U型钢板桩理论重量

找i ti型fl根*而尺寸、誉而iii积.理论里卫艮截而特性 单粗封 型弓 有 效 度 Wi mm 悔米板而 理论 k&ni1 有蚊 Hi mm t mm ao 禅而 面枳 cm1 理论 SA 滋性 an2 Wx cm31 ee 152 223 kg''m 樺面 而积 cm1 慣性 cm4 Wx rm1 400*65 400*100 400x125 4G0*1SD 400-150 400*170 500 吨 DO 500*225 600-130 40D 400 400 400 40D 400 500 50D 600 eoo B5 100 125 150 160 1T0 200 225 130 1A0 210 204 ao 1C.5 13.D 13.1 16 0 15.5 24.3 27.8 W,3 13.4 10.0 10.0 45S1 61.1fi 7B42 74.40 365 480 60.0 5B.4 76.1 76 1 1050 1201 61.8 Si fl 10B2 77.9 598 1240 2220 2790 4110 4B70 7960 11400 2110 £220 S630 6S90 1130 1S3.D 161 D aa.7 120J 45W 8740 529 374 149.9 16BDD 1340 1520 2150 2270 3150 3620 1000 1800 2700 1410 250 1B6LO 146.0 22B0D 334 3^2 520 680 203 37fi 539 456 242 0 242.fi 2676 30B.0 131 2 173.2 225.5 132 190.0 1S0.4 21 ai 240.2 103.0 136.0 177.0 1G3.8 34400 38800 63M» aecK» 13000 32400 56700 28710 池g SB 99 1336 1530 78 70 103.fi 1353 99 2 6M*210

750«2DS fiOD 750 750 205.5 11.5 12.0 109.9 113.4 112.7 123.4 127,0 130.1 140.6 144,2 8C.3 3&.C B8,5 96.9 997 102.1 1110.4 113.2 7110 7270 B760 9330 &5&0 9630 10390 10580 461 46B 554 579 &e& 579 601 60& 147 1150 32850 34270 1600 1865 17BD 2000 2075 2270 2500 2580 750 750 750x220 750 750 750 750*225 750 750

151 150 165 169 173 188 192 118.0 129.2 132.9 136.1 147.2 1509 220.5 222 2225 223.5 225 225.5 10.5 12 0 12.5 13.0 145 15.0 39300 44440 46180 50700 56240 5BH40 ：谟挖販拥、单也 术语誓仍应复帙） U型钢板桩

Profile Width Height Thick ness Weight per pile Weight per wall Mome nt of in ertia Modulus of sect ion

mm mm mm Kg/m Kg/ m2 Cm4/m Cm3/m WRU7-750 750 320 5 42.8 57 11089 693 WRU8-750 750 320 6 51.1 68.1 13191 824 WRU9-750 750 320 7 59.3 79 15256 953 WRU10-450 450 360 8 52.6 116.9 18267 1015 WRU11-450 450 360 9 58.7 130.4 20383 1132 WRU12-450 450 360 10 64.9 144.3 22443 1247 WRU11-575 575 360 8 60.4 105.1 19684 1094

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WRU12-575 575 360 9 67.6 117.6 21979 1221 WRU13-575 575 360 10 74.8 130 24223 1346 WRU11-600 600 360 8 62 103.4 19897 1105 WRU12-600 600 360 9 69.4 115.7 22219 1234 WRU13-600 600 360 10 76.7 127.9 24491 1361 WRU18-600 600 350 12 103.8 172.9 32797 1847 WRU16-650 650 480 8 71.2 109.5 39872 1661 WRU18-650 650 480 9 79.6 122.5 44521 1855 WRU20-650 650 540 8 78.4 120.7 56002 2074 WRU23-650 650 540 9 87.8 135.1 62588 2318 WRU26-650 650 540 10 96.2 146.9 69093 2559 WRU30-700 700 560 11 119 170.1 83813 2993 WRU32-700 700 560 12 129.8 185.4 90880 3246

Z 型钢板桩

Profile

Width Height Thickness Weight per pile Weight per wall Moment of inertia Modulus of section

mm mm mm Kg/m Kg/ m2 Cm4/m Cm3/m WRZ16-635 635 379 7 61.5 96.9 30502 1610 WRZ18-635 635 380 8 70.1 110.3 34717 1827 WRZ22-635 635 417 9 81.1 127.6 47255 2265 WRZ25-635 635 418 10 89.7 141.3 52258 2500 WRZ28-635 635 419 11 104.2 164.1 58786 2806 WRZ30-635 635 420 12 113.3 178.4 63889 3042 WRZ32-635 635 421 13 122.3 192.7 68954 3276 WRZ12-650 650 319 7 57.8 88.9 19603 1229 WRZ14-650 650 320 8 65.8 101.2 22312 1395 WRZ34-675 675 490 12 118.9 176.1 84657 3455 WRZ37-675 675 491 13 128.4 190.2 91327 3720 WRZ38-675 675 491.5 13.5 133.1 197.2 94699 3853 WRZ18-685 685 401 9 77.4 113 37355 1862 WRZ20-685 685 402 10 85.7 125.2 41304 2055 WRZ30-700 700 449 11 111.8 159.7 67025 2986

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