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  U sheet pile is a service-proven type familiar to both designers and constructors, which is extensively used for permanent structures, temporary earth-retaining works and temporary cofferdams, etc  In addition to its rigid structure, its moment of inertia per pile is relatively large, thus allowing repetitive use  Available in a range of sections, with section modulus values ranging from 456 to 4042 cm3/m WRU category 型号 宽度 高度 厚度 断面宽 Type Width Height Thickness mm mm mm Sectional area Cm2/m WRU7 750 320 5 71.3 42.0 56.0 10725 670 WRU8 750 320 6 86.7 51.0 68.1 13169 823 WRU9 750 320 7 101.4 59.7 79.6 15251 953 每宽宽重 每米宽身 宽性矩 截面模数 Weight per Weight per Moment of Modulus of pile wall Inertia section Kg/m Kg/ m2 Cm4/m Cm3/m 9 138.5 67.5 122.1 19685 1094 WRU12-575 575 360 9 149.1 221.5 127.4 90880 3246 WRU35-700 700 562 13 255.8 188.4 105.5 109655 3916 WRU41-700 700 562 16 323.4 21973 1221 WRU13-575 575 360 10 165.1 140.2 223.3 187.2 WRU 40 750 598 14 282.3 156.4 61.8 185.9 58.9 238.8 172.5 116.7 78.3 109.0 74.2 56002 2074 WRU23 650 540 9 169.4 106416 3547 WRU 38 750 602 13 253.3 98652 3511 WRU36-700 700 558 14 284.5 119918 4011 WRU 43 750 600 15 301.2 19897 1105 WRU12-600 600 360 9 147.2 146.3 44521 1855 WRU20 650 540 8 153.3 103.7 128724 4291 WRU 45 750 602 16 320.5 115.5 24491 1361 WRU18.9 251.5 236.3 184.5 24224 1346 WRU11-600 600 360 8 131. 138.6 52.6 130.5 112.4 76.8 22213 1234 WRU13-600 600 360 10 162.1 119.1 120.9 32797 1874 600 350 13 238.9 103.3 69.6 39864 1661 WRU 18 650 480 9 156.2 35224 2013 650 480 8.2 166.8 137561 4570 115505 3837 .7 149.8 22444 1247 WRU11-575 575 360 8 133.2 20375 1132 WRU12-450 450 360 10 182.9 64.1 177.60 0 WRU18.4 87.0 61084 2318 WRU26 650 540 10 187.8 166.4 96.8 60.60 0 WRU16 600 350 12 220.2 200.5 71.7 143.1 79.5 83139 2980 WRU32-700 700 560 12 236.6 253.WRU10-450 450 360 8 148.5 117.3 133.9 127.7 18268 1015 WRU11-450 450 360 9 165.3 170.5 129.5 97362 3265 WRU 35 750 600 12 234.5 177.9 69093 2559 WRU30-700 700 558 11 217.1 169.2 129.7 117194 4170 WRU 32 750 598 11 215.4 199.2 102145 3661 WRU39-700 700 560 15 303. . . . . Z profile sheet pile ADVANTAGES  Excellent properties with high tensile strength  Capable of saving steels economically  Extremely competitive section modulus . 8 101.3 34717 1827 WRZ28-635 635 419 11 209.1 28785 2805 WRZ30-635 635 420 12 227.2 22312 1395 WRZ14-700 700 419 7 111.1 198.2 164.7 72863 3238 WRZ36-700 700 500 12 227.5 96.1 135.7 132529 4828 WRZ45-700 700 500 15 293.2 193.7 107240 4298 WRZ48-700 700 549 14 282.8 88.1 110.6 96.9 176.7 68954 3276 WRZ12-650 650 319 7 113.4 63889 3042 WRZ32-635 635 421 13 245.3 178.8 236.2 99086 3956 WRZ44-700 700 551 13 253.2 221.9 61. High installation performance with large width WRZ CATEGORY Type Width Height Thickness Sectional Weight area per pile mm mm mm Cm2/m Kg/m Weight Momoent of Modulus of per wall Inertia section Kg/ m2 Cm4/m Cm3/m WRZ16-635 635 379 7 123.0 215.5 161.7 165.4 155.5 47058 2246 WRZ25-700 700 420 10 175.0 100.5 137.8 125.9 19603 1229 WRZ14-650 650 320 8 128.7 67025 2986 WRZ32-700 700 450 12 221.0 104.9 52095 2491 WRZ30-700 700 449 11 203.6 70.4 61.9 30502 1610 WRZ18-635 635 380 8 140.3 113.8 121982 4428 WRZ43-700 700 499 14 274.2 139.6 87.5 87.3 121.1 124.9 91788 3672 WRZ40-700 700 501 13 246.5 70.8 30824 1471 WRZ16-700 700 420 8 127.4 114516 4581 WRZ51-700 700 550 15 301.3 230.3 192.6 173.2 57.2 178.8 159.7 151.0 35074 1670 WRZ22-700 700 419 9 158.9 150443 5461 .9 141518 5146 WRZ54-700 700 551 16 320.4 122.3 251.4 111.9 65. . In most cases. Wanze produces as per drawings.7 650 6 80 40.8 75. Wanze is now producing different kinds of trench piles.1 234 1139 3. trench pile is also popular worldwide.1 650 8 82 53.7 96 49. Weight per Weight per wall pile Section modulus inertia Radius of Gyration Kg/m2 Cm3/m cm4/m cm 42.Trench profile As an alternative to sheet pile.7 266 1304 3.4 56.0 247 1013 3.7 8 97 56.5 62.6 202 975 3.6 66.1 Width Thick ness Height mm mm mm Kg/m WRGI-1 750 6 95 WRGI-2 750 7 WRGI-3 750 Profile WRGII1 WRGII2 Moment of .9 83.4 190 758 3. Corner piles  Corner sheep pile is a newly developed type produced by rolling. and is far lighter in weight  The corner interlocking sections have been improved in shape to prevent loosening . which eliminate the need for welding and other fabrication processes. 4 57.6 5458 606 Moment of Inertia Elastic mm mm mm WRL1.0 50.3 5094 566 WRL6 700 180 7.6 724 145 3.7 3979 442 WRL5 700 180 6.7 1674 223 150 4.5 52.0 40.5 700 100 3.5 35.9 32.7 75.4 30.0 57.L/S profile sheet pile L Profile sheet piles Profile Dimension Width Height B H Mass Thickness T Per Pile Per wall Moment of Inertia Elastic section Modulus Kg/ m2 Cm4/m Cm3/m 21.1 81.0 2469 329 700 180 5.0 WRL2 700 150 WRl3 700 WRL4 Kg/m S Profile sheet piles Profile Dimension Width Height B H Thickness T Mass Per Pile Per wall section Modulus .0 22. 5 WRS5 600 260 4.4 15225 952 mm mm mm WRS4 600 260 3.7 12987 812 320 6.6 48.7 7899 608 320 5.5 62.2 41.0 45.Kg/ m2 Cm4/m Cm3/m 31.0 70.0 WRS6 700 WRS8 700 WRS9 700 260 Straight web profile Kg/m .7 5528 425 36.3 57.5 53.8 6703 516 5.6 83. The sheet pile boastes extremely high tensile strength at his interlocking sections .0 172.5 74.4 435 143 62 12.8 68. Width Profile B Height H Thickness T Section area A Per pile Per wall Moment kg/m2 Section of Inertia Modulus cm4/m cm3/m cm /m kg/m 10.7 124.6 396 132 61 11.1 81.0 158.1 474 153 2 WRX Mass G mm mm 600 60 600 600 mm 600-10 WRX 600-11 WRX 600-12 .0 144.2 113.1 135.