
60
200
300
2800
170
350
500
600
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
400
450
2
1
0
REV.
4500
290
BA2
BASE ANCHOR FOR HORIZONTAL PIPES
(ASSEMBLY)
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
11
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
ANCHOR BOLT
(SHALL BE SUPPLIED BY CIVIL)
F
X
E
X
S
X
H
H
SECTION
S
"A"
SECTION
VIEW "A"
F
E
D
D
=
=
=
C
=
=
HOLE DIA.
=
=
DETAILS FOR PART
NOTE "2"
50
4"
100
3"
80
6"
150
10"
250
8"
12"
TABLE "2" & "3"
14"
16"
18"
20"
24"
D
E
F
[-50
800
130
80
100
14
25
[-100
800
160
100
140
16
30
[-140
1400
350
450
500
600
120
180
[-200
2000
S
18
150
240
M16x140
10
20
12
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
22
35
3
HOLE ANCHOR
DIA. BOLT
18
180
400
=
NOTE "2"
200
300
C
DETAILS FOR PART
2
C
PIPE SIZE
MAX.
SECTION
H PART 2 PART 3
NPS DN
2"
2-MATERIAL SHALL BE AS FOLLOWS:
a) PLATE
: ASTM-A283 Gr. C.
b) CHANNEL : ASTM-A36.
M20x165
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
BA1
BASE ANCHOR FOR VERTICAL PIPES
FABRICATION DETAILS
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
10
51
1
X
1-FOR GENERAL NOTES SEE SHEET No. 4.
2-FOR FABRICATION DETAILS SEE SHEET No. 10.
NOTE "7"
NOTE "7"
X
X
TYPE "A"
X
X
ANCHOR BOLT
(SHALL BE SUPPLIED BY CIVIL)
3
EXIST. STRUCTURE
EMBEDED PLATE
(BY CIVIL)
X
MAX. HEIGHT
2
50
MAX. HEIGHT
50
NOTE "5 & 6"
A
MIN.
A
MIN.
X
NOTE "5 & 6"
+150 FROM PAVING
1
X
X
NOTES
3-FOR FABRICATION DETAIL OF PART
SHEET No. 19.
1
SEE
4-ALL MAXIMUM LOADS ARE CALCULATED BASED
ON THE MAXIMUM HEIGHT GIVEN IN THE
TABLE, SO A REDUCTION IN THE HEIGHT OF
SUPPORT WILL INCREASE ITS LOAD-CARRYING
CAPACITY.
5-REINFORCING PAD SHALL BE USED FOR CS-PWHT
OR ALLOY AND STAINLESS STEEL PIPES.
6-MATERIAL OF REINFORCING PAD SHALL BE SAME
AS PIPE MATERIAL, IT ALSO CAN BE MADE OF
PIPE SEGMENT INSTEAD OF PLATE.
7-WELD SHALL BE GROUND IN CONTACT WITH
PART 2 .
TYPE "B"
(ON STEEL STRUCTURE)
(ON CONCRETE)
LOAD TABLE (NOTE
"4")
MAX.
PIPE SIZE MAX.
A MAX.
VERT. HORIZ.
NPS DN LOAD (Kg) LOAD (Kg) MIN. HEIGHT
2"
3"
4"
50
80
100
6"
150
10"
250
8"
12"
14"
16"
18"
20"
24"
700
60
1400
150
1700
140
200
300
800
100
1000
1400
350
500
600
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
400
450
2
1
0
REV.
2900
170
150
2000
BA1
BASE ANCHOR FOR VERTICAL PIPES
NEAR ELBOW (ASSEMBLY)
2"(DN 50)~24"(DN600)
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
9
51
X
A
X
MAX. LOAD
L
A
50
X
50
REINFORCING
PLATE
1-FOR GENERAL NOTES SEE SHEET No. 4.
MAX. LOAD
L
X
NOTES
2-MATERIALS SHALL BE AS FOLLOWS:
a) SECTION
: ASTM A-36
b) PLATE
: ASTM A-283 GR.C
3-ANGLE SIZE & DIMENSION "K" TO BE DEFINED
BY PIPING SUPPORT DESIGNER.
X
EXIST. STRUCTURE
SECTION
(TYP.)
X
TYPE
X
200
45°
50
45°
X
EXIST. STRUCTURE
X
I
TYPE
(FOR HORIZONTAL PIPES)
10
ANGLE
X
MAX. LOAD
K
(TYP.)
K
SECTION A-A
LOAD TABLE FOR TYPE I & II
TYPE SECTION A
A
IPE-80
200
C
IPE-120
250
B
D
E
F
IPE-100
IPE-160
250
300
REINF.
PLATE
L=500 L=750 L=1000 L=1500 L=2000 THK.
MAX. LOAD (Kg)
2940
1970
1110
5840
4830
3600
1650
8900
6910
4300
HEA-140 300
3290
8370
HEA-100 250 10500
II
(FOR VERTICAL PIPES)
50x50x10
(TYP.)
(TYP.)
A
9780
11700
2090
7070
-
-
-
6
-
8
4020
2270
10
10270
8550
-
4420
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
B3
BRACKET
8
10
10
DATE
END WELDED BRACED CANTILEVER
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
8
51
NOTES
X
A
L
X
MAX. LOAD
SEE DETAIL "1"
(TYP.)
L1
X
20
A
L
X
SECTION
X
2-MATERIAL SHALL BE AS FOLLOWS:
a) SECTION : ASTM-A36
b) FLAT
: ASTM-A283 Gr. C
SECTION
EXIST. STRUCTURE
TYPE "A"
L1
1-FOR GENERAL NOTES SEE SHEET No. 4.
EXIST. STRUCTURE
TYPE "B"
E
6
50
20
MAX. LOAD
X
FLAT 50x6
DETAIL "1"
LOAD TABLE
TYPE SECTION
L 40x4
A
L 50x5
L 60x6
L 70x7
L 80x8
[ 80
[ 100
B
L=200 L=300
100
190
330
520
780
1210
1880
60
120
MAX. LOAD (Kg)
L=400
40
90
100
520
390
310
260
350
860
1340
260
690
1040
1580
[ 160
4590
3350
2640
[ 200
5860
7290
-
40
130
2020
[ 180
70
160
2800
3470
30
220
[ 120
[ 140
L=500 L=600 L=800 L=1000 L=1250
2500
4310
5420
1960
3410
4310
210
570
850
50
30
-
180
110
500
320
460
260
720
2170
1850
3580
-
100
1100
2830
-
170
1300
1610
-
20
840
1360
1040
2410
1860
3060
1420
2370
-
-
60
40
170
110
570
850
1160
1510
1930
70
210
370
610
930
1230
1570
A
MIN.
L1
40
40
50
50
100
140
160
180
70
45
80
120
60
80
60
100
E
150
200
250
50
55
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
70
75
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
B2
BRACKET
60
65
DESCRIPTION
LONGITUDINALLY WELDED PLAIN CANTILEVER
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
7
51
L
L
L1
MAX. LOAD
X
L1
MAX. LOAD
X
NOTES
FLAT 50x6
1-FOR GENERAL NOTES SEE SHEET No. 4.
SEE DETAIL "1"
(TYP.)
X
E
6
EXIST. STRUCTURE
TYPE "A"
TYPE SECTION
L 40X4
A
90
60
40
20
210
160
130
100
520
390
310
260
120
L 70X7
520
340
320
780
IPE 80
1080
[ 100
[ 120
IPE 100
B
MAX. LOAD (Kg)
L=200 L=300 L=400 L=500 L=600 L=800 L=1000 L=1250
180
L 80X8
IPE 120
[ 140
[ 160
90
260
720
540
1960
1300
980
3080
2050
1770
1180
2690
4040
5440
60
200
430
880
700
1790
1340
1070
2690
2020
1610
3620
L
1540
2720
780
1230
2170
-
-
-
-
50
30
-
180
110
410
260
170
500
320
40
20
170
100
350
200
590
650
890
1020
1340
1810
490
670
770
1010
1360
-
SECTION
L1
DETAIL "1"
50
100
A
A
TYPE "C"
X
PLAIN CANTILEVER FOR
SPRING SUPPORT
60
70
60
40
120
80
46
200
50
70
320
80
55
150
610
1080
870
64
55
370
570
800
200
L1
60
75
LOAD TABLE FOR TYPE "C"
C
MAX. LOAD
E
40
-
TYPE SECTION C
B
X
TYPE "B"
LOAD TABLE FOR TYPE "A" & "B"
L 50X5
L 60X6
SECTION
X
50
SECTION
S
2-MATERIAL SHALL BE AS FOLLOWS:
a) SECTION :ASTM-A36
b) FLAT
:ASTM-A283 Gr. C
A
SECTION A-A
C
A
B
S
LL-40
30 100
40
6
LL-120
40 150 120
8
LL-80
LL-160
30 120
80
50 180 160
MAX. LOAD (Kg)
L=250 L=500 L=750 L=1000
500
190
8
2000
1000
10
7420
3710
4470
2240
85
630
1490
2480
L1
-
350
1000
200
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
B1
BRACKET
1860
END WELDED PLAIN CANTILEVER
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
6
51
NOTES
1-FOR GENERAL NOTES SEE SHEET No. 4.
X
X
X
2-LOADS AND MOMENTS SHOWN IN THE TABLE,
ARE VALID FOR MINIMUM 300mm.SHOE'S
LENGTH. FOR LESSER LENGTH IT SHALL BE
CALCULATED.
X
X
300
MIN.
EXISTING
STRUCTURE
300
MIN.
EXISTING
STRUCTURE
3"(DN80)~6"(DN150)
SEE NOTE "3"
3-FOR SHOES DETAILS SEE SHEET No.
42 TO 45.
8"(DN200)~18"(DN450)
SEE NOTE "3"
X
X
X
X
(TYP.)
EXISTING
STRUCTURE
300
MIN.
20"(DN500)~24"(DN600)
SEE NOTE "3"
SEE NOTE "2"
PIPE SIZE
NPS
DN
8"
200
3"~6" 80~150
10"
250
MAX. LATERAL MAX. AXIAL MAX. BENDING MAX. TORSIONAL
FORCE
FORCE
MOMENT
MOMENT
(Kg)
(Kg-m)
(Kg-m)
(Kg)
350
900
12"~14" 300~350
16"
400
20"
500
18"
24"
450
600
1000
2260
1000
120
200
400
350
3000
300
60
110
140
2
1
0
REV.
IRANIAN PETROLEUM STANDARDS
A1
280
350
420
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
210
310
DESCRIPTION
DATE
ANCHOR FOR HORIZONTAL
HOT INSULATED PIPES
3"(DN80) ~ 24"(DN600)
DRAWING No.
IPS-D-PI-130
SHEET REV.
5
51
15-ALL BOLTS SHALL BE OF MACHINE TYPE.
16-DIMENSIONS OF STRUCTURAL STEEL SECTIONS ARE BASED ON
DIN STANDARDS.
~
~
~
~
~
~
~
~
~
~
~
~
FS
~
~
~
~
~
~
~
LINE STOP & GUIDE
ELEVATED SUPPORT
OR T-POST
PU
~
~
~
~
~
~
LINE STOP
PICK-UP
~
~
~
HANGER,HOLD DOWNS,
FIELD SUPPORT,SHOES
~
~
14-SUPPORTS RESTING ON OR ANCHORED TO THE PAVING OR TO
PREFABRICATED BASE PLATES SHALL BE ADJUSTED USING A MAXIMUM
GROUT THICKNESS OF 25mm.
FIELD SUPPORT FOR
VERTICAL PIPE
FROM STRUCTURE
GUIDE
~
~
~
~
13-IF IT IS NECESSARY THAT THE WELD BETWEEN A PIPE AND SADDLE
MUST 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 BE
WELDED TO THE PLATE AFTER HEAT TREATMENT.
FS
~
12-IN CASE OF SUPPORTS RESTING ON OR ANCHORED TO THE PAVING,
THE PAVING MUST BE CHECKED FOR THE APPLIED FORCES AND
MOMENTS.
FS
~
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'S
APPROVAL.
DS
~
10-THE STRENGTH OF MATERIALS USED IN THE CONSTRUCTION OF
SUPPORTS MUST COMPLY WITH THE IPS-E-PI-240.
FIELD SUPPORT FOR
VERTICAL ELBOW
BA
~~~
9-IN CASE WHEN THE SUPPORT IS ATTACHED TO THE EXISTING
STRUCTURE, THE EXISTING STRUCTURE SHOULD BE CHECKED FOR
THE APPLIED LOADS.
FIELD SUPPORT FOR
VERTICAL PIPE
NEAR ELBOW
ISOMETRIC DWG.
~
8-FOR LOADS OTHER THAN THOSE LISTED IN THE TABLES, MORE
CALCULATINOS SHALL BE PERFORMED IN ORDER TO SPECIFY THE
SIZES OF STRUCTURAL SECTIONS.
DUMMY SUPPORT
~
7-DIMENSIONS OF NUTS & LOCK NUTS SHALL BE IN ACCORDANCE
WITH ANSI B18.2.2.
BASE ANCHOR
B
~
6-ALL THREADS SHALL COMPLY WITH THE REQUIREMENTS OF
ANSI B1.20.1.
BRACKET
~
5-WELDING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH RELATED
WELDING PROJECT SPECIFICATIONS.
ANCHOR
PIPING ARRANGEMENT DWG.
~
4-UNLESS OTHERWISE SPECIFIED ON DRAWINGS, ALL PIECES DIRECTLY
WELDED TO PIPING SHALL BE THE SAME MATERIAL AS OF PIPE.
TYPE OF SUPPORT
~
3-THE THICKNESS "X" (WELD LEG) SHALL BE AS FOLLOWS:
t < 6
X=t
t > 6
X=6
WHERE "t" IS THE PLATE OR SECTION THICKNESS.
~
18-PIPE SUPPORT SYMBOLS ARE AS FOLLOWS:
~
DENOTES "FIELD WELD".
DENOTES "SHOP WELD".
~
X
~
SYMBOL
17-THE EFFECT OF SUPPORT'S LOADS & MOMENTS ON PIPE, SHALL BE
EVALUATED BY STRESS ENGINEER.
~~~
2-SYMBOL
X
~
1-ALL THICKNESS VALUES AND DIMENSIONS ARE IN mm.
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
STANDARD PIPE SUPPORTS
GENERAL NOTES
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
4
51
SUPPORT
NO.
TITLE
41
PU1
PICK UP SUPPORT FOR
HORIZONTAL PIPES
(FABRICATION DETAILS)
HOLD DOWNS
FOR PULSATING
COMPRESSOR PIPING
42
S1
SLIDE SHOE H-100
CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
52
DROPDOWN SUPPORT
FOR PULSATING
COMPRESSOR PIPING
(ASSEMBLY)
43
S1
SLIDE SHOE H-150
CS-WITHOUT PWHT
1/2"(DN15)~24"(DN600)
53
DROPDOWN SUPPORT
FOR PULSATING
COMPRESSOR PIPING
(FABRICATION DETAILS)
44
S2
SLIDE SHOE H-100
CS-PWHT,ALLOY &
STAINLESS STEEL
1/2"(DN15)~24"(DN600)
54
DROPDOWN SUPPORT
FOR PULSATING
COMPRESSOR PIPING
(FABRICATION DETAILS)
45
S2
SLIDE SHOE H-150
CS-PWHT,ALLOY &
STAINLESS STEEL
1/2"(DN15)~24"(DN600)
55
FIXED ENDED "T" POST
46
S3
SLIDE SHOE FOR
COLD INSULATION
HORIZONTAL PIPES
1/2"(DN15)~24"(DN600)
56
MISC.5
(C.PS)
CONCRETE PIPE
SUPPORT
47
U
U-BOLT FOR
CARBON STEEL PIPES
1/2"(DN15)~24"(DN600)
57
MISC.6
(E.PS)
ELEVATED PIPE
SUPPORT
48
VG1
VESSEL GUIDE SUPPORT
FOR VERTICAL PIPES
2"(DN50)~12"(DN300)
58
VG2
VESSEL GUIDE SUPPORT
FOR VERTICAL PIPES
2"(DN50)~12"(DN300)
59
VS1
VESSEL SUPPORT
FOR VERTICAL PIPES
2"(DN50)~18"(DN450)
60
SUPPORT
NO.
TITLE
31
MISC.2
(HD)
HOLD DOWNS
FOR PULSATING
COMPRESSOR PIPING
32
MISC.2
(HD)
33
MISC.3
(DDS)
34
MISC.3
(DDS)
35
MISC.3
(DDS)
36
MISC.4
(P1)
37
38
SHEET
NO.
39
40
FIGURE
SHEET
NO.
MISC.6
(E.PS)
ELEVATED PIPE
SUPPORT
(SECTION AND DETAILS)
49
PU1
PICK UP SUPPORT FOR
HORIZONTAL PIPES
(ASSEMBLY)
50
FIGURE
SHEET
NO.
51
FIGURE
SUPPORT
NO.
TITLE
VS1
VESSEL SUPPORT
FOR VERTICAL PIPES
2"(DN50)~18"(DN450)
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
STANDARD PIPE SUPPORTS
INDEX
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
3
51
SHEET
NO.
FIGURE
SUPPORT
NO.
TITLE
SHEET
NO.
FIGURE
SUPPORT
NO.
TITLE
SUPPORT
NO.
TITLE
21
G2
GUIDE SUPPORT FOR
HORIZ. INSULATED PIPES
1/2"(DN15)~24"(DN600)
22
G3
GUIDE SUPPORT FOR
HORIZONTAL COLD
INSULATION PIPES
1/2"(DN15)~24"(DN600)
SHEET
NO.
FIGURE
1
STANDARD PIPE SUPPORTS
11
COVER SHEET
BA2
BASE ANCHOR FOR
HORIZONTAL PIPES
(ASSEMBLY)
2"(DN50)~24"(DN600)
2
STANDARD PIPE SUPPORTS
12
INDEX
BA2
BASE ANCHOR FOR
HORIZONTAL PIPES
(FABRICATION DETAILS)
2"(DN50)~24"(DN600)
3
STANDARD PIPE SUPPORTS
13
INDEX
BA3
BASE ANCHOR FOR
VERTICAL ELBOWS
2"(DN50)~24"(DN600)
23
HR1
HANGER SUPPORT FOR
HORIZ.INSULATED PIPES
1/2"(DN15)~24"(DN600)
4
STANDARD PIPE SUPPORTS
14
GENERAL NOTES
DS1
DUMMY SUPPORT
FOR ELBOWS
1/2"(DN15)~24"(DN600)
24
HR1
HANGER SUPPORT FOR
HORIZ. PIPES (CLIPS
FABRICATION DETAILS)
FIELD SUPPORT FOR
VERTICAL PIPES
NEAR ELBOW(ASSEMBLY)
2"(DN50)~24"(DN600)
25
HR2
HANGER SUPPORT
PIPE TO PIPE
3"(DN80)~24"(DN600)
5
A1
ANCHOR FOR HORIZ.
HOT INSULATED PIPES
3"(DN80)~24"(DN600)
15
FS1
6
B1
BRACKET
END WELDED PLAIN
CANTILEVER
16
FS2
FIELD SUPOORT FOR
HORIZONTAL PIPES
(ASSEMBLY)
2"(DN50)~24"(DN600)
26
LS1
LINE STOP FOR
HORIZ. BARE PIPES
1/2"(DN15)~24"(DN600)
7
B2
BRACKET
LONGITUDINALLY WELDED
PLAIN CANTILEVER
17
FS3
FIELD SUPPORT FOR
VERTICAL ELBOWS
2"(DN50)~24"(DN600)
27
LS1
LINE STOP FOR
HORIZONTAL BARE PIPES
(FABRICATION DETAILS)
8
B3
BRACKET
END WELDED BRACED
CANTILEVER
18
FS4
FIELD SUPPORT
FOR PIPES
1
1/2"(DN15)~1/2"(DN40)
28
LS2
LINE STOP FOR HORIZ.
HOT INSULATED PIPES
1/2"(DN15)~24"(DN600)
BA1
BASE ANCHOR FOR
VERTICAL PIPES
NEAR ELBOW(ASSEMBLY)
2"(DN50)~24"(DN600)
19
FS5
FIELD SUPPORT FOR
VERTICAL PIPES FROM
STEEL STRUCTURE
2"(DN50)~24"(DN600)
29
LS2
LINE STOP FOR HORIZ.
HOT INSULATED PIPES
(FABRICATION DETAILS)
BA1
BASE ANCHOR FOR
VERTICAL PIPES
(FABRICATION DETAILS)
2"(DN50)~24"(DN600)
G1
GUIDE SUPPORT FOR
HORIZONTAL BARE PIPES
1/2"(DN15)~24"(DN600)
30
MISC.1
(ASW)
ADJUSTABLE SPRING
WEDGES FOR
PULSATING PIPING
9
10
20
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
STANDARD PIPE SUPPORTS
INDEX
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
2
51
STANDARD PIPE SUPPORTS
2
1
0
REV.
DESCRIPTION
IRANIAN PETROLEUM STANDARDS
DATE
NO REVISION PERMITTED UNLESS APPROVED BY STANDARD ORGANIZATION
STANDARD PIPE SUPPORTS
DATE
DRAWING No.
IPS-D-PI-130
SHEET REV.
1
51