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Restrained Joint Pipe

Field Flex-Ring Joint Pipe

Combining the sealing features of the time-proven Fastite joint, the AMERICAN Field Flex-Ring joint provides flexible, field adaptable restraint against endwise separation due to thrust and is easily assembled.

For the 4-inch, 6-inch, 8-inch and 12-inch sizes (small diameter), the AMERICAN Field Flex-Ring is a field adaptable restrained joint utilizing a grooved end and a corrosion-resistant, high-strength, low-alloy (HSLA) steel ring, simulating a weld ring. The restraint is provided by a wedging action that acts between the steel ring and a yellow painted ductile iron split Flex-Ring. Once the grooved fabricated end is created and the steel ring is installed, the Field-Flex Ring spigot end behaves identically to the shop fabricated Flex-Ring spigot end. After the spigot end of the Field Flex-Ring pipe is assembled into the Flex-Ring bell, the split Flex-Ring is inserted and springs into the socket locking groove. The Flex-Ring is securely positioned behind the bolt-on field ring and in the socket locking groove on the inside of the pipe bell providing the flexible restraint.

The small diameter AMERICAN Field Flex-Ring is designed to restrain joints with the same allowable working pressures and deflection capabilities as the standard Flex-Ring Joint. Small diameter Field Flex-Rings may be used with a minimum 53 thickness class ductile iron pipe with a maximum working pressure of 350 psi. Restrained joints using the AMERICAN Field Flex-Ring have been factory tested to withstand dead end thrust resulting from more than twice the rated working pressure.

For larger diameters, the AMERICAN Field Flex-Ring with black-toothed gripping segments is available. This method of restraining AMERICAN 14-inch to 36-inch ductile iron Flex- Ring pipe and fittings is an easy, totally boltless and glandless way of restraining field connections, which does not require a factory or field weldment. Where field cuts are anticipated, the Field Flex-Ring may be used to restrain joints with any suitable ductile iron plain end.

The patented large diameter AMERICAN Field Flex-Ring is designed to restrain joints with the same allowable working pressures and deflection capabilities as the shop fabricated Flex-Ring joint. Large diameter Field Flex-Rings may be used with any standard pressure class of ductile iron pipe with an allowable working pressure equal to that of the pipe class, or a maximum of 350 psi in the 14-inch to 24-inch sizes and 250 psi in the 30-inch and 36-inch sizes. 

Restrained joints using the large diameter Field Flex-Ring have been factory tested to withstand dead-end thrust resulting from more than twice the rated working pressure. The restraint is provided by the wedging action of heat-treated high-strength ductile iron segments. The segments have a wedge-shaped cross-section with gripping teeth on the inner surface. The ductile iron segments are held in the proper position for assembly by a rubber backing ring. This rubber backing ring is compressed during assembly to ensure that the restraining segments are held firmly in place against the socket wedging surface and spigot. The positioning and compressive force exerted by the backing ring on the restraining segments result in dependable gripping of the spigot when thrust is applied.

For both large and small diameter applications where field restraint is required, the AMERICAN Field Flex-Ring joint provides a robust, cost effective, field adaptable solution.   

U.S. Patent No. 5,197,768

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Maximum Depths of Cover

for Minimum Pressure Classes of Ductile Iron Pipe ANSI/AWWA C151/A21.51

This table tabulates the maximum depth of cover for the five types of laying conditions, along with corresponding nominal wall thickness and maximum rated working pressure, all for minimum pressure classes of ductile iron pipe. Taken from the table that follows, it is offered as a convenience for quickly checking the capabilities of minimum pressure classes of ductile iron pipe under a given set of conditions.  For the majority of internal pressure and external loading conditions, minimum pressure classes are more than adequate and possess substantial safety factors.

Size
(in.)

Pressure
Class

Thickness
(in.)

Laying Conditions
Maximum Depth of Cover in Feet1

Type 1

Type 2

Type 3

Type 4

Type 5

14

250

0.28

see3

112

15

23

36

16

250

0.30

see3

112

15

24

34

18

250

0.31

see3

102

14

22

31

20

250

0.33

see3

10

14

22

30

24

200

0.33

see3

82

12

17

25

30

150

0.34

see3

-

9

14

22

36

150

0.38

see3

-

9

14

21

1.) An allowance for single H-20 truck with 1.5 impact factor is included for all sizes and all depths of cover.

2.) Minimum allowable depth of cover is 3’. For depths less than 3’, consult AMERICAN.

3.) Laying condition Type 1 is limited to 12" and smaller pipe. For 14" and larger pipe, laying condition Type 1 should not be used.

Maximum Depths of Cover

for All Pressure Classes of Ductile Iron Pipe ANSI/AWWA C151/A21.51

This table lists maximum depths of cover for the five types of laying conditions for all standard pressure classes; also tabulated are the corresponding nominal wall thickness and maximum rated working pressure. (Note: Although not listed in the following table, ductile iron pipe for working pressures higher than 350 psi is available. Consult AMERICAN regarding specific conditions involved.)

Size
(in.)

Pressure
Class
psi4

Nominal
Thickness
(in.)

Laying Conditions
Maximum Depth of Cover in Feet5

Type 1

Type 2

Type 3

Type 4

Type 5

14

250

0.28

see8

116

15

23

36

14

300

0.30

see8

13

17

26

42

14

350

0.31

see8

14

19

27

44

16

250

0.31

see8

116

15

24

34

16

300

0.32

see8

13

17

26

39

16

350

0.34

see8

15

20

28

44

18

250

0.31

see8

106

14

22

31

18

300

0.34

see8

13

17

26

36

18

350

0.36

see8

15

19

28

41

20

250

0.33

see8

10

14

22

30

20

300

0.36

see8

13

17

26

35

20

350

0.38

see8

15

19

28

38

24

200

0.33

see8

86

12

17

25

24

250

0.37

see8

11

15

20

29

24

300

0.40

see8

13

17

24

32

24

350

0.43

see8

15

19

28

37

30

150

0.34

see8

-

9

14

22

30

200

0.38

see8

87

12

16

24

30

250

0.42

see8

11

15

19

27

30

300

0.45

see8

12

16

21

29

30

350

0.49

see8

15

19

25

33

36

150

0.38

see8

-

9

14

21

36

200

0.42

see8

87

12

15

23

36

250

0.47

see8

10

14

18

25

36

300

0.51

see8

12

16

20

28

36

350

0.56

see8

15

19

24

32

4.) These pipes are adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. Ductile iron pipe for working pressures higher than 350 psi is available.

5.) An allowance for a single H-20 truck with 1.5 impact factor is included for all sizes and all depths of cover.

6.) Minimum allowable depth of cover is 3’. For depths less than 3’, consult AMERICAN.

7.) Calculated maximum depth of cover exceeds 100’.

8.) Laying condition Type 1 is limited to 12" and smaller pipe. For 14" and larger pipe, laying condition Type 1 should not be used.

For other conditions not covered in these tables see AWWA C150 or consult AMERICAN for design of pipe thickness. Special thickness classes may be appropriate in such cases.

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