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H钢T型钢规格表

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H钢T型钢规格表H钢T型钢规格表 14.热轧H型钢和剖分T型钢(GB,T11263,1998) 你的位置:首页>>型钢 >>14.热轧H型钢和剖分T型钢(GB,T11263,1998) 发表时间:2006-9-4 11:42:00 (1)分类和代号见表4,33。 表4,33热轧H型钢和剖分T型钢的分类和代号 分类名称 类 别 代 号 (1)宽翼缘H型钢 HW 1(H型钢 (2)中翼缘H型钢 HM (3)窄翼缘H型钢 HN 2(H型钢桩 HP (1)宽翼缘剖分T型钢 TW 3(剖分T型钢 (2)中翼缘剖分T型钢 TM ...
H钢T型钢规格表
H钢T型钢规格 14.热轧H型钢和剖分T型钢(GB,T11263,1998) 你的位置:首页>>型钢 >>14.热轧H型钢和剖分T型钢(GB,T11263,1998) 发表时间:2006-9-4 11:42:00 (1)分类和代号见表4,33。 表4,33热轧H型钢和剖分T型钢的分类和代号 分类名称 类 别 代 号 (1)宽翼缘H型钢 HW 1(H型钢 (2)中翼缘H型钢 HM (3)窄翼缘H型钢 HN 2(H型钢桩 HP (1)宽翼缘剖分T型钢 TW 3(剖分T型钢 (2)中翼缘剖分T型钢 TM (3)窄翼缘剖分T型钢 TN (2)尺寸规格见表4_34,表4,36。 (3)允许偏差见表4-37,表4,40 表4-34宽、中、窄翼缘H型钢的尺寸规格 H—高度 B—宽度 t1—腹板厚度 t2—翼缘厚度 r—圆角半径 截面特性参数 截面尺寸,nma 截面 理论 型号(高度×类别 面积 质量 惯性矩,cm4 惯性半径,cm 截面模数,cm? 宽度) H×B t1 t2 r ,cm? ,(kg,m) Ix Iy iX iY Wx Wy 100×100 100×100 6 8 10 21.90 17.2 383 134 4.18 2.47 76.5 26.7 125×125 125×125 6.5 9 10 30.31 23.8 847 294 5.29 3.11 136 47.0 150×150 150×150 7 10 13 40.55 31.9 1660 564 6.39 3.73 221 75.1 175×175 175×175 7.5 11 13 51.43 40.3 2900 984 7.50 4.37 331 112 HW 200×200 8 12 16 64.28 50.5 4770 1600 8.61 4.99 477 160 200×200 #200×204 12 12 16 72.28 56.7 5030 1700 8.35 4.85 503 167 250×250 9 14 16 92.18 72.4 10800 3650 1O(8 6.29 867 292 250×250 250×255 14 14 16 104.7 82.2 11500 3880 1O(5 6.09 919 304 300×300 #294×302 12 12 20 108.3 85(O 17000 5520 12.5 7.14 1160 365 a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel 300×300 1O 15 20 120.4 94.5 20500 6760 13.1 7.49 1370 450 300×300 300×305 15 15 20 135.4 106 21600 7100 12.6 7.24 1440 466 #344×348 10 16 20 146.0 115 33300 11200 15.1 8.78 1940 646 350×350 350×350 12 19 20 173.9 137 40300 13600 15.2 8.84 2300 776 #388×402 15 15 24 179.2 141 49200 16300 16.6 9.52 2540 809 #394×398 11 18 24 187.6 147 56400 18900 17.3 10(O 2860 951 HW 400×400 13 21 24 219.5 172 66900 22400 17.5 10.1 3340 1120 #400×408 21 21 24 251.5 197 71100 23800 16.8 9.73 3560 1170 400x400 #414×405 18 28 24 296.2 233 93000 31000 17.7 10.2 4490 1530 #428×407 20 35 24 361.4 284 119000 39400 18.2 10.4 5580 1930 *458×417 30 50 24 529.3 415 187000 60500 18.8 10.7 8180 2900 *498×432 45 70 24 770.8 605 298000 94400 19.7 11.1 12000 4370 150×100 148×100 6 9 13 27.25 21.4 1040 151 6.17 2.35 140 30.2 HM 200×150 194×150 6 9 16 39.76 31.2 2740 508 8.30 3.57 283 67.7 250×175 244×175 7 11 16 56.24 44.1 6120 985 1O(4 4.18 502 113 300× 200 294×200 8 12 20 73.03 57.3 11400 1600 12.5 4.69 779 160 350×250 340×250 9 14 20 101.5 79.7 21700 3650 14.6 6(oo 1280 292 400×300 390×300 1O 16 25 136.7 107 38900 721O 16.9 7.26 2000 481 450×300 440×300 11 18 24 157.4 124 56100 8110 18.9 7.18 2550 541 HM 482×300 11 15 28 146.4 115 60800 6770 20(4 6.80 2520 451 500×300 488x300 n 18 28 164.4 129 71400 8120 20.8 7.03 2930 541 582×300 12 17 28 174.5 137 103000 7670 24.3 6.63 3530 511 600×300 588×300 12 20 28 192.5 151 118000 9020 24.8 6.85 4020 601 #594×302 14 23 28 222.4 175 137000 10600 24.9 6.90 4620 701 100× 50 100×50 5 7 1O 12.16 9.54 192 14.9 3.98 1.11 38.5 5.96 125×60 125 x60 6 8 1O 17.01 13.3 417 29.3 4.95 1.31 66.8 9.75 150×75 150x 75 5 7 10 18.16 14.3 679 49.6 6.12 I(65 90.6 13.2 HN 175×90 175×90 5 8 10 23.21 18.2 1220 97.6 7.26 2.05 140 21.7 198×99 4.5 7 13 23.59 18.5 1610 114 8.27 2.20 163 23.0 200×100 200×100 5.5 8 13 27.57 21.7 1880 134 8.25 2.21 188 26.8 248×124 5 8 13 32.89 25.8 3560 255 10.4 2.78 287 41.1 250×125 250×125 6 9 13 37.87 29.7 4080 294 10.4 2.79 326 47.0 298×149 5.5 8 16 41.55 32.6 6460 443 12.4 3.26 433 59.4 HN 300×150 300×150 6.5 9 16 47.53 37.3 7350 508 12.4 3.27 490 67.7 346×174 6 9 16 53.19 41.8 11200 792 14.5 3.86 649 91.0 350×175 350×175 7 11 16 63.66 50.0 13700 985 14.7 3.93 782 113 截面特性参数 截面尺寸,nma 截面 理论 型号(高度×类别 面积 质量 惯性矩,cm4 惯性半径,cm 截面模数,cm? 宽度) H×B t1 t2 r ,cm? ,(kg,m) Ix Iy iX iY Wx Wy a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel #400×150 #400×150 8 13 16 71.12 55.8 18800 734 16.3 3.21 942 97.9 396×199 7 11 16 72.16 56.7 20000 1450 16.7 4.48 1O1O 145 400×200 400×200 8 13 16 84.12 66.0 23700 1740 16.8 4.54 1190 174 #450×150 #450×150 9 14 20 83.41 65.5 27100 793 18(O 3.08 1200 106 HN 446×199 8 12 20 84.95 66.7 29000 1580 18.5 4.31 1300 159 450×200 450×200 9 14 20 97.41 76.5 33700 1870 18.6 4.38 1500 187 #500×150 #500×150 10 16 20 98.23 77.1 38500 907 19.8 3.04 1540 121 496×199 9 14 20 101.3 79.5 41900 1840 20.3 4.27 1690 185 500×200 500×200 10 16 20 114.2 89.6 47800 2140 20.5 4.33 1910 214 500×200 #506×201 11 19 20 131.3 103 56500 2580 20.8 4.43 2230 257 596×199 10 15 24 121.2 95.1 69300 1980 23.9 4.04 2330 199 600×200 600×200 1 17 24 135.2 106 78200 2280 24.1 4.11 2610 228 #606×201 12 20 24 153.3 120 910()0 2720 24.4 4.21 3000 271 #692×300 13 20 28 211.5 166 172000 9020 28.6 6.53 4980 602 700×300 HN 700×300 13 24 28 235.5 185 201000 10800 29.3 6.78 5760 722 *792×300 14 22 28 243.4 191 254000 9930 32.3 6.39 6400 662 *800×300 *800×300 14 26 28 267.4 210 292000 11700 33(O 6.62 7290 782 *890×299 15 23 28 270.9 213 345000 10300 35.7 6.16 7760 688 *900×300 *900×300 16 28 28 309.8 243 411000 12600 36.4 6.39 9140 843 *912×302 18 34 28 364.0 286 498000 15700 37.0 6.56 10900 1040 注:1(“#”表示的规格为非常用规格。 2(“*”表示的规格,目前国内尚未生产。 3(型号属同一范围的产品,其内侧尺寸高度是一致的。 2 4(截面面积计算公式为“t1(H,2t2)+2Bt+O(858 r。” 2 表4-35 H型钢桩的尺寸规格 H—高度 B—宽度 t1—腹板厚度 t2—翼缘厚度 r—圆角半径 截面特性参数 截面尺寸,mm 类截面面积,理论质量,惯性半径,截面模数,型号(高度×宽表面面积 惯性矩,cm4 别 度) cm2 (kg/m) cm cm3 H×B t1 t2 r ,(m?, m) Ix IY iX iY Wx Wy HP 200×200 200×204 12 12 16 72.28 56.7 5030 1700 8.35 4.85 503 167 1.16 a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel 244×252 1 11 16 82.05 64.4 8790 2940 10.4 5.98 720 233 1.45 250×250 250×255 14 14 16 104.7 82.2 11500 3880 10.5 6.09 919 304 1.46 294×302 12 12 20 108.3 85.0 17000 5520 12.5 7.13 1150 365 1.74 300×300 300×300 1O 15 20 120.4 94.5 20500 6760 13.1 7.49 1370 450 1.75 300×305 15 15 20 135.4 106 21600 7110 12.6 7.24 1440 466 1.76 338×351 13 13 20 135.3 106 28200 9380 14.4 8.33 1670 535 2.02 350×350 344×354 16 16 20 166.6 131 35300 11800 14.6 8.43 2050 669 2.04 350×350 12 19 20 173.9 137 40300 13600 15.2 8.84 2300 776 2.04 350×350 350×357 19 19 20 198.4 156 42800 14400 14.7 8.53 2450 809 2.06 388×402 15 15 24 179.2 141 4(1200 16300 16.6 9.52 2540 809 2.31 394×405 18 18 24 215.2 169 59900 20000 16.7 9.63 3040 986 2.33 400×400 13 21 24 219.5 172 66900 22400 17.5 1O(1 3340 1120 2.33 400×400 HP 400×408 21 21 24 251.5 197 71100 23800 16.8 9.73 3560 1170 2.35 414×405 18 28 24 296.2 233 93000 31000 17.7 10.2 4490 1530 2.37 428×407 20 35 24 361.4 284 119000 39400 18.2 10.4 5580 1930 2(40 12×465 15 20 28 260.5 204 118000 33500 21.3 11.4 4810 1440 2.77 *500×500 *502×465 15 25 28 307.0 241 147000 41900 21.9 11.7 5860 1800 2.79 *502×470 20 25 28 332.1 261 1520()o 43300 21.4 11.4 6070 1840 2.80 注:1(“*”表示的规格,目前国内尚未生产。 2(型号属同 一范围的产品,其内侧尺寸高度是一致的。 3(截面面积计算公式为“t1(H-2t2)+2Bt2+0(858 r?”。 表4-36剖分T型钢的尺寸规格 h—高度 B—宽度 t1—腹板厚度 t2—翼缘厚度 Cx—重心 r—圆角半径 截面特性参数 截面尺寸,mm 对应 重截面面类理论质量,惯性矩 惯性半径 截面模数 心 H型钢 积 型号(高度×宽度) 系列 别 ,(kg,m) ,cm4 ,cm ,cm3 h B t1 t2 r ,cm2 cm 型号 Ix IY iX iY Wx Wy Cx 50×100 50 100 6 8 10 10.95 8.56 16.1 6.9 1.21 2 47 4.03 13.4 1.00 100×100 TW 62.5×125 62.5 125 6.5 9 1O 15.16 11.9 35(O 147 1.52 3.11 6 91 23.5 1.19 125×125 75×150 75 150 7 1O 13 20.28 15.9 66.4 282 1.81 3.73 10.8 37.6 1.37 150×150 a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel 87.5×175 87.5 175 7.5 11 13 25.71 20.2 115 492 2.11 4.37 15.9 56.2 1.55 175×175 100 200 8 12 16 32.14 25.2 185 801 2.40 4.99 22.3 80.1 1.73 100×200 200×200 #100 204 12 12 16 36.14 28.3 256 851 2.66 4.85 32.4 83.5 2.09 125 250 9 14 16 46.09 36.2 412 1820 2.99 6.29 39.5 146 2.08 125 ×250 250×250 #125 255 14 14 16 52.34 41.1 589 1940 3.36 6.09 59.4 152 2.58 #147 302 12 12 20 54.16 42.5 858 2760 3.98 7.14 72.3 183 2.83 150×300 300×300 150 300 10 15 20 60.22 47.3 798 3380 3.64 7.49 63.7 225 2.47 截面特性参数 截面尺寸,mm 对应H截面面理论质型钢 类惯性矩 惯性半径 截面模数 重心 型号(高度×积 量,(kg系列 别 宽度) ,cm4 ,cm ,cm3 ,cm h B t1 t2 r ,cm2 ,m) 型号 Ix IY iX iY Wx Wy Cx 150×300 150 305 15 15 20 67.72 53.1 1110 3550 4.05 7.24 92.5 233 3.02 300×300 #172 348 10 16 20 73.00 57.3 1230 5620 4.11 8.78 84.7 323 2.67 175×350 350×350 175 350 12 19 20 86.94 68.2 1520 6790 4.18 8.84 104 388 2.86 #194 402 15 15 24 89.62 70.3 2480 8130 5.26 9.52 158 405 3.69 TW #197 398 11 18 24 93.80 73.6 2050 9460 4.67 10(O 123 476 3.01 200 400 13 21 24 109.7 86.1 2480 11200 4.75 10.1 147 560 3.21 200×400 400×400 #200 408 21 21 24 125.7 98.7 3650 11900 5.39 9.73 229 584 4.07 #207 406 18 28 24 148.1 116 3620 15500 4.95 10.2 213 766 3.68 #214 407 20 35 24 180.7 142 4380 19700 4.92 10.4 250 967 3.90 74×100 74 100 6 9 13 13.63 10.7 51.7 75.4 1.95 2.35 8.80 15.1 1.55 150×100 97×150 97 150 6 9 16 19.88 15.6 125 254 2.50 3.57 15.8 33.9 1.78 200×150 122×175 122 175 7 11 16 28.12 22.1 289 492 3.20 4.18 29.1 56.3 2.27 250×175 TM 147×200 147 200 8 12 20 36.52 28.7 572 802 3.96 4.69 48.2 80.2 2.2 300×200 170×250 170 250 9 14 20 50.76 39.9 1020 1830 4.48 6.00 73.1 146 3.09 350×250 200×300 195 300 10 16 24 68.37 53.7 1730 3600 5.03 7.26 108 240 3.40 400×300 220×300 220 300 11 18 24 78.69 61.8 2680 4060 5.84 7.18 150 270 4.05 450×300 241 300 11 15 28 73.23 57.5 3420 3380 6.83 6.80 178 226 4.90 250×300 500×300 244 300 11 18 28 82.23 64.5 3620 4060 6.64 7.03 184 271 4.65 TM 291 300 12 17 28 87.25 68.5 6360 3830 8.54 6.63 280 256 6.39 300×300 294 300 12 20 28 96.25 75.5 6710 4510 8.35 6.85 288 301 6.08 600×300 #297 302 14 23 28 111.2 87.3 7920 5290 8.44 6.90 339 351 6.33 50×50 50 50 5 7 10 6(?9 4.79 119 7.45 1.40 1.11 3.18 2.98 1.27 100×50 62.5×60 62.5 60 6 8 10 8.499 6.67 27.5 14.6 1.80 1.31 5.96 4(88 1.63 125×60 75×75 75 75 5 7 10 9.079 7.14 42.7 24.8 2.17 1.65 7.46 6.61 1.78 150×75 TN 87.5×90 87.5 90 5 8 10 11.60 9.11 70.7 48.8 2.47 2(05 10.4 10.8 1.92 175×90 99 99 4.5 7 13 11.80 9.26 94.0 56.9 2.82 2.20 12.1 11.5 2.13 100×100 200×100 100 100 5.5 8 13 13.79 10.8 115 67.1 2.88 2.21 14.8 13.4 2.27 125×125 124 124 5 8 13 16.45 12.9 208 128 3.56 2.78 21.3 20.6 2.62 250×125 a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel 125 125 6 9 13 18.94 14.8 249 147 3.62 2.79 25.6 23.5 2.78 150×150 149 149 5.5 8 16 20.77 16.3 395 221 4.36 3.26 33.8 29.7 3.22 300×150 150x150 150 150 6.5 9 16 23.76 18.7 465 254 4.42 3.27 40(O 33.9 3.38 300×150 173 174 6 9 16 26.60 20.9 681 396 5(06 3.86 50.0 45.5 3.68 175×175 350×175 175 175 7 11 16 31.83 25(O 816 492 5.06 3.93 59.3 56.3 3.74 198 199 7 11 16 36.08 28.3 1190 724 5.76 4.48 76.4 72.7 4.17 200×200 400×200 200 200 8 13 16 42.06 33.0 1400 868 5.76 4.54 88.6 86.8 4.23 223 199 8 12 20 42.54 33.4 1880 790 6.65 4.31 109 79.4 5.07 225×200 450×200 TN 225 200 9 14 20 48(71 38.2 2160 936 6.66 4.38 124 93.6 5.13 248 199 9 14 20 50.64 39.7 2840 922 7.49 4.27 150 92.7 5.90 250×200 250 200 1O 16 20 57.12 44.8 3210 1070 7.50 4.33 169 107 5.96 500×200 #253 201 11 19 20 65.65 51.5 3670 1290 7.48 4.43 190 128 5.95 298 199 10 15 24 60.62 47.6 5200 991 9.27 4.04 236 100 7.76 300×200 300 200 11 17 24 67.60 53.1 5820 1140 9.28 4(11 262 114 7.81 600×200 #303 201 12 20 24 76.63 60.1 6580 1360 9.26 4.21 292 135 7.76 注:“#”表示的规格为非常用规格。 表4,37宽、中、窄翼缘H型钢的允许偏差 (mm) 允许偏差 项 目 (型号)高度<400 ?2.0 高度H ?400,<600 士3(O ?600 士4.0 (型号)宽度<100 ?2.0 宽度B ?100,<200 ?2.5 ?200 ?3.0 <16 ?O(7 ?16,<25 ?0.1 t 1?25,<40 ?1.5 ?40 ?2.0 厚度 <16 ?1.0 ?16,<25 ?1.5 t 2?25,<40 ?1.7 ?40 ?2.0 40 ?7 0 长度 长度每增加1m或不足1m时,在上述>7m 正偏差基础上加5mm 翼缘斜度T?1.0%B。但允许偏差的最小值为(型号)高度?300 T 1.5mm a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel T?1.2%B。但允许偏差的最小值为(型号)高度,300 1.5mm (型号)高度?300 ?长度的0.15, 弯曲度 适用于上下、左右大弯曲 (型号)高度>300 ?长度的0.10, 项目 允许偏差 图示 (型号)高度?300 ?2.5 且(型号)宽度?200 中心偏差 S (型号)高度,300 ?3.5 或型号)宽度,200 (型号)高度,400 ?2.0 ?400,,600 ?2.5 腹板弯曲 度W ?600 ?3.0 e?1.6,(H或B)但允许偏差的最小端面斜度e 值为3(Omm 表4_38 H型钢桩的允许偏差 (mm) 允许偏差 项 目 图 示 高度 (型号)高度<400 士3(O H (型号)高度?400 ?4.0 宽度 ?3(O 全部 B +不规定 ?13 厚度 一0.8mm t1,t2 +不规定 >13 一6,×(tl或t2) +不规定 长度 O a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel (型号)高度?300 T?1.2,B 翼缘 斜度 (型号)高度>300 T?1.5,B T 允许偏差 项 目 图 示 (型号)高度?300 ?长度的0.20, 弯曲度 适用于上下、左右大弯曲 (型号)高度>300 ?长度的0.10, (型号)高度?300 ?3.0 中心 偏差S (型号)高度>300 ?4.5 e?1.6, 端面斜度e ×(H或B) 表4-39剖分T型钢的允许偏差 (mm) 允许偏差 项 目 图 示 +4(O (型号)高度<200 -6(O +5(O 高度h ?200,<300 -7.0 +6.0 ?300 —8(O e?B200 连接部位 翼缘翘且e?1.5 曲e 一般部位B?150 e?2(O B>150 e?B,150 注:其他部位的允许偏差,按对应规格的H型钢部位的允许偏差。 表4_40 H型钢、H型钢桩和剖分T型钢的质量允许偏差 质量允许偏差 类 别 单根H型钢的质量偏差不超过?6,一批交货质量偏差不超宽、中、窄翼缘H型钢 过?4, 不规定 H型钢桩 单根剖分T型钢的质量偏差不超过?7,一批交货质量偏差剖分T型钢 不超过?5, (4)用途常用于要求承载能力大、截面稳定性好的大型建筑(厂房、高层建筑等)以及桥梁、船舶、起动运输机械、机械基础、支架、基础桩等。 a fine of 100 Yuan. 7.5.3 accident penalties (1) injuries fatalities directly punished 1~2 million. Direct responsibility for the accident and have the corresponding responsibility of leadership, such as concerning administrative sanctions, should be brought to the company or the relevant Department. (2) personal injury accident occurred, the direct punishment 0.5-10,000 yuan, responsible for the direct responsibility for the accident and the responsibility of leadership, such as concerning administrative sanctions should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 500-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences, the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, serial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel
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