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maximum hydrostatic pressure that a newly installed component can withstand for a relatively short duration, wheneither fixed above ground level or laid and backfilled underground, in order to measure the integrity and tightness ofthe pipeline
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1
Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
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Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
CONTENTS
PUSH-ON JOINT (T-TYPE JOINT) ..........................................................................3
K-TYPE JOINT..............................................................................................................5
TF TYPE SELF-ANCHORED JOINT .......................................................................7
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Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
The T-type joint designs
incorporate a single
rubber sealing gasket
assuring a tight,
permanent seal. The
"push-on" type joint is
easy to assemble and fast
to install. The push-on
design eliminates the
need for glands and
fasteners. The rubber
gasket fits inside the
contour of the bell socket,
which seats the gasket.
The plain-end (spigot) of
each pipe is beveled to
further ease assembly.
1. Push-on Joint (T-type Joint)
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Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
T-type Joint Dimensions
DN Maximum
Joint
Deflection
()
Maximum
Outside
Diameter
D1
(mm)
DE
(mm)
Socket Depth
A
(mm)
Recommended Insert
Depth For Spigot
B
(mm)
80 3.5 140 98 85 75
100 3.5 163 118 88 78
125 3.5 190 144 91 81
150 3.5 217 170 94 84
200 3.5 278 222 100 90
250 3.5 336 274 105 95
300 3.5 393 326 110 100
350 2.5 448 378 110 100
400 2.5 500 429 110 100
450 2.5 540 480 120 110
500 2.5 604 532 120 110
600 2.5 713 635 120 110
700 1.5 824 738 150 140
800 1.5 943 842 160 150
900 1.5 1052 945 175 165
1000 1.5 1158 1048 185 175
1100 1.5 1267 1152 200 190
1200 1.5 1377 1255 215 205
1400 1.5 1610 1462 239 229
1500 1.5 1710 1565 250 240
1600 1.5 1820 1668 262 252
1800 1.5 2050 1875 300 290
2000 1.5 2266 2082 340 330 1. Internal negative pressure:-0.9 bar
2. External positive pressure2.0bar
5
Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
2. K-type Joint
The mechanical joint is a bolted joint utilizing a ductile iron gland and mechanical
joint gasket. The mechanical joint is recommended for water service where many
connections are required. All components of the mechanical joint are
interchangeable. The spigot end of mechanical joint pipe has the same outside
diameter as push-on joint pipe. As a result, it can be fitted into such joints in the
field by beveling the outside edge. All of the accessories (glands and fasteners)
are supplied with each joint.
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Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
K-type Joint Dimensions
Bolt DN Maximum Joint
Deflection ()
Maximum Outside
Diameter
D1 (mm)
DE
(mm)
Socket Depth
A (mm)
Recommended Insert
Depth For Spigot
B (mm)
Thread diameter Quantity Length
(mm)
100 3.5 234 118 80 70 M20 4 95
150 3.5 288 170 80 70 M20 6 95
200 3.5 341 222 80 70 M20 6 100
250 3.5 395 274 80 70 M20 8 100
300 3.5 455 326 110 100 M20 8 100
350 2.5 508 378 110 100 M20 10 110
400 2.5 561 429 110 100 M20 12 110
450 2.5 614 480 110 100 M20 12 110
500 2.5 667 532 110 100 M20 14 110
600 2.5 773 635 110 100 M20 14 110
700 1.5 892 738 120 110 M24 16 120
800 1.5 999 842 120 110 M24 20 120
900 1.5 1123 945 120 110 M30 20 130
1000 1.5 1231 1048 130 120 M30 20 130
1100 1.5 1338 1152 130 120 M30 24 140
1200 1.5 1444 1255 130 120 M30 28 140
1400 1.5 1657 1462 130 120 M30 28 150
1500 1.5 1766 1565 130 120 M30 28 150
1600 1.5 1874 1668 160 150 M30 30 150
1800 1.5 2089 1875 170 160 M30 34 160
2000 1.5 2305 2082 180 170 M30 36 160
2200 1 2519 2288 190 180 M30 40 170
2400 1 2734 2495 250 240 M30 44 170
2600 1 2949 2702 260 250 M30 48 180
1. Internal negative pressure:-0.9 bar
2. External positive pressure2.0 bar
7
Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
3. TF Type Self-anchored Joint
Self-restrained Type is a push-in self anchored joint. The principle of joint
anchoring consists in transmitting the axial forces from one pipeline to the
following one, thus ensuring that the joint does not come apart.
The application of self-restrained joints is of particular interest where congested
conditions preclude concrete anchor block constructions or in poorly cohesive
soils.
Self-restrained joints combine the advantages of flexible joint pipes and welded
joint pipes.
Self-anchored joints allow the axial thrusts arising at particular points (bends,
tapers, tees, blank flanges) to be distributed over one or more pipes, thus
avoiding installation of concrete anchor blocks.
The seal is provided by a standard gasket.
The axial force transmission is through a mechanical arrangement, independent
of that providing the seal, comprising:
1. Weld been on the pipe spigot
2. A one-piece or segmented anchoring locking ring with a curved external
profile, which abuts against the weld bean
3. A special gland, which blocks the locking ring.
4. Iron bolts.
8
Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
TF Type Self-anchored Joint Dimensions
K9 Pressurebar Bolt DN
PFA PMA PEA
Maximum Outside Diameter
D1
(mm)
DE
(mm) Thread diameter Quantity Length
(mm)
80 30 36 41 243 98 M22 4 95
100 30 36 41 264 118 M22 4 95
150 30 36 41 321 170 M22 6 95
200 25 30 35 375 222 M22 8 95
250 25 30 35 433 274 M22 8 95
300 25 30 35 509 326 M27 8 130
350 25 30 35 567 378 M27 8 130
400 16 19.2 24.2 620 429 M27 10 130
500 16 19.2 24.2 730 532 M27 16 130
600 16 19.2 24.2 843 635 M27 20 130
700 16 19.2 24.2 967 738 M27 24 135
800 10 12 17 1080 842 M27 30 135
900 10 12 17 1198 945 M27 30 135
1000 10 12 17 1308 1048 M27 30 135
1100 10 12 17 1420 1152 M27 40 135
1200 10 12 17 1539 1255 M27 40 135 1. Internal negative pressure: -0.9 bar
2. External positive pressure: 2.0 bar
PFA: maximum internal pressure, excluding surge, which a component can safely withstand in permanent service
PMA: maximum internal pressure, including surge, which a component can safely withstand in service
PEA: maximum hydrostatic pressure that a newly installed component can withstand for a relatively short duration, when
either fixed above ground level or laid and backfilled underground, in order to measure the integrity and tightness of
the pipeline
NOTE: This test pressure is different from the system test pressure, which is related to the design pressure of the pipeline.
9
Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes
EDITION 2009
Xinxing Ductile Iron Pipes Co., Ltd.
Office: A3005, Fortune Plaza, Middle Road East 3rd Ring, Beijing China, Zip Code: 100020