SEE PRODUCT DEMOS
See product demonstration and installation videos here. Visual steps clearly layed out to install your pipe.
Mcwaneinfo.com

Ductile Ball and Socket Joint

Clow Ball and Socket Pipe is a ball and socket type joint designed to meet the severe requirements for crossing rivers, streams and lakes, and for other uses where free turning deflection and a restrained joint are needed.

The joint is boltless. Restraint is provided by a bayonet-type locking of the retainer over the bell. Joint design assures uniform load distribution between the restraining components, even when the joint is fully deflected.

Each pipe consists of a bell, ball and retainer assembled on a centrifugally cast barrel. All pipe components are rugged, high-strength ductile iron. The barrel is cast of 60-42-10 ductile iron. The bell, ball and retainer are cast of 70-50-05 ductile iron.

Download Ductile Ball and Socket Joint PDF (600k)

F-141 Ball And Socket
DIMENSIONS AND WEIGHTS
Normal Pipe Size Inches A21.51 Thickness Class Number Pressure Rating PSI Dimensions - Inches Weight Of Full Length Pipe* As Shipped In Pounds
T Thickness A Pipe O.D. B Retainer O.D. Pipe Barrel LBS. / Foot
6 55 350 .40 6.90 13.88 25.0 545
8 55 350 .42 9.05 16.63 34.8 770
10 55 350 .44 11.10 19.13 45.1 1005
12 55 350 .46 13.20 22.00 56.3 1270
14 56 350 .51 15.30 24.50 72.5 1655
16 56 350 .52 17.40 27.00 84.4 1990
18 56† 350 .53 19.50 30.00 96.7 2375
18 58 350 .59 19.50 30.00 107.3 2560
20 56† 350 .54 21.60 32.75 109.3 2810
20 59 350 .63 21.60 32.75 127.0 3110
24 56† 350 .56 25.80 38.25 135.9 3700
24 62 350 .74 25.80 38.25 178.3 4415
30 58† 250 .71 32.00 46.25 213.6 5855
30 61 250 .83 32.00 46.25 248.7 6435
36 57† 250 .78 38.30 54.25 281.3 8145
36 59† 250 .88 38.30 54.25 316.6 8725
†When full of air, pipe of this thickness will float unless weight is added. *Weight is based on 18'0" nominal laying length. Minimum laying length is 1'0" for sizes 6 thru 12 in. and 3'0" for sizes 14 thru 36 in. NOTE: While this joint provides full 15° free turning deflection with no reduction in the waterway, it is recommended that the "design" deflection be limited to 12° per joint.


Clow Ball and Socket Pipe Connecting Pieces

Dimensions In Inches Approximate Weight - Pounds*
Norm Pipe Size Thickness Plain End O.D. A B F-141-1 F-141-2 F-141-11 F-141-12 F-141-13 F-141-14
A21.51 Class Wall T
6 55 .40 6.90 2-1/4 1 510 480 530 500 535 505
8 55 .42 9.05 2-5/8 1-1/8 720 675 755 710 760 715
10 55 .44 11.10 2-7/8 1-1/8 940 880 985 925 990 930
12 55 .46 13.20 3-1/4 1-1/8 1185 1100 1245 1160 1250 1165
14 56 .51 15.30 3-1/2 1-1/4 1545 1420 1630 1505 1620 1495
16 56 .52 17.40 3-3/4 1-1/4 1835 1680 1935 1780 1930 1770
18 56 .53 19.50 4-1/4 1-1/4 2185 1930 2330 2075 2300 2045
18 58 .59 19.50 4-1/4 1-1/4 2375 2115 2520 2260 2485 2225
20 56 .54 21.60 4-1/2 1-1/4 2585 2190 2755 2360 2715 2320
20 59 .63 21.60 4-1/2 1-1/4 2900 2495 3070 2665 3030 2625
24 56 .56 25.80 5-1/4 1-1/4 3365 2780 3655 3070 3510 2955
62 .74 25.80 5-1/4 1-1/4 4115 3510 4405 3800 4290 3590
30 58 .71 32.00 6-1/4 1-1/4 5350 4365 5810 4825 5520 4535
30 61 .83 32.00 6-1/4 1-1/4 5965 4965 6425 5425 6135 5135
36 57 .78 38.30 7-1/4 1-1/4 7450 5815 7635 6000 7805 6170
36 59 .88 38.30 7-1/4 1-1/4 8065 6415 8250 6600 8420 6770
*Weights shown are for 18 ft. laying lengths. Weights of shorter pieces can be determined by sub tracting the appropriate barrel weight.

Maximum laying length is 18'0". Minimum laying length is 3'0".

Pipe can also be furnished Ball and MJ Bell (F-141-3), Bell and MJ Bell (F-141-4), Ball and Push-On Bell (F-141-5), Bell and Push-On Bell (F-141-6), Ball and Flange (F-141-9) or Bell and Flange (F-141-10).


Ball And Socket Pipe Installation

An installation procedure must be determined for each individual installation of Ball and Socket Pipe. Some successful methods for installing pipe across a river or lake are listed here as a guide.

Pulling into Position
Joints are assembled on shore. The river bank is trenched and sloped to prevent overdeflection of the joints during pulling. The lead pipe is usually a connecting piece which is capped or plugged to keep unwanted water out of the pipe and reduce the weight of the submerged pipe. A cable or harness is attached behind the first joint and the pulling cable secured to the lead line is pulled into place from the opposite shore.

Class 56 Ball and Socket Pipe in the 18" thru 24" sizes will float and require sinking to the bottom after pulling. Heavier classes are available for installations where flotation is not desired.

Laying from Barge
A crane mounted on a barge is used for handling the pipe.

A chute to guide the pipe into position is constructed and mounted on the barge.

The joints are assembled in this chute and guided into position on the bottom as the barge is moved ahead. The chute must be designed to prevent maximum deflection of the joints as they are guided into position.

Cofferdamming
A cofferdam is constructed to divert the flow of water and allow trenching by conventional means.

The pipe is then assembled in the trench in the river bottom.

Joint Deflection
It is recommended that installations be designed for a maximum joint deflection of 12 degrees. This design angle must also be considered when determining method of installation, slope of approaches or chutes, and the final contour of the installed pipe. -

End Connections
The connection of F-141 Ball and Socket Pipe to the balance of the system can be accomplished in several ways.

Norm Pipe Size A21.51 Thickness Class Number Wall Thickness In Inches Weight Of Pipe As Shipped Wieght Of Full Length Pipe Under Water Maximum Safe Tension In Pounds††
Full Of Air Full Of Water
6 55 .40 545 240 465 50,000
8 55 .42 770 240 655 70,000
10 55 .44 1005 220 860 95,000
12 55 .46 1270 155 1080 120,000
14 56 .51 1655 160 1410 145,000
16 56 .52 1990 45 1685 165,000
18 56 .53 2375 70 2015 195,000
18 58† .59 2560 110 2170 195,000
20 56 .54 2810 200 2375 210,000
20 59† .63 3110 100 2635 210,000
24 56 .56 3700 620 3110 260.000
24 62† .74 4415 95 3715 260.000
30 58 .71 5855 900 4920 335,000
30 61 .83 6435 180 5360 335,000
36 57 .78 8145 1300 6880 400,000
36 59 .88 8725 725 7330 400,000
Weights above do not include lining.

†When full of air, pipe of this thickness will float unless weight is added.
††Maximum tension that can safely be applied to a single joint when pulling pipe into position or laying it from a barge.


Standard Practice

While Clow Ball and Socket Pipe is regularly furnished in 18'0" nominal laying lengths, we reserve the right to furnish a limited percentage of shorter lengths. We will always ship a footage of pipe not less than the total ordered. We also reserve the right to furnish a total footage greater than the footage ordered to allow the use of full length pipe without cutting. Any exceptions to this standard practice must be clearly specified at the time of order.

Exact Laying Lengths: If any piece of pipe or length of piping must be furnished with an exact laying length, this must be specified. Random lengths will be used in making up exact laying lengths greater than 18 feet.

End Connections: Clow Ball and Socket Pipe can be furnished with the end connections listed on page 21. The type of end connection and length of connecting piece must be specified.

Accessories: Clow Ball and Socket Pipe are shipped with the retainer assembled on the pipe and secured to the ball end by hook bolts. Gaskets, lubricant, retainer locks and retainer lock pins are shipped in a separate container.
HOME . ABOUT PACIFIC STATES . PRODUCTS . SPECIFICATIONS & SUBMITTALS . PRODUCT DEMOS & RESOURCES
SEARCH . INFOGENIX . CONTACT US . LINKS . PRIVACY POLICY . SALES TERMS & CONDITIONS . VENDOR TERMS


  • TYTON® and TYTON JOINT® are registered trademarks of United States Pipe and Foundry Company, Inc.
  • FASTITE® is a registered trademark of American Cast Iron Pipe Company.
  • McWane, PSCIPCO, Atlantic States, Canada Pipe, CLOW, Super-Lock, and Thrust-Lock are trademarks or registered trademarks of McWane Cast Iron Pipe and its affiliated companies. All other trademarks belong to their respective owners.

  • Designed and Hosted by Infogenix, Inc.