vs1 - اصلی

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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


5051

VS1

IPS-D-PI-130

2"(DN50) ~ 18"(DN450)VERTICAL PIPES

X

T-100x11

FOR 1/2"(DN15) ~ 1 1/2"(DN40)

TYPE "2"

4040

150

230

X

305

7575

4075

40

TYPE "3"

X

TYPE "1"

2550

2550


40

150

40

150


150

150

150

225

2-ALL PLATES SHALL BE 10mm THIKNESS,

NUT : ASTM A-563 BOLT : ASTM A-307 ANGLE : ASTM A-36 PLATE : ASTM A-283 GR.C

3-MATERIAL SHALL BE AS FOLLOWS:

150

TYPE "4"

40

150

380

4075

75150 280

40

X

2550

X

150x70x6

25x25x6

70

20X

NOTE "4"

NOTE "4"NOTE "4"

T : ASTM A-36

EXCEPT FOR SUPPORT TYPE "1" WHICH ARE SHOWN ON ITS DRAWING.

4-FOR LOADS TABLE SEE SHEET No. 51.

WELD TO PIPE ONLYCLIP ANGLES FIELD

X

X

X

FOR VERTICAL PIPES

5149

VG2

210

DESCRIPTION

DRAWING No.

IRANIAN PETROLEUM STANDARDS REV. DATE

DATE SHEET REV.


NOTES

IPS-D-PI-130

VESSEL GUIDE

VESS

EL

1 (TYP.)X

MIN. 350MAX. 500

CHANNEL

150x10

150x6

FLAT

330

278

172

92

ØD

50

80

100

150

200

250

30012"

10"

8"

6"

4"

3"

2"

DNNPS

PIPE SIZE

C L

X3

2

BOLT 2

EXISTING REINFORCING PAD

D/

NUT

T

HOLE DIA.1 GG

1/

5050

FLAT 1

PART 1 DETAILPIPE CLIP

PART 3 DETAIL

30

50

PART 2 DETAIL

P G S

18

24

36

30

30

24

24

15

20

40

30

30

20

20

165

315

62 105

118

245

224

390

475

190

1/

300

385

475

575

700

260

175

8

8

10

15

20

8

5

T DEVEL.LENGTH

BOLT 1

DIA.1HOLESIZE

M12x50

M24x130

M20x100

M20x90

M16x70

14

28

24

24

18

1

M12x250

M10x140

SIZE SIZE

BOLT 2

14

12

HOLEDIA.2 R

60

120FROM 2"(DN50)~12"(DN300)

P

F

1005030

0

400

HOLE DIA.2

HOLE DIA.2

60

80

100

140

200

240

400

MAX. LOADON GUIDE

(KG)

DISTANCE PIECE

E

SEE DETAIL "A"

EXIST. VESSEL

EXIST.

LOCK NUT

SBOLT 1

REINFORCING PAD

CHANNEL

LOCK NUT

SLIDING SECTION2

FIXED PLATEWASHER

DETAIL "A"

NUT

E

64

84

104

124

80

100

LMAX.MIN.366

368

372

372

366

362

360

216

218

222

222

216

212

210

ASTM A-283 GR.CASTM A-563ASTM A-307ASTM A-36ASTM A-283 GR.CASTM A-283 GR.C

::::::

WASHER NUT BOLT CHANNEL

RUN.3-PIPE SHALL BE FREE TO SLIDE IN VERTICAL

COORDINATED WITH VESSEL MANUFACTURER. MATERIAL OF REINFORCING PADS SHALL BE

2-DIMENSIONS, LOCATIONS AND TYPE OF

FLAT PLATE

4-MATERIALS SHALL BE AS FOLLOWS:


F

100

: ASTM A-500DISTANCE PIECE

==

L

R

36

94

185

154

122

67

54

VESSEL GUIDE SUPPORT

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


4851

5-MATERIALS SHALL BE AS FOLLOWS: U-BOLT FLAT

VG1

IPS-D-PI-130

FOR VERTICAL PIPESFROM 2"(DN50)~12"(DN300)

10

U-BOLT(NOTE "2")

(NOTE "4")

Ød1

MAX. 500MIN. 350

X

X(TYP.)

(TYP.)

X

32

1

EXIST. VESSELEXISTING

10

C V

ESSE

L

L

QPQ

S

HOLE DIA.Ød2

ANGLE

PART 1 DETAIL

PART 2 DETAIL

MAX. 480MIN. 330

CHANNEL

B

PART 3 DETAIL

FLAT

2-FOR U-BOLT DETAILS REFER TO SHEET No. 47 TYPE "B".

3-DIMENSIONS, LOCATIONS AND TYPE OF MATERIAL OF REINFORCING PADS SHALL BE COORDINATED WITH VESSEL MANUFACTURER.

4-PIPE SHALL BE FREE TO SLIDE IN VERTICALRUN.

CHANNEL ANGLE NUT WASHER

PIPE SIZE

NPS DN

2"

3"

4"

6"

8"

10"

12" 300

250

200

150

100

80

50

Ød1

6

10

12

16

ANGLE

SIZE L

50x5

70x7

254

372

474

580

694

200

140

Ød2

19

14

12

8

S P Q

70

100

344

290

234

182

124

35

50

175

145

120

95

65

30

40

FLAT

LENGTHSIZE B

50x6

100x10

100

200

CHANNEL

50

100

MAX. LOADON GUIDE(Kg)

210

350

550

900

1400

100

80

REINFORCING PAD

40

EXIST. REINFORCING PAD

EXIST. VESSEL

NOTE "3"

::::::

ASTM A-36ASTM A-283 GR.CASTM A-36ASTM A-36ASTM A-563ASTM A-283 GR.C

L

E

E

50

100

U-BOLTS FOR CARBON STEEL PIPES

IPS-D-PI-130

1/2"(DN15)~24"(DN600)

NOTES

4751


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

U

d1

DIMENSIONS TABLE

3-MATERIALS SHALL BE AS FOLLOWS:


2-"H" AND "L" HAVE BEEN CALCULATED BASED ON PLATE THICKNESS UP TO 10mm.

PIPESIZE

NPSLHR d2 K

H

L

TIGHTENED

SEE DETAIL

R

U-BOLT DETAIL TYPE "A" TYPE "B"

K

FREE TO SLIDE

K

Ø d2HOLE

MIN. MIN.

Ø d2HOLE

3"

2"

1/2"

3/4"

1"

11/2"

10"

8"

6"

4"

12"

14"

16"

18"

20"24"

100

150

200

40

25

20

15

50

80

600500

450

400

350

300

250 12

16

20

24

6

10

139

164

180

207

233

259

310

47

32

12

15

19

26

112

86

59

50

40

80

75

60

55

95

130

155

65

60

55

50

70

80

380

330

295

275

235

220

190 835

980

1060

1231

1353

1511

1771

317

245

147

167

189

221

677

546

385

190

220

236

267

293

321

372

85

70

50

55

60

65

155

130

95

d1DEVELO

P.

18.5

28

24

14

7

12

DN LENGTH

EXIST. STRUCTURE

WASHER(TYP.)

ROUND BAR : ASTM-A36NUTS : ASTM-A563

4-TYPE "A" U-BOLT IS REQUIRED WHEREIT IS NECESSARY TO HOLD THE PIPE IN ALLDIRECTIONNS.

5-TYPE "B" U-BOLT IS REQUIRED WHEREIT IS UNDESIRABLE TO RESTRICT LONGITUDINALMOVEMENT.

NOT TO GRIP PIPETO GRIP PIPENOTE "4" NOTE "5"

NUT

M6

M10

M12

M16

M24

M20

NUTLOCK NUT

ROUND BAR

6-EXIST. STRUCTURE THICKNESS TO BE CHECKEDFOR SUITABILITY PRIOR TO FIXING U-BOLT.

NOTE "6"

FULL THREA

DED

SLIDE SHOE FOR COLD INSULATION

IPS-D-PI-130

3"(DN80)~24"(DN600)

1/2"(DN15)~24"(DN600)

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

HORIZONTAL PIPES

S3


INSULATIONMETAL COVER SHEET

OVER LAPPING OFTHE METAL COVERSHEET TO BE SEALD

1/2"(DN15)~2"(DN50)

SHEETMETAL COVER

PAD

OVER LAPPING OFTHE METAL COVERSHEET TOBE SEALD

INSULATION 2-THE SHOE LENGTH "L" DIM. SHALL BE DECIDED

45

100

LNOTE "2"

POLYURETHANE THK.HIGH DENSITY

SAME AS INSULATION THK.

PAD15

30

40

NOTE "2"L

STEEL PLATE DETAIL

Ø 5 HOLE WITH Ø 8 CONTERSUNK FOR 4X20 FLAT HEAD SELF TAPPING SCREW

NOTE "4"

5040

LSUPP. C

R

0

t

DETAIL OF PAD

Ø 5 HOLE

DEPENDING ON WIDTH OF SUPPORT.

FIXING OF PAD TO POLYURETHANE BEFOR3-ADHESIVE SHALL BE USED FOR TEMPORARY

FASTENING SCREWS.

4-BY SIX No. SCREWS FOR 1/2"(DN15) ~2"(DN50) AND WITH MIN. EIGHT SCREWS FORLARGER PIPE SIZE. PLATE TO BE FIXED ON HIGH DENSITY POLYURETANE SHOE.

5-PLATE MATERIAL ASTM A-283 GR C.

NOTE "3"

4651

ADHESIVE

ADHESIVENOTE "3"

NPS 4"2"1/2"~1 1/2"

DN 50PIPE SIZE

8" 10" 12"

MAX. LOAD (kg)t 4

500

PAD

SHEET TOBE SEALDTHE METAL COVEROVER LAPPING OF

THE METAL COVERSHEET TOBE SEALD

OVER LAPPING OF

SAME AS INSULATION THK.POLYURETHANE THK.HIGH DENSITY

ROD Ø10 MIN.

ROD Ø20 MIN.

3" 6"

80 100 15015~40 200 250 300

14" 16"

400350 600

24"

500450

18" 20"

6 8

900 1300 1700 2500 3200 4000 4800 5300 6000 6800 7500 9000

LOADS TABLE(NOTE "6")

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


REV. SHEET DATE

DATE REV.


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".


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


REV. SHEET DATE

DATE REV.


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





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


REV. SHEET DATE

DATE REV.


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"





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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

8"(DN200)~18"(DN450)

CS-WITHOUT PWHT

S1

b

E

25 N

10

c

6(TYP.)

10

(TYP.)6

L





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


REV. SHEET DATE

DATE REV.


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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

PU1


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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


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


(TYP.)

(TYP.)

ELEVATED PIPE SUPPORT

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


38

MISC.6(E.PS)

L

X+150 FROM PAVING

S BY CIVILBY PIPING

H

EXIST. PAVING OR FOUNDATION

LOADING TABLE FOR TYPE "I"


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


REV. SHEET DATE

DATE REV.


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"


==

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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


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


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.


DATE SHEET REV.


NOTES

IPS-D-PI-130

DROPDOWN SUPPORT-TYPE "B" & "C"


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.


DATE SHEET REV.


NOTES

IPS-D-PI-130

DROPDOWN SUPPORT-TYPE "A" FOR


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"


C BOLT HOLEL"A" "A"


5133

MISC.3(DDS)

210

DESCRIPTION

DRAWING No.


DATE SHEET REV.


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.

SEE DETAIL

(ASSEMBLY)

7- FOR DIMENSIONS "C","F" & "L"SEE SHEET No'S. 34 & 35.

X

1- FOR NOTES SEE SHEET No's. 4 & 31.


5132

MISC.2(HD)

210

DESCRIPTION

DRAWING No.


DATE SHEET REV.


NOTES

IPS-D-PI-130

HOLD-DOWNS TYPE "3 & 4"FOR

*

SEE NOTE 6

SEE NOTE 6

SPECIAL HOLD-DOWN FOR

USE ONLY WITH APPROVAL

COLD INSULATION

A

120A

CRADLE

FLAT WASHER COMPRESSION WASHERS AND

FLAT WASHER

TEMPERATURE RANGE : 40 C TO 340 C

" "TYPE HD.3 PIPE 12"(DN300) THRU 18"(DN450)

SIDE VIEW

PIER

CL

[ 180

COMPRESSIONWASHERS

DN550 580 630 680 300 350 400 450

A

SIZEPIPE

FRONT VIEW

1/2 IPB 260

WASHERCOMPRESSION


" "TYPE HD.4 PIPE 20"(DN500) THRU 36"(DN900)

SIDE VIEWFRONT VIEW

FLAT WASHER

*

*

PIPE SEE INSTALLATION AND WEAR PLATE FOR THIN WALL

DNPIPESIZE

A500 600 750 900 740 880 910 1070

FABRICATION DETAILS

COLD INSULATED LINES

NPS 12" 14" 16" 18"

NPS 20" 24" 30" 36"

LC

NOTE "7"

[ 100(TYP.)

[ 100(TYP.)

100

100(TYP.)

NOTE "7"

L 340 370 420 470 K 40

M12STUD BOLTSIZE

L 530 635 K 40

STUD BOLT M12SIZE

1020 1170

PIER

STUD BOLT DETAIL

L

KK

SHEET No.31

SHEET No. 31

X(TYP.)

(TYP.)X

1- FOR GENERAL NOTES SEE SHEET No. 4.

1/2

CIVIL ENGINEER.6- ANCHORE BAR REQUIRMENT SHALL BE SPECIFIED BY

SEE NOTE 6

SEE NOTE 6

A

USE TYPE HD.3 HOLD-DOWN (168)+(2x76)+(2x3)=326 mm. EXAMPLE:6"(DN 150) PIPE, 76 IC,3 CRADLE = (PIPE OD.)+(2xIC THK.)+(2xCRADELE THK.) HOLD-DOWN SIZE=

A

1/4300 900 503

177 40 80

AT WASHERS (kg)ACTUAL LOAD

NO.TURNSLINE SIZE

5- SIZING COLD INSULATED PIPE HOLD-DOWN:

ADDITIONAL NUMBER OF TURNS INDICATED IN CHART4.3 TURN NUT AT COMPRESSION WASHERS THE

4.2 TIGHTEN ALL NUTS BY HAND (FINGER TIGHT)

4.1 FOR ALL INSULATED AND UNINSULATED LINES.

4- FIELD PROCEDURE FOR TIGHTENING BOLTS:

SPECIAL DETAIL SHALL BE GIVEN FOR INDIVIDUAL 3.3 STEAM OR ELECTRIC TRACED LINES:

SEE SPECIAL HOLD-DOWN ON SHEET No. 32.3.2 COLD INSULATION:

(INSULATOR WILL NOT INSULATE THIS AREA). HOLD-DOWN SHALL BE INSTALLED ON BARE PIPE 3.1 HOT AND SAFTEY INSULATION:

BE AS FOLLOWS:3- HOLD-DOWN APPLICATION FOR INSULATED LINES SHALL

PIPING AT GRADE ON CONCRETE SLEEPERS. HOLD- DOWNS FOR RECIPROCATING COMPRESSOR2- THIS DRAWING SPECIFIES TYPE AND APPLICATION OF

WASHERSCOMPRESSION

[ 180

LC

PIER

" "

SIDE VIEW


TYPE HD.2 PIPE 4"(DN100) THRU 10"(DN250)

FRONT VIEW

FLAT WASHER

PIPESIZE

A100 150 200 250 310 360 410 450

DN

DN

USE ONLY WITH APPROVAL FROM STRESSTEMPERATURE RANGE : 40 C TO 340 C

" "TYPE HD.1 PIPE 3/4"(DN20) THRU 3"(DN80)

SIDE VIEWFRONT VIEW

130 130 150 160 19020 25 40 50 80

A

SIZEPIPE

PIER

L 75x75x7 (TYP.)

WASHERCOMPRESSION

FLAT WASHER

FOR PULSATING COMPRESSOR PIPING

5131

MISC.2(HD)

210

DESCRIPTION

DRAWING No.


DATE SHEET REV.


NOTES

IPS-D-PI-130

HOLD-DOWNS TYPE "1 & 2"

HD.2 4"(DN100)

4"(DN

100)

EXAMPLE TYPICAL DRAWING SYMBOLS

ARRANGEMENT DRAWING SPOOL DRAWING

HD.2 4"(DN 100)

(EXAMPLE) (EXAMPLE)

CL

3/4" 1" 1 /2" 2" 3"NPS

4" 6" 8" 10" NPS

NPS DN

1/2" 3"

12" 36"

4" 10" 100 250 1/4 252

1

.-.

.-.

.-.

.-.

.-.

.-.

1

PROJECT.

7-ACCORDING TO HEIGHT OF COMPRESSION WASHERS, THE THREAD LENGTH (K) AND STUD LENGTH (L) SHALL BE CORRECTED.

NOTE "7"

L 80 85 100 110 140

K 25

M6STUD BOLTSIZE

NOTE "7"

100

[ 80(TYP.)

L 125 180 230 285 K

STUD BOLTSIZE M10

35

STUD BOLT DETAIL

L

KK

X

X(TYP.)

50

LINE OR VOLUME BOTTLE

E

DC

MIN.MIN.= =

B

MIN.MIN.A

SPRING COMPRESSEDINSTALLATION AS REQD.

DIMENSIONS

A B C D E

LINE OR BOTTLESIZE

DN

160 165 115 180 43

160 205 135 210 45

160 290 200 275 60

240

240

240

330 215 290 60

380 240 370 64

445 270 64395

240 495 290 420 64

3-FABRICATION DRAWINGS, ( INCLUDING

RATE, STUD DIAMETER ETC.) SHOULD BE

13mm. SQUARE BARS AND BASE PLATEFURNISHED WITH FOUNDATION

2-USE ADJUSTABLE SPRING WEDGES WHERE

PULSATING LINES, VOLUME BOTTLES AND

150 ~ 200

50 ~ 100

250 ~ 350

400 ~ 500

600 ~ 800

850 ~ 1150

1200 ~ 1500


PREPARED AT DETAIL DESIGN STAGE.

210

DESCRIPTION

DRAWING No.


DATE SHEET REV.


IPS-D-PI-13051

30

NOTES

ADJUSTABLE SPRING WEDGESFOR PULSATING PIPING

REQUIRED BY VIBRATION ANALYSIS ON

PUMPS AND COMPRESSORS. PULSATION DAMPENERS AT RECIPROCATING

ADDITIONAL INFORMATION SUCH AS SPRING

4-FIGURES RELATED TO "MIN." SHALL CONFORM TO THOSE SPECIFIED IN PROJECT SPEC.

NOTE "5"

TO LINE CONDITION.5-DIMENSION "D" MAY BE ADJUSTED ACCORDING

MIN.

NPS

48"~60"

34"~46"

24"~32"

16"~20"

10"~14"

6"~8"

2"~4"

2

MISC.1(ASW)

(TYP.)

X(TYP.)

DATE SHEET REV.

DATEREV.



DRAWING No.

DESCRIPTION012

LINE STOP FOR HORIZ. HOT INSULATED PIPES

NOTES


IPS-D-PI-130

LS2

29

51


T : ASTM-A36PLATE : ASTM-A283 GR.C


MAX.

1400

1300

1200

1100

1000

FABRICATION TABLE OF DETAIL "F" & "G"

16212" 300 171 26350

14"

16"

18"

20"

24" 179

164

158

191

179

600

450

500

305

228

254

400

350

203

178

520

420

450

36

37

41

420

380

25

27

10"

8"

6"

4"

NPS

PIPE SIZEA

122

136

147

160

84150

250

200

136

110

100

DN

57

R

26210

300

260

24

26

160

B

24

C D

10

DETAIL "G"

10

10

10

8 159

8

8

144

138

10

10

8 171

8

8

159

151

S1D

D

10

=

DETAIL "F"

1126 8

8

8

8 138

8 125

6

S

6 98

1S 1D

== =

=

THICKNESS

CS 1=

S

A

10mm

R

= = =

=

= =

=

B

(TYP.)

1=

S C

X

70 FOR 2

"(DN50

)~3"(DN80

) 40

FOR 1/2"(DN15)~

1/2"(DN40

)

900

DETAIL "A"

= =

10

=

1

DATE SHEET REV.

DATEREV.



DRAWING No.

DESCRIPTION012

INSULATED PIPESLINE STOP FOR HORIZONTAL HOT

1/2"(DN15)~24"(DN600)

NOTES

IPS-D-PI-130

LS2

28


51

2-MATERIAL OF PAD SHALL BE SAME AS PIPEMATERIAL. IT ALSO CAN BE MADE OF PIPESEGMENT INSTEAD OF PLATE.

SECTION

X

X 150

X

X

x

1/2"(DN15~3"(DN80)

PADNOTE "2"

4"(DN100)~24"(DN600)

(TYP.)

T-60x7 FOR 1/2"(DN15)~1 1/2"(DN40) T-100x11 FOR 2"(DN50)~3"(DN80)

PIPE SIZELOAD TABLE

NPS DN

1/2"~11/2" 15 ~ 40

1004"

6" 150

200 ~ 3008"~12"

350 ~ 45014"~18"

20" 500

MAX. AXIALLOAD (Kg)

10000

6000

3000

2000

200

24" 600

803"

2" 50T-100x11

HEA-100

HEA-140

HEA-200

HEA-240

HEA-260

T-60x7

250

==

SECTION EXIST. STRUCTURE

EXIST. STRUCTURE

SECTION

4-THE GAP BETWEEN STOP AND STRUCTURE

PADNOTE "2"

SHALL BE DETERMINED BY STRESS ANALYST.

STOP SECTION

NOTE "5"

NOTE "5"

X

x

(TYP.)

(TYP.)

SHEET No. 27.5-FOR PAD DETAIL AND DIMENSION TABLE SEE

NOTE "4"

NOTE "4"

3-MATERIAL SHALL BE AS FOLLOWS:PLATE : ASTM-A283 GR.CT : ASTM-A36

SEE DETAIL "A"

SEE DETAIL "G"

SEE DETAIL "F"


50

5050

50

8000

800

LINE STOP FOR HORIZONTAL BARE PIPES

IPS-D-PI-130

NOTES

27


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

LS1


DN

NPS PIPE SIZE

57

°

RS

DETAIL OF PAD

TABLE OF PAD

R

S

1/2"

15

3/4"

20 25

1"

401/2"

50

2"

80

3"1 4"

100

6"

150

8"

200

10"

250

12"

300

14"

350 400

16"

450

18"

500

20"

600

24"

84

5

110 136.5

150

6

162 178

8

203

10

228.6

120120

30 4511 13 17 24

3 4

254 305(FABRICATION DETAILS)

2

3-PLATE MATERIAL SHALL BE :ASTM-A283 GR.C

2

Ø6 VENT HOLE

51

2-THE LENGTH "E" SHALL BE SELECTEDDEPENDING ON WIDTH OF BEAM.

PIPE SIZE

450

500

600

20"

24"

18"

254

305

228

350

300

400

14"

16"

12"

203

178

162

27

26

25

41

37184

155

144

64

79

58

225

261

147

119

131

91

79

71

210

190

175

10

8

FABRICATION TABLE OF DETAIL "F" PIPE SIZE

6"

250

200

150

10"

8"

136

110

84

100

DN

4"

NPS

57

R

72

87

10460

47

36

150

128

103

5522

A B

80

C

8

24

6

D S

6

S1

C

B

SA

D 1S

R

3 3

600

500

450

20"

24"

18"

250

400

300

35014"

16"

12" 200

37450

522

41

25

26

27

420

380

350

10

250x8

100x10

250x10

8

DETAIL "G"

FABRICATION TABLE OF DETAIL "G"

6" 150

200

25010"

8"

100

DN

4"

NPS

150

F

24

300

256

206

8

160

H M

6

S2 III

250x6

250x6

100x6

100x8

250x8

6

3S I II

NOTE "2"

2 2

=

II

I

=

100

IIIM

250

DETAIL "F"

SF

C

B

S

SS M

H

E

S1 D SA

LINE STOP FOR

IPS-D-PI-130

1/2"(DN15)~24"(DN600)

NOTES

26


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

LS1

MATERIAL, IT ALSO CAN BE MADE OF PIPE2-MATERIAL OF PAD SHALL BE SAME AS PIPE


HORIZONTAL BARE PIPES

3-PLATE MATERIAL SHALL BE :ASTM-A283 GR.C

51

100(TYP.)

X

1/2"(DN15)~3"(DN 80)

4"(DN100)~24"(DN600)

50

(TYP.)

X

6

150

X

(TYP.)X

150

EXISTING STRUCTURE

50

X

(TYP.)

EXISTING STRUCTURE

R=25

PADNOTE "2"

NOTE "2"PAD

X

X

X

(TYP.)

SEE DETAIL "G"

SEE DETAIL "F"NOTE "5"

NOTE "5"

X

500502"

3" 80

450 ~ 60018"~24"

150

2000

5000

6000

7000

LOAD (Kg)MAX. AXIAL

300 ~ 40012"~16"

10" 250

8" 200

1506"

4" 100

15 ~ 401/2"~11/2"

DNNPS

LOAD TABLE PIPE SIZE

4-THE GAP BETWEEN STOP AND STRUCTURESHALL BE DETERMINED BY STRESS ANALYST.

NOTE "4"

NOTE "4"


SEGMENT INSTEAD OF PLATE.5050

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

2551

TYPE "B"FOR INSULATED PIPES

1- FOR GENERAL NOTES SEE SHEET No. 4.

2- MINIMUM LENGTH OF THREAD ENGAGEMENT EQUALS TO DIAMETER OF ROD.

HR2

PIPE CLIP

EYE NUT

EYE NUT

ROD

UPPER PIPELC

CL LOWER PIPE

SUPPORTED PIPE

PIPE CLIP

LOAD BEARING PIPE

MAX. LOAD

LOCK NUT(TYP.)

DISTANCE PIECE

3- TACK WELD OF ROD TO EYENUT SHALL BE DONE AFTER PIPE ELEVATION ADJUSTMENT IN OPERATION.

4- FOR FABRICATION DETAILS OF PIPE CLIP,EYE NUT AND ROD SEE SHEET No. 24.

6- LOAD BEARING PIPE (UPPER PIPE) SHALL BE CHECKED FOR ALLOWABLE STRESSES AND DEFLECTION.

HANGER SUPPORTPIPE TO PIPE

FOR UNINSULATED PIPES TYPE "A"

H

(TYP.)

3"(DN80) ~ 24"(DN600)

5- USE OF THESE SUPPORTS SHALL BE RESTRICTED TO SPECIAL CASES WHERE THE USE OF OTHER TYPES ARE IMPRACTICAL.

7- TYPE "B" SHALL ALSO BE USED FOR BARE PIPES ABOVE 100 °C.

MAX. LOAD

C

(TYP.)DISTANCE PIECE

LOWER PIPE

EYE NUT

PIPE CLIP

LC

H

ROD

PIPE CLIP

EYE NUT

UPPER PIPEL

LOCK NUT(TYP.)

LOAD BEARING PIPE

SUPPORTED PIPE

HANGER SUPPORT

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

HR1


2451

FOR HORIZONTAL PIPES

PIPE SIZEID

PQ

G

DIMENSIONS TABLE

GG

P

B

ID

T

LOCK NUT

r=1.5T MIN.

BOLT

DISTANCE PIECE

CLIP DETAIL TYPE "A"

H2

HOLE DIA.

r=1.5T (TYP.)

H2

DISTANCE PIECE

BOLT

r=1.5T MIN.

LOCK NUT

T

ID

NUT

GP

GQ

r=1.5T (TYP.)

B

HOLE DIA.

CLIP DETAIL TYPE "B"

(TYP.)

DISTANCE PIECE

NPS DN TYPE"B"

TYPE"A"

B x T

TYPE TYPE"B""A"

TYPE"B"

TYPE"A"

H2

TYPE TYPE"B""A"

TYPE"A"

TYPE"B"

BOLT HOLE DIA.

TYPE"B""A"

TYPE

CLIP DIM.DEVELOPEDLENGTH

1/2"

1"

2"

3/4"

1 /2"1

3"

4"

6"

8"

10"

12"

14"

16"

18"

20"

24"

40

25

20

15

450

400

350

300

250

200

150

100

80

50

500

600 618

516

62

92

118

172

224

278

330

362

412

464

23

28

36

50

35x5

35x8

35x8

35x8

35x5

35x5

35x5

35x5

110x25

90x25

60x10

55x15

55x15

65x20

80x20

100x35

100x30

55x15

65x20

65x20

90x25

90x25

45x10

175

260

300

385

115

120

155

105

1280

1090

575

700

780

905

985

475 590

1090

975

880

790

685

1195

1415

175

240

190

180

480

395

355

250

70

75

95

65

80

95

95

95

70

70

85

70

90

115

95

54

45

45

36

30

54

63

15

18

15

15

24

24

24

18

30

12

15

15

15

10

10

12

10

33

29

17

20

24

24

29

17

830

715

190

245

305

365

455

500

575

635 660

600

525

475

390

315

740

880

105

165

24

12

15

12

12

19

19

19

15

42

35

35

28

24

42

48

80

M10x45

M12x50

M10x45

M10x45

M16x65

M16x65

M16x65

M12x50

140

130

120

100

150

170

M20x

M24x

M30x

M30x

M36x

M36x

M42x M42x

M36x

M36x

M30x

M30x

M24x

M20xM20x80

180

160

110

130

140

150

90

(CLIPS FABRICATION DETAILS)

FOR UNINSULATED PIPES FOR INSULATED PIPES

(TYP.)

(NOTE "3")

(NOTE "2" &"4")

(TYP.)

(NOTE "3")

(NOTE "2")

SIZE

(TYP.) (TYP.)

CLIPS

COLD FORMED CLIPS OF THK. 10 AND OVER.THE NEED TO CARRY OUT HEAT TREATMENT ONCOLD BUT CONSIDERATION SHALL BE GIVEN TO

2-PIPE CLIPS MAY BE FORMED EITHER HOT OR

CLIP BOLT WITH ENDS CUT SQUARE.SUITABLE BORE TO BE A FREE FIT ON THE BE MANUFACTURED FROM STEEL TUBE OF

3-DISTANCE PIECES FOR USE IN PIPE CLIPS SHALL

4-TYPE "B" SHALL ALSO BE USED FOR BAREPIPES ABOVE 100°C.

5-FOR ASSEMBLY DETAIL SEE SHEET No. 23.

HANGER SUPPORT

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

HR1


2351

FOR HORIZONTAL PIPES

ROD : ASTM-A36 : ASTM-A283 Gr. C


: ASTM-A668

A

RODFDIA. B1 C D1 E G1 H1 K

10

12

16

20

24

30

36

42 30

26

21

17

14

12

9

7

80

70

50

45

38

32

100

75

40

30

25

46

40

34

28

24

20

16

14

45

38

28

25

18

16

180

146

124

102

73

64

200

165

120

115

85

75

100

80

55

50

95

90

85

75

70

60

40

46

39

33

26

22

18

14

12

L DIA.BOLT

M10x70

M12x80

M16x110

M20x130

M24x150

M30x170

M36x200

M42x220

SIZE

FLAT SIZENxT1 LENGTH

DEVEL.

120x20

100x16

100x12

75x12

75x10

50x6 200

240

250

320

340

440

510

2-MINIMUM LENGTH OF THREAD ENGAGEMENT EQUALSDIAMETER OF ROD.

3-THE PIPE CLIPS SHALL REMAIN EXPOSED ANDSHALL NOT BE COVERED.

4-TACK WELD OF ROD TO EYE NUT SHALL BE DONEAFTER PIPE ELEVATION ADJUSTMENT IN OPERATION.

: ASTM-A307 : ASTM-A563

: ASTM-A283 Gr. C : ASTM-A500

DIMENSIONS TABLEL1

S MIN. MAX.

1500

26

30

38

46

54

66

78

96 280

230

200

160

140

110

90

80

ØA

L1

S S

ROD DETAIL

K

H1

L T1 N

EXISTING STRUCTURE

r=1.5T MIN.

LOCK NUT

FLAT

HOLE DIA.ØM

E

D1

ØC

ØA

F

G1

HANGER LUG DETAILEYE NUT DETAIL

MIN.

ØB1

HOLE

120

FLATEYE NUTBOLTNUTCLIPDISTANCE PIECE

NUT

ROD

EYE NUT

HANGER LUG

EYE NUT

CLIP

TACK WELD(TYP.)

EXISTING STRUCTURE

X

ASSEMBLYTYP. FOR TYPE A & B

BOLT

(NOTE "3")

NOTE "2"

NOTE "4"

MAX. LOAD

H

X

10

10

10

8

8

8

6

6

H

MIN. MAX.NPS DN

PIPE SIZE

1520

25405080100150

1/2"3/4"

1"1 /2"2"3"4"6"

270

275310315360375400

1600

1700

1

8"10"

200250

510540

12" 300 665

14" 350 760

2000

1800

80040016"

20" 500 90586545018"

109060024"

1/2"(DN15) ~ 24"(DN600)

NOTE "6"

6-FOR CLIP FABRICATION DETAILS SEE SHEETNo. 24.

DIA.ROD

10

12

16

20

24

30

36

42

(kg)LOADMAX.

5900

13501800

2250270036004500

450

900

280

IPS-D-PI-130

3"(DN80)~24"(DN600)

1/2"(DN15)~24"(DN600)

NOTES

22


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

G3


INSULATIONMETALE COVER SHEET

OVER LAPPING OF THE METALCOVER SHEET

1/2"(DN15)~2"(DN50)

SHEETMETALE COVER

PAD

OVER LAPING OF THE METALCOVER SHEETTO BE SEALED

TO BE SEALED

2

GUIDE(TYP.)

INSULATION

1/2"~2"PIPESIZE

MARK

GUIDE L-50x5 L-60x6

(DN15~DN50) (DN80~DN150)3"~6" 16"~24"8"~14"

L-100x10 L-120x12

X

X(TYP.)

X

GUIDE(TYP.)

X

(DN200~DN350) (DN400~DN600)

2 TYP.

TYP.

2

GUIDE DETAIL

GUIDE SUPPORT FORHORIZONTAL COLD INSULATED PIPES

51

2-ANGLE MATERIAL : ASTM-A36.

(TYP.)

L

L

L

60 80 100

GUIDE SUPPORT

IPS-D-PI-130

1/2"(DN15)~6"(DN150)

1/2"(DN15)~24"(DN600)

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

8"(DN200)~24"(DN600)

FOR HORIZONTAL HOT INSULATED PIPES

G2

=

X

2-ANGLE MATERIAL : ASTM-A36 Gr. C.


2151

(TYP.)

FREE TO SLIDENOTE "3"

= = =

SECTION

==

LL

= =


(TYP.)X

PIPESIZE

SECTION

X

(DN150)~(DN450)6"~18"

L30x3

3 5 7

L50x5 L70x7

1/2"~4"(DN15~DN100)

20"(DN500) (DN600)

24"

SECTION

L 100

DETERMINED BY STRESS ANALYST.3-THE GAP BETWEEN SHOE & GUIDE SHALL BE

MAX.

LOAD (kg)

60

600 1500 2500LATERAL

GUIDE SUPPORT

IPS-D-PI-130

1/2"(DN15)~14"(DN350)

1/2"(DN15)~24"(DN600)

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

16"(DN400)~24"(DN600)

G1

H

X

NOTE "3"


2051

FREE TO SLIDE

FOR HORIZONTAL BARE PIPES

X

(TYP.)

X(TYP.)


(TYP.)

X

PIPESIZE

H

SECTION

X

12"

(DN300)

10"

(DN250)

8"

(DN200)(DN150)

6"

L30x3

2"~4"

(DN350)

14"

3 5 7 8 4~5 4~6

L50x5 L70x7 L80x8 IPE 80 IPE 100

20015010050 350250

1/2"~11/2"

(DN15~DN40)

16"

(DN400)

18"

(DN450)

20"

(DN500)

LOAD (Kg)

MAX.200 400 600 800

(DN50~DN100) (DN600)

24"

1000

H

2-MATERIAL FOR SECTIONS SHALL BE ASTM-A36. SECTIONSECTION

MAX. LATERAL LOADMAX. LATERAL LOAD

3-THE GAP BETWEEN PIPE & GUIDE SHALL BEDETERMINED BY STRESS ANALYST.

LATERAL


NOTES

AS PIPE MATERIAL, IT ALSO CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.

2-MATERIAL OF REINFORCING PAD SHALL BE SAME

FROM STEEL STRUCTURE FIELD SUPPORT FOR VERTICAL PIPES

IPS-D-PI-130


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

FS5

1951

2"(DN 50)~24"(DN600)

1

X

X

1

300 550

250 400

350200

3.91

5.49

7.11

6.35

3390

2750

2280

860

430

130

TLOAD (Kg)MAX.

60024"

50020"

45018"

40016"

35014"

30012"

25010"

2008"

1506"

PIPE SIZE

100

80

50

DN2"

3"

4"

NPS A B

T

CLOSE END USING

BHOLE DIA. 10 50

10PIPE

DETAILS FOR PART 2(REINFORCING PAD)

DETAILS FOR PART 1

t

0 R

Ø 6 HOLE

r

r=25

L

NOTE "2"NOTE "3"

THK.6

a) PIPE : API 5L-Gr. B.4-MATERIAL SHALL BE AS FOLLOWES:

b) PLATE : ASTM-A283 Gr. C.

DNNPS

400

300

250

150

80

502"

3"

6"

10"

12"

16"

PART 2

(TYP.)

EXIST. STRUCTURE

LOADMAX.

LOADMAX.

LOADMAX.

(TYP.)22

(Lxt) R

305

254

228

203

178

162

136

110

84

57

45

30 105

120

115

120

115

105

85

95

95

85

100

110

350x5

350x6

350x8

500x10

600

450

350

350

300

250

250

230

180

120

100

60

0DEVELOP.LENGTH

X

B BB

A

2

PART 1

MAX.MAX.

OR ALLOY AND STAINLESS STEEL PIPES.3-REINFORCING PAD SHALL BE USED FOR CS-PWHT

NOTE "2 & 3"NOTE "2 & 3"

DETAILS FOR PART

OR +150 FROM PAVINGEXIST. STRUCTURE

2-FOR U-BOLT SEE SHEET No. 47.


NOTES

1/2"(DN 15)~1 1/2"(DN40)

5118

FS4

210

DESCRIPTION

DRAWING No.


DATE SHEET REV.


IPS-D-PI-130

FIELD SUPPORT FOR PIPES

MAX. 150

0

6

L-50x5

P

30 20

25 25

100

1001

TYPE "A"

MAX. 140

0

X

1

HOLE DIA. 7

U-BOLT

X

X

ASSEMIBLY FOR HORIZONTAL PIPES

X

EXIST. STRUCTUREOR +150 FROM PAVING

X X

==

C OF PIPEL

2

U-BOLTNOTE "2"

PIPES ASSEMIBLY FOR VERTICAL

TYPE "B"

100

100

25

25

6

HOLE DIA. 7

L-50x5

2DETAILS FOR PARTNOTE "2 & 4"NOTE "2 & 4"

SECTION C-C

TYPE "C"(ASSEMIBLY FOR VERTICAL PIPES ADJACENT TO STEEL STRUCTURE)

50

150X

EXIST. STRUCTURE

FLAT 50x6 NOTE "3"

3-BASE MATERIAL OF FLAT SHALL BE SAME AS PIPE MATERIAL.

CC

MAX. 120

0

4-MATERIAL SHALL BE AS FOLLOWS: a) ANGLE : ASTM-A36 b) PLATE : ASTM-A283 Gr. C

NOTE"2"

MAX. 120

0

MAX. 210

K

K

100

1/2" 30 65

3/4" 36 68

1" 44 72

11/2" 58 7940

25

20

15

NPS P KPIPE SIZE

DN

X

20

30

K

P

FIELD SUPPORT FOR VERTICAL ELBOW

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

FS3

DIMENSION TABLE


NPS

4"

3"

2"

DN

MAX. H

EIGHT

A

DETAILS FOR PART 1

50

80

100

1751

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

MAX. A

5000

2500

400 830

1160

100

200

200

MAX.MIN.HEIGHT

X

X

EXIST. STRUCTUREOR +150 FROM PAVING

SUPPORT ASSEMBLY

1

2

MATERIAL OF ELBOW . WELDING OF NECK TO ELBOW SHALL BE DONE IN ACCORDANCE WITH

2-MATERIAL OF NECK SHALL BE SAME AS BASE

2"(DN 50)~24"(DN600)

LOAD (Kg)

X

MIN.

dt

50

L1 "A"

d

VIEW "A"

d

DNNPS

150910700

L1 t

3"

10"

6"

2"

80

250

150

50

210

755

520

155

4" 100

2008"

145

190

320

350

500

610

630

780

PIPING WELDING PROCEDURE.

SEE NOTE "2"

1160

(NOTE "3")

3-FOR DETAILS OF PART 2 SEE SHEET No. 13.

ACC. TO

PIPING P

ROJECT SP

ECIFICATION

EMBEDED PLATE

SUPPORT WILL INCREASE ITS LOAD-CARRYINGTABLE, SO A REDUCTION IN THE HEIGHT OFON THE MAXIMUM HEIGHT GIVEN IN THE


CAPACITY.

(NOTE "4")

(BY CIVIL)

FIELD SUPPORT FOR HORIZONTAL PIPES

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

FS2


16

1250

2900

4300

MAX.

60024"

50020"

45018"

40016"

35014"

30012"

25010"

2008"

1506"

PIPE SIZE

100

80

50

DN2"

3"

4"

NPS


AS PIPE MATERIAL , IT ALSO CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.



2"(DN 50)~24"(DN600)(ASSEMBLY)

LOAD TABLE5

3

2X

MIN. 150

MAX. 100

0X

1

X

X

LOAD (Kg)

51

5

3

X

NOTE "2 & 3"

WELDING DETAIL

WILL INCREASE ITS LOAD-CARRYING CAPACITY.A REDUCTION IN THE HEIGHT OF SUPPORT ON THE MAXIMUM HEIGHT OF 1000 MM, SO


(NOTE "6")

SHEET No. 19.5-FOR FABRICATION DETAIL OF PART 1 SEE

EMBEDED PLATE(BY CIVIL)


FIELD SUPPORT FOR VERTICAL PIPES

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

FS1

LOAD TABLE


NPS

4"

3"

2"

DN50

80

100

1551

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

MAX. A

700

600

200 800

1400

2000

100

150

MAX.MIN.HEIGHT


X

50

A

MAX. H

EIGHT

X

3

1

AS PIPE MATERIAL, IT ALSO CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.


4-FOR FABRICATION DETAIL OF PART 3 SEE

2"(DN 50)~24"(DN600)NEAR ELBOW (ASSEMBLY)

X LOAD (Kg)

SHEET No. 10.

PART 3 .6-WELD SHALL BE GROUND IN CONTACT WITH

EMBEDED PLATE

MIN.

(NOTE "7")

1000500

ON THE MAXIMUM HEIGHT GIVEN IN THE7-ALL MAXIMUM LOADS ARE CALCULATED BASED

TABLE, SO A REDUCTION IN THE HEIGHT OFSUPPORT WILL INCREASE ITS LOAD-CARRYINGCAPACITY.

NOTE "2 & 3"


NOTE "6"

(BY CIVIL)


DUMMY SUPPORT FOR ELBOWS

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

DS1

DIMENSION TABLE


NPS

4"

3"

2"

DN

50

50

80

100

1451

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

dt2t1

t12

1

MATERIAL OF ELBOW. WELDING OF NECK TO

a) PIPE : API 5L-Gr.B 3-MATERIAL SHALL BE AS FOLLOWS:

ELBOW SHALL BE DONE IN ACCORDANCE WITH


1/2"(DN 15)~24"(DN600)

L1

L

t2 EXIST.

NECK

SUPPORT

TYPE "B"

50

t1

TYPE "C"

21

(VERTICAL OR HORIZONTAL

L

t2 EXIST.

NECK

SUPPORT

50

L

21

EXIST.SUPPORT

NECK

t1

t2

200 200

ELBOW WITH COAXIAL NECK)(VERTICAL ELBOW WITH COMMON B.O.P.)(VERTICAL ELBOW WITH COMMON B.O.P.)

TYPE "A"

200

4011/2"

25

20

151/2"

3/4"

1"

DNNPS

1"

3/4"

1/2" 15

20

25

11/2" 40

1270

1065

965

865

760

670

570

465

365

260

210

155 155

145

190

210

320

350

500

520

610

630

755

780600

615

500

430

425

265

160

155 2"

3"

6"

10"

12"

16" 400

300

250

150

80

50 3.9

5.5

7.1

6.4

3.7

3.9

4.5

5.1

120 120 120

"A"TYPETYPE

"B"TYPE"C"

ACCORDING TO P

ROJECT PIPING S

PEC

IFICATION

L1

d

t1

(SEE NOTES "2" & "4")

DETAILS FOR PART 1

MAX. 2600

t2

d

50Ø 10 HOLE

10

t2

PLATE 6 THK.PIPE

DETAILS FOR PART 2(SEE NOTES "3" & "4")

NECK


b) PLATE : ASTM-A283 Gr.C

MAX.L

1500

2000

2500

4-DIMENSION OF BEVEL END SHALL BE AS PERANSI B16.25.

BASE ANCHOR FOR VERTICAL ELBOW

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BA3

TYPE "A"

1351

(ON CONCRETE)

2"(DN 50)~24"(DN600)

HOLE DIA.

ANCHOR BOLT

HS

SECTION

MIN.

X

6

X

A

MAX. H

EIGHT

X

ANCHOR BOLT

MAX. H

EIGHT

A

X

6

X

MIN.

X

2

1

2

1

(ON STEEL STRUCTURE)

TYPE "B"

DETAILS FOR PART 2



ELBOW SHALL BE DONE IN ACCORDANCE WITH MATERIAL OF ELBOW . WELDING OF NECK TO


E

24

60

40

20880

1300

1000

6

12

10

25

50

30

L-50X5

L-100x10

L-150x15

L-60x6

HS

900 910 150

CSECTIONHEIGHT MIN.MAX.

200

100

1160

830600

2950

5000

AMAX.

60024"

50020"

45018"

40016"

35014"

30012"

25010"

2008"

1506"

PIPE SIZE

100

80

50

DN2"

3"

4"

NPS

DIMENSION TABLE

LOAD (Kg)VERT.HORIZ.

LOAD (Kg)

MAX.

800

150

40

80

B

170

320

280

140

(SHALL BE SUPPLIED BY CIVIL)

ANCHORBOLT

M16x140

M20x165

NOTE "3"

HOLEDIA.

22

18

3-DRILLING OF PLATE SHALL BE DONE ONLY FOR

+150 FROM PAVING EXIST. STRUCTURE

(NOTE "3")

==

NOTE "4"

(NOTE "5")

4-FOR DETAILS OF PART 1 SEE SHEET No.17.

5-MATERIAL SHALL BE AS FOLLOWS:a)CHANNEL :ASTM-A36b)PLATE :ASTM-A283 GR.C

ANCHOR TYPE "A".

EMBEDED PLATE

==

B

B

SUPPORT WILL INCREASE ITS LOAD-CARRYING TABLE, SO A REDUCTION IN THE HEIGHT OF ON THE MAXIMUM HEIGHT GIVEN IN THE


(NOTE "6")

CAPACITY.

NOTE "4"

(BY CIVIL)

C CE

X X

X

FABRICATION DETAILS

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BA2


12

[-50

[-100

[-140

ASECTION

350

250

150

60024"

50020"

45018"

40016"

35014"

30012"

25010"

2008"

1506"

PIPE SIZE

100

80

50DN

2"

3"

4"

NPS

2"(DN 50)~24"(DN600)

TABLE"2" & "3"

A

DETAILS FOR PART 2

TABLE"4" & "5"

NPS

4"

3"

2"

DN50

80

100

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

SECTION

[-200

[-160

[-100

10

12

16

18

20

140

200

240

160

170

180

SECB

DETAILS FOR PART 4

==

= =B

SECTION

C

BASE ANCHOR FOR HORIZONTAL PIPES

E

650

S

SECTION

DETAILS FOR PART 3

460

M20x165

M16x140

BOLT

51

F

HOLE DIA.

"A"

B==

C=

=

E

SECTION

DETAILS FOR PART 5

F

35

30

ANCHORHOLEDIA.

22

18

VIEW "A"

665

0

(NOTE "2")

SECTION

: ASTM-A36.


b) CHANNEL a) PLATE : ASTM-A283 Gr. C.

PART 4 PART 5

150

130

100XXX

F

BASE ANCHOR FOR HORIZONTAL PIPES

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BA2

LOAD TABLE


NPS

4"

3"

2"

DN

MAX. 100

0

MIN. 150

TYPE "B"

50

80

100

11

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

MAX.

4500

2800

1150

X

X

+150 FROM PAVING

TYPE "A"

EXIST. STRUCTURE

2



2"(DN 50)~24"(DN600)(ASSEMBLY)

(ON CONCRETE)

3

4 5

3

2X

MIN. 150

MAX. 100

0

X

X X

LOAD (Kg)

51

X

(SHALL BE SUPPLIED BY CIVIL)ANCHOR BOLT

X

VERT.LOAD (Kg)

HORIZ.MAX.

60

170

290

X

4-FOR WELDING DETAIL SEE SHEET No. 16.

1

X X

1

NOTE "4"

EMBEDED PLATE

(NOTE "5")

ON THE MAXIMUM HEIGHT OF 1000 MM, SO 5-ALL MAXIMUM LOADS ARE CALCULATED BASED

A REDUCTION IN THE HEIGHT OF SUPPORT WILL INCREASE ITS LOAD-CARRYING CAPACITY.

NOTE "6 & 7"


7-MATERIAL OF REINFORCING PAD SHALL BE SAMEAS PIPE MATERIAL, IT ALSO CAN BE MADE OF PIPE SEGMENT INSTEAD OF PLATE.

NOTE "6 & 7"

(BY CIVIL)


FABRICATION DETAILS

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BA1


1051

2"(DN 50)~24"(DN600)

TABLE "2" & "3"

NPS

4"

3"

2"DN50

80

100

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

800

1400

2000

SECTION H

[-200

[-140

[-50

10

14

18

100

180

130

180

SEDCMAX.

DETAILS FOR PART 2

==

==

SECTION

D

BASE ANCHOR FOR VERTICAL PIPES

E

DETAILS FOR PART 3

F

35

25

HOLEDIA.

ANCHORBOLT

M16x140

M20x165

18

22

S S

E

D

= =

==

SECTION

C

"A"

HOLE DIA.

F

NOTE "2"NOTE "2"

VIEW "A"

C

: ASTM-A36.


b) CHANNEL a) PLATE : ASTM-A283 Gr. C.

H H

PART 2 PART 3

120

80

F

(SHALL BE SUPPLIED BY CIVIL)ANCHOR BOLT

XX X

[-100 800 160 140100 16 30

150 240 20 12

BASE ANCHOR FOR VERTICAL PIPES

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BA1

LOAD TABLE


NPS

4"

3"

2"

DN

MAX. H

EIGHT

A

TYPE "B"

50

80

100

951

PIPE SIZE

6" 150

8" 200

10" 250

12" 300

14" 350

16" 400

18" 450

20" 500

24" 600

MAX. A

2900

1700

700 60

140

170

100

150

MIN.

50

X

+150 FROM PAVING

TYPE "A"

EXIST. STRUCTURE

X

A

MAX. H

EIGHT2 3



2"(DN 50)~24"(DN600)NEAR ELBOW (ASSEMBLY)

(ON CONCRETE)

LOAD (Kg)

X

ANCHOR BOLT

VERT.LOAD (Kg)HORIZ.MAX.

MAX.HEIGHT

2000

1400

800

X

(SHALL BE SUPPLIED BY CIVIL)

X

X 1

50

1X

X

X

EMBEDED PLATE

1501400 1000

MIN.

MIN.

(NOTE "4")

SUPPORT WILL INCREASE ITS LOAD-CARRYING TABLE, SO A REDUCTION IN THE HEIGHT OF ON THE MAXIMUM HEIGHT GIVEN IN THE

4-ALL MAXIMUM LOADS ARE CALCULATED BASEDNOTE "5 & 6"

3-FOR FABRICATION DETAIL OF PART 1 SEESHEET No. 19.

CAPACITY.


(BY CIVIL)

NOTE "5 & 6"


PIPE SEGMENT INSTEAD OF PLATE.AS PIPE MATERIAL, IT ALSO CAN BE MADE OF

NOTE "7" NOTE "7"

7-WELD SHALL BE GROUND IN CONTACT WITHPART 2 .

END WELDED BRACED CANTILEVER

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012


8

2-MATERIALS SHALL BE AS FOLLOWS:a) SECTION : ASTM A-36b) PLATE : ASTM A-283 GR.C

B3

SECTION A-A

L

EXIST. STRUCTURE

TYPE SECTION

A

B

C

D

AMAX. LOAD (Kg)

IPE-80

IPE-100

IPE-120

IPE-160

200 2940

250 4300

5840

10500

REINF.PLATETHK.

6

8

8

10

MAX. LOAD X

(FOR HORIZONTAL PIPES)

LOAD TABLE FOR TYPE I & II

L=500 L=750 L=1000 L=1500

45°

TYPE I

A

45°

MAX. LOADL

TYPE II(FOR VERTICAL PIPES)

E

F

HEA-100

HEA-140

250

300

250

300

L=2000

4830

3290

1970

3600

2090

1110

6910

40208370

9780 8900

7070

11700 10270

1650

2270

4420

8550

10

10

X

X

X

200

SECTION

REINFORCING PLATE

EXIST. STRUCTURE X

X

50X

X

50

50

A

A

10

50x50x10

X

ANGLE

IPS-D-PI-130

-

-

-

-

-

BRACKET

(TYP.)

K K

3-ANGLE SIZE & DIMENSION "K" TO BE DEFINED BY PIPING SUPPORT DESIGNER.

51

X

MAX. LOAD(TYP.)

(TYP.)

(TYP.)

LONGITUDINALLY WELDED PLAIN CANTILEVER

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BRACKET


E

L

[ 180250

100

1501880

2800

3470

520

330

190

100

780

1210

7290

5860

4590 1850

3060

1360

1100

720

2170

2830

3580

570

310

30

70

130

210

1610

1300

850

2640

3410

4310

690

390

40

90

160

260

1960

1580

1040

SECTION

X

X

L1

MAX. LOAD

TYPE "A" TYPE "B"

L 80x8

L 40x4

L 50x5

L 60x6

L 70x7

[ 160

[ 120

[ 200

3350

4310

5420

860

520

60

120

220

350

2500

2020

1340

170

100

40

-

260

460

2410 1860

260

180

-

20

50

100

500

840

1040

2370

1420 930

1570

610

370

210

40

-

-

-

70

110

1230

170

110

-

-

30

60

320

570

850

1930

1510

1160

7

B2

20 20 L

MAX. LOAD

L1

X

[ 100

[ 80

[ 140200

FLAT 50x6SEE DETAIL "1"

(TYP.)

X2-MATERIAL SHALL BE AS FOLLOWS:

MAX. LOAD (Kg) L=1000 L=1250L=800L=600L=300 L=400 L=500L=200

a) SECTION : ASTM-A36b) FLAT : ASTM-A283 Gr. C

DETAIL "1"

E6

50

L1

80

70

60

50

40

45

50

55

60

65

75

70

A A

AMIN.

160

180

140

120

100

80

40

50

60

SECTION

EXIST. STRUCTUREEXIST. STRUCTURE

SECTION

TYPE

A

B

LOAD TABLE

51

XX

END WELDED PLAIN CANTILEVER

IPS-D-PI-130

NOTES


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

BRACKET



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


REV. SHEET DATE

DATE REV.


DRAWING No.

DESCRIPTION012

8"(DN200)~18"(DN450)

A1

X

X

X

X

20"(DN500)~24"(DN600)

EXISTING


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.



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.



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)


FOR PULSATINGCOMPRESSOR PIPING

DROPDOWN SUPPORT

DROPDOWN SUPPORT

COMPRESSOR PIPINGFOR PULSATING


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


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.



DRAWING No.

DESCRIPTION012


IPS-D-PI-130 2

FIGURE SUPPORTNO. TITLENO.

SHEET SHEETNO. TITLENO.

SUPPORTFIGURE SHEETNO. TITLENO.

SUPPORTFIGURE

STANDARD 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)


BASE ANCHOR FORVERTICAL PIPES

2"(DN50)~24"(DN600)BA1

BA2

BA22"(DN50)~24"(DN600)

HORIZONTAL PIPES BASE ANCHOR FOR


(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


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



1

DATE SHEET REV.

DATEREV.



DRAWING No.

DESCRIPTION012


IPS-D-PI-130


51

vs1 - اصلی

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