Anvil 261, 261 User Manual

4.5 (2)
Anvil 261, 261 User Manual
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C
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Extension Pipe or Riser Clamp
Note: Refer to Technical Data Section of the Pipe Hanger Catalog for cast iron soil pipe data.
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RISER CLAMPS

Fig. 261 (Formerly Afcon Fig. 400)

Size Range: 34" through 24" Material: Carbon steel

Finish: θ Plain, θ Hot-Dip Galvanized with Zinc Plated Bolts & Nuts, θ Epoxy Coated or θ Painted.

Service: For support of stationary steel pipe risers, cast iron pipe or conduit. This product is not intended for use with hanger rods. For this application refer to Fig. 40 Riser Clamp, page 49.

Maximum Temperature: Plain 650° F, Galvanized and Epoxy 450° F Approvals: Complies with Federal Specification A-A-1192A (Type 8) WW-H-171-E (Type 8), ANSI/MSS SP-69 and MSS SP-58 (Type 8).

UL, ULC Listed (Sizes 1 12" - 8"). Installation: Clamp is fitted and bolted preferably below a coupling,

hub or welded lugs on steel pipe. Bolt torques should be per industry standards (see page 248). Clamp is designed for standard steel pipe O.D. and this must be considered in sizing the riser for other types of piping.

Ordering: Specify pipe size, figure number, name and finish.

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FIG. 261: DIMENSIONS (IN) • LOADS (LBS) • TORQUE (FT-LBS) • WEIGHT (LBS)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pipe

Max

Weight

L

G

B

 

C

Bolt

Torque

 

 

Size

Load

Width

 

Diameter

Values

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

34

220

1.1

878

 

278

 

 

 

 

 

 

1

1.1

 

318

 

38

38

21

 

 

 

 

 

 

 

 

114

250

1.6

10

 

312

 

 

 

 

 

 

 

 

 

 

112

1.6

1014

 

378

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2

300

1.7

1

414

 

 

 

 

 

 

 

 

 

 

 

 

 

212

400

1.9

1114

 

434

 

12

7⁄16

32

 

 

3

500

1.9

1138

 

512

 

 

 

 

 

 

312

600

2.3

1278

 

612

 

 

 

 

 

 

4

750

2.4

 

7

 

12

12

46

 

 

 

 

 

 

 

5

1,500

3.6

1334

 

8

 

 

 

 

 

 

 

 

 

 

6

1,600

4.0

1434

112

9

 

 

 

 

 

 

8

2,500

7.6

1812

 

12

 

 

 

 

 

 

10

11.1

2014

 

1334

 

58

58

100

 

 

 

 

 

 

 

12

2,700

16.5

2234

2

1534

 

 

 

 

 

 

 

 

 

14

17.7

24

 

1714

 

 

 

 

 

 

 

 

 

 

 

 

 

 

16

 

30.4

26

 

1934

 

 

 

 

 

 

18

2,900

33.8

28

212

2134

 

34

34

150

 

 

20

 

35.0

30

 

2334

 

 

 

 

 

 

24

3,200

82.0

3634

3

30

 

1

78

190

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROJECT INFORMATION

 

 

 

 

APPROVAL STAMP

 

 

 

 

 

 

 

 

 

 

 

 

Project:

 

 

 

 

 

 

θ Approved

 

 

 

Address:

 

 

 

 

 

 

θ Approved as noted

 

 

Contractor:

 

 

 

 

 

 

θ Not approved

 

 

Engineer:

 

 

 

 

 

 

Remarks:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Submittal Date:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Notes 1:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Notes 2:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PH-1.18

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