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5/20/2018 productbrochure-slidepdf.com http://slidepdf.com/reader/full/product-brochure-561814f2d7c30 1/9  1 Xinxing Ductile Iron Pipes Joint Types of Ductile Iron Pipes EDITION 2009 J J o o i i n n t t  T T y y p p e e s s  o o  D D u u c c t t i i l l e e  I I o o n n  P P i i p p e e s s  E Ed i ition 2 0 0 0 0 9 9  X X i i n n x x i i n n g g  D D u u c c t t i i l l e e  I I o o n n  P P i i p p e e s s  C C o o . . , ,  L L t t d d . .  

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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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  • 2

    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

  • 3

    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)

  • 4

    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.

  • 6

    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