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1、H 型钢、H 型钢桩的规格标记采用:高度H宽度B腹板厚度 t1翼缘厚度 t2表示。H 340250914剖分 T 型钢的规格标记采用:高度h 宽度B 腹板厚度 t1翼缘厚度 t2 表示。T 248199914GB/T 11263-1998表 1 宽、中、窄翼缘 H 型钢截面尺寸、截面面积、理论重量和截面特性截面尺寸，mm型号类别高度宽度HB截面理论截面特性参数面积重量 惯性矩，cm4惯性半径，cm截面模数，cm3t1t2rcm2kg/mIxIYixiYWxWY100100100100681021.9017.2383134 4.182.4776.526.7125125125125 6.59103
2、0.3123.88472945.293.1113647.01501501501507101340.5531.916605646.393.7322175.1175175175175 7.5111351.4340.329009847.54.37331112HW2002002002008121664.2850.5477016008.614.99477160#200204 12121672.2856.7503017008.354.85503167250250914250250#250255 14141692.1872.410800365010.86.2986729216104.782.21150038
3、8010.56.09919304300300#294302 121220108.38517000552012.57.141160365300300101520120.494.520500676013.17.491370450300305151520135.410621600710012.67.241440466#344348 1016350350350350121920146115333001120015.18.78194064620173.9137403001360015.28.842300776#388402 151524179.2141492001630016.69.522540809#
4、394398 111824187.6147564001890017.310.02860951400400132124219.5172669002240017.510.133401120#400408 2121400400#414405 182824251.5197711002380016.89.733560117024296.2233930003100017.710.244901530#428407 203524361.4284119000 3940018.210.455801930*458417 305024529.3415187000 6050018.810.781802900*49843
5、2 457024770.8605298000 9440019.711.1120004370150100148100691327.2521.410401516.172.3514030.2200150194150691639.7631.227405088.33.5728367.7HM2501752441757111656.2444.1612098510.44.185021133002002942008122073.0357.311400160012.54.6977916035025034025091420101.579.721700365014.66128029240030039030010162
6、4136.710738900721016.97.262000481450300440300111824157.412456100811018.97.1825505414823001115500300488300111828146.411560800677020.46.8252045128164.412971400812020.87.032930541582300121728174.5137103000767024.36.633530511600300588300122028192.5151118000902024.86.854020601#594302 142328222.4175137000
7、 1060024.96.904620701GB/T 11263-1998表 1 (完)截面尺寸，mm型号类别高度宽度HB截面理论截面特性参数面积重量 惯性矩，cm4惯性半径，cm截面模数，cm3t1t2rcm2kg/mIxIYixiYWxWY1005010050571012.169.5419214.9 3.981.1138.55.9612660HN1507512560681017.0113.341729.34.951.3166.89.7515075571018.1614.367949.66.121.6590.613.21759017590581023.2118.2122097.67.262.0
8、514021.7198994.57200100200100 5.581323.5918.516101148.272.2016323.01327.5721.718801348.252.2118826.82481245250125250125681332.8925.8356025510.42.7828741.191337.8729.7408029410.42.7932647.0298149 5.58300150300150 6.591641.5532.6646044312.43.2643359.41647.5337.3735050812.43.2749067.7346174691653.1941.
9、81120079214.53.8664991.03501753501757111663.6650.01370098514.73.93782113#400150#4001508131671.1255.81880073416.33.2194297.939619974002004002008111672.1656.720000145016.74.481010145131684.1266.023700174016.84.541190174#450150#4501509142083.4165.52710079318.03.08120010644619984502004502009122084.9566.
10、729000158018.54.311300159142097.4176.533700187018.64.381500187#500150#500150 10162098.2377.13850090719.83.04154012149619991420101.379.541900184020.34.271690185500200500200101620114.289.647800214020.54.331910214#506201 111920131.310356500258020.84.432230257596199101524121.295.169300198023.94.04233019
11、9600200600200111724135.210678200228024.14.112610228#606201 122024153.312091000272024.44.213000271#692300 1320700300700300132428211.5166172000902028.66.53498060228235.51852010001080029.36.785760722*729300 1422*800300*800300 142628243.4191254000993032.36.39640066228267.42102920001170033.06.627290782*8
12、90299 152328270.92133450001030035.76.167760688*900300*900300 162828309.82434110001260036.46.399140843*912302 1834283642864980001570037.06.56109001040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 型号数同一范围的产品，其内侧尺寸高度是一致的。4 截面面积计算公式为“t1H-2t2+2Bt2+0.858r”。2GB/T 11263-1998表 2 H 型钢桩截面尺寸、截面面积、理论重量和截面特性截面尺寸，mm截面型号
13、类别高度*宽度HB面积重量kg/m理论截面特性参数惯性半径，惯性矩，cmcmcm24外表截面模数，cm面积WxWYm /m23t1t2rIxIYixiY20020020020412121672.2856.7503017008.354.855031671.162442521125025025025514111682.0564.48790294010.45.987202331.451416104.782.211500388010.56.099193041.46294302121220108.385.017000552012.57.1311503651.74300300HP3003001015201
14、20.494.520500676013.17.4913704501.75300305153383511334435416350350350350121520135.410621600711012.67.2414404661.761320135.310628200938014.48.3316705352.021620166.6131353001180014.68.4320506692.041920173.9137403001360015.28.8423007762.04350357191920198.4156428001440014.78.5324508092.06388402154004003
15、94405181524179.2141492001630016.69.5225408092.311824215.2169599002000016.79.6330409862.33400400132124219.5172669002240017.510.1334011202.33400408212124251.5197711002380016.89.73356011702.35414405182824296.2233930003100017.710.2449015302.37428407203524361.42841190003940018.210.4558019302.40*154924652
16、028260.52041180003350021.311.4481014402.77* 500500502465152528307.02411470004190021.911.7586018002.79*205024702528332.12611520004330021.411.4607018402.80注1 “*”表示的规格，目前国内尚未生产。2 型号数同一范围的产品，其内侧尺寸高度是一致的。3 截面面积计算公式为“t1H-2t2+2Bt2+0.858r”。2GB/T 11263-1998GB/T 11263-1998表 3 剖分 T 型钢截面尺寸、截面面积、理论重量和截面特性截面尺寸，mm
17、型号类别高度宽截面特性参数截面 理论惯性矩面积 重量cmcmkg/mIxIYixiYWxWYCx24对应H 型钢重心 cmcmcm3惯性半径截面模数系列h度Bt1t2r型号50100501006810 10.95 8.56 16.166.91. .212.47 4.03 13.41.0010010062.512562.51256.5910 15.16 11.9 35.01471.523.11 6.91 23.51.19125125751507515071013 20.28 15.9 66.42821.813.73 10.8 37.61.3715015087.517587.51757.5 111
18、3 25. .71 20.21154922.114.37 15.9 56.21.551751758012.404.99 22.3 80.11.73100100200TW20081216 32. .14 25.2185200200#100204121216 36. .14 28.32568512.664.85 32.4 83.52.0912512525025091416 46.09 36.24121 820 2.996.29 39.51462.08250250#125255141416 52.34 41.15891 9403.366.09 59.41522.58#147302121220 54.
19、 .16 42.58582 7603.987.14 72.31832.83150300150300101520 60.22 47.37983 3803.647.49 63.72252.473003003.02150305151520 67.72 53.1 1 110 3 5504.057.24 92.5233#172348101620 73.00 57.3 1 230 5 6204.118.78 84.7323175350175350121920 86.94 68.2 1 520 6 7904.188.841043882.673503502.86#194402151524 89.62 70.3
20、 2 480 8 1305.269.521584053.69#197398111824 93.80 73.6 2 050 9 4604.6710.01234763.01200400200400132124 109.7 86.1 2 480 11 200 4.7510.11475603.21400400#200408212124 125.7 98.7 3 650 11 900 5.399.732295844.07#207405182824 148.1 116 3 620 15 500 4.9510.22137663.68#214407203524 180.7 142 4 380 19 700 4
21、.9210.42509673.9074100741006913 13.63 10.7 51.775.41.952.35 8.80 15.11.551501001506916 19.88 15.61252542.503.57 15.8 33.91.78200150971509712217512217571116 28.12 22.12894923.204.18 29.1 56.32.2725017514720014720081220 36.52 28.75728023.964.69 48.2 80.22.82300200TM17025017025091420 50.76 39.9 1 020 1
22、 8304.486.00 73.11463.09350250200300195300101624 68.37 53.7 1 730 3 6005.037.261082403.404003004.054503004.90220300220300111824 78.69 61.8 2 680 4 0605.847.18150270241250300244300111528 73.23 57.5 3 420 3 3806.836.80178226500300300111828 82.23 64.5 3 620 4 0606.647.031842714.65291300121728 87.25 68.
23、5 6 360 3 8308.546.632802566.39300300294300122028 96.25 75.5 6 710 4 5108.356.852883016.086003006.33#297302142328111.2 87.3 7 920 5 2908.446.90339351GB/T 11263-1998表 3(完)截面尺寸，mm型号类别高度截面特性参数截面 理论惯性矩面积 重量cmcmkg/mIxIYixiYWxWYCx24对应H 型钢重心 cm惯性半径截面模数cmcm3系列h宽度Bt1t2r型号5050505057106.079 4.79 11.97.451.40 1
24、.11 3.18 2.981.271005062.56062.56068108.499 6.67 27.514.61.80 1.31 4.96 4.881.63125601507517590TW7575757557109.079 7.11 42.724.82.17 1.65 7.46 6.611.7887.59087.590581011.60 9.11 70.748.82.47 2.05 10.4 10.81.9210010099994.571311.80 9.26 94.056.92.82 2.20 12.1 11.52.132001001001005.581313.79 10.811567
25、.12.88 2.21 14.8 13.42.27124124125125125125581316.45 12.92081283.56 2.78 21.3 20.62.62250125691318.94 14.82491473.62 2.79 25.6 23.52.781491495.581620.77 16.33951501501501506.591623.76 18.74652214.36 3.23 33.8 29.73.223001502544.42 3.27 40.0 33.93.38173174175175691626.60 20.96813965.06 3.86 50.0 45.5
26、3.683501751751757111631.83 25.08164925.06 3.93 59.3 56.33.741981992002002002007111636.08 28.3 1 1907245.76 4.48 76.4 72.74.174002008131642.06 33.0 1 4008685.76 4.54 88.6 86.84.232231992252002252008122042.54 33.4 1 8807906.65 4.31 109 79.45.074502009142048.71 38.2 2 1609366.66 4.38 12493.65.132481999
27、142050.64 39.7 2 8409227.49 4.27 15092.75.9025020025020010162057.12 44.8 3 210 1 070 7.50 4.33 1691075.96500200#25320111192065.65 51.5 3 670 1 290 7.48 4.43 1901285.9529819910152460.62 47.6 5 2009919.27 4.04 236.1007.76600200TM30020030020011172467.60 53.1 5 820 1 140 9.28 4.11 2621147.81#30320112202
28、476.63 60.1 6 580 1 360 9.26 4.21 2921357.76(1)(1)分类和代号。分类和代号。表表 1 1 热轧热轧 H H 型钢和剖分型钢和剖分 T T 型钢的分类和代号型钢的分类和代号类 别分类名称(1)宽翼缘 H 型钢1H 型钢(2)中翼缘 H 型钢(3)窄翼缘 H 型钢2H 型钢桩(1)宽翼缘剖分 T 型钢3剖分 T 型钢(2)中翼缘剖分 T 型钢(3)窄翼缘剖分 T 型钢代 号HWHMHNHPTWTMTN(2)(2)尺寸规格见表尺寸规格见表 2 2表表 4 4。(3)(3)允许偏差见表允许偏差见表 5 5表表 8 8表表 2 2 宽、中、窄翼缘宽、中、窄
29、翼缘 H H 型钢的尺寸规格型钢的尺寸规格H H高度高度B B宽度宽度t1t1腹板厚度腹板厚度t2t2翼缘厚度翼缘厚度r r圆角半径圆角半径截面尺寸nma类 型号(高度别宽度)HBt1 t2r截面理论面积质量(kgcmm)100100 10010068 10 21.90 17.2125125 125125 6.5 9 10 30.31 23.8截面特性参数惯性矩cm4Ix383847Iy惯性半径截面模数cmiXiYcmWxWy1344.182.4776.5 26.72945.293.1113647.05646.393.7322175.19847.504.37331112150150 15015
30、07 10 13 40.55 31.91660175175 175175 7.5 11 13 51.43 40.32900HW2002002002008 12 16 64.28 50.5477016008.614.99477160#200204 12 12 16 72.28 56.7503017008.354.855031672502509 14 16 92.18 72.410800 3650 1O8 6.29867292250255 14 14 16 104.7 82.211500 3880 1O5 6.09919304250250300300 #294302 12 12 20 108.3
31、85O 17000 552012.57.141160 365300300HW350350300300 1O 15 20 120.4 94.520500 676013.17.491370 450300305 15 15 20 135.410621600 710012.67.241440 466#344348 10 16 20 146.011533300 11200 15.18.781940 646350350 12 19 20 173.913740300 13600 15.28.842300 776#388402 15 15 24 179.214149200 16300 16.69.522540
32、 809#394398 11 18 24 187.614756400 18900 17.3 10O 2860 951400400 13 21 24 219.517266900 22400 17.510.13340 1120400x400#400408 21 21 24 251.519771100 23800 16.89.733560 1170#414405 18 28 24 296.223393000 31000 17.710.24490 1530#428407 20 35 24 361.4284 119000 39400 18.210.45580 1930*458417 30 50 24 5
33、29.3415 187000 60500 18.810.78180 2900*498432 45 70 24 770.8605 298000 94400 19.711.1 12000 4370150100 14810069 13 27.25 21.41040HM 200150 19415069 16 39.76 31.22740250175 2441757 11 16 56.24 44.161201516.172.3514030.25088.303.5728367.7985 1O4 4.18502113300 200 2942008 12 20 73.03 57.311400 160012.5
34、4.69779160350250 3402509 14 20 101.5 79.721700 365014.6 6oo 1280 292400300 390300 1O 16 25 136.7 10738900 721O16.97.262000 481450300 440300 11 18 24 157.412456100 811018.97.182550 541HM500300482300 11 15 28 146.411560800 6770 204 6.802520 451488x300n 18 28 164.4 12971400 812020.87.032930 541582300 1
35、2 17 28 174.5137 103000 767024.36.633530 511600300 588300 12 20 28 192.5151 118000 902024.86.854020 601#594302 14 23 28 222.4175 137000 10600 24.96.904620 701100 501005057 1O 12.16 9.5412560125 x6068 1O 17.01 13.3HN15075150x 7557 10 18.16 14.31759020010019241767914.93.981.1138.5 5.9629.34.951.3166.8
36、 9.7549.66.12I6590.6 13.21759058 10 23.21 18.2122097.67.262.0514021.719899 4.5 7 13 23.59 18.51610200100 5.5 8 13 27.57 21.7188024812458 13 32.89 25.8356025012569 13 37.87 29.74080298149 5.5 8 16 41.55 32.66460300150 6.5 9 16 47.53 37.373501148.272.2016323.01348.252.2118826.825510.42.7828741.129410.
37、42.7932647.044312.43.2643359.450812.43.2749067.7250125HN 30015035017534617469 16 53.19 41.81120079214.53.8664991.03501757 11 16 63.66 50.01370098514.73.93782113截面尺寸nma截面理论面积质量HBt1 t2r(kgcmm)截面特性参数惯性矩cm4IxIy惯性半径截面模数cmiXiYcmWxWy类 型号(高度别宽度)#400150 #400150 8 13 16 71.12 55.81880073416.33.2194297.9HN 400
38、20039619971 16 72.16 56.720000 145016.74.48 1O1O 1454002008 13 16 84.12 66.023700 174016.84.541190 174#450150 #450150 9 14 20 83.41 65.527100793 18O 3.081200 1064502004461998 12 20 84.95 66.729000 158018.54.311300 1594502009 14 20 97.41 76.533700 187018.64.381500 187#500150 #500150 10 16 20 98.23 77
39、.13850090719.83.041540 1215002004961999 14 20 101.3 79.541900 184020.34.271690 185500200 10 16 20 114.2 89.647800 214020.54.331910 214500200 #506201 11 19 20 131.310356500 258020.84.432230 257596199 10 15 24 121.2 95.169300 198023.94.042330 199600200 6002001 17 24 135.2 10678200 228024.14.112610 228
40、#606201 12 20 24 153.3120910()0 272024.44.213000 271700300#692300 13 20 28 211.5166 172000 902028.66.534980 602700300 13 24 28 235.5185 201000 10800 29.36.785760 722*792300 14 22 28 243.4191 254000 993032.36.396400 662*800300 14 26 28 267.4210 292000 11700 33 O 6.627290 782*890299 15 23 28 270.9213
41、345000 10300 35.76.167760 688*900300 *900300 16 28 28 309.8243 411000 12600 36.46.399140 843*912302 18 34 28 364.0286 498000 15700 37.06.56 10900 1040HN*800300注：注：1 1“#”“#”表示的规格为非常用规格。表示的规格为非常用规格。2 2“*”“*”表示的规格，目前国内尚未生产。表示的规格，目前国内尚未生产。3 3型号属同一范围的产品，其内侧尺寸高度是一致的。型号属同一范围的产品，其内侧尺寸高度是一致的。4 4截面面积计算公式为截面面积
42、计算公式为“t1(H“t1(H2t2)+2Bt2t2)+2Bt2 2+O+O858 r858 r2 2。” ”表表 3 3 H H 型钢桩的尺寸规格型钢桩的尺寸规格H H高度高度B B宽度宽度t1t1腹板厚度腹板厚度t2t2翼缘厚度翼缘厚度r r圆角半径圆角半径截面尺寸mm类型号(高别 度宽度)HBt1 t2 r截面理论面积质量惯性矩cm4IxIYiXcm2 (kg/m)截面特性参数惯性半径 截面模数外外cmiYcm3WxWy表积(mm)200200 200204 12 12 16 72.28 56.750301700 8.35 4.85503 1671.16244252 1 11 16 82
43、.05 64.4,87902940 10.4 5.98720 2331.45HP250250250255 14 14 16 104.7 82.211500 3880 10.5 6.09919 3041.46300300294302 12 12 20 108.3 85.017000 5520 12.5 7.13 1150 3651.74300300 1O 15 20 120.4 94.520500 6760 13.1 7.49 1370 4501.75300305 15 15 20 135.4 10621600 7110 12.6 7.24 1440 4661.76350350338351 13
44、 13 20 135.3 10628200 9380 14.4 8.33 1670 5352.02344354 16 16 20 166.6 13135300 11800 14.6 8.43 2050 6692.04350350 12 19 20 173.9 13740300 13600 15.2 8.84 2300 7762.04350357 19 19 20 198.4 15642800 14400 14.7 8.53 2450 8092.06388402 15 15 24 179.2 1414(1200 16300 16.6 9.52 2540 8092.31394405 18 18 2
45、4 215.2 16959900 20000 16.7 9.63 3040 9862.33400400400400 13 21 24 219.5 17266900 22400 17.5 1O 1 3340 1120 2.33400408 21 21 24 251.5 19771100 23800 16.8 9.73 3560 1170 2.35414405 18 28 24 296.2 23393000 31000 17.7 10.2 4490 1530 2.37428407 20 35 24 361.4 284 119000 39400 18.2 10.4 5580 1930 2 40124
46、65 15 20 28 260.5 204 118000 33500 21.3 11.4 4810 1440 2.77*500500*502465 15 25 28 307.0 241 147000 41900 21.9 11.7 5860 1800 2.79*502470 20 25 28 332.1 261 1520()o 43300 21.4 11.4 6070 1840 2.80350350HP注：注：1 1“*”“*”表示的规格，目前国内尚未生产。表示的规格，目前国内尚未生产。2 2型号属同型号属同 一范围的产品，其内侧尺寸高度是一致的。一范围的产品，其内侧尺寸高度是一致的。3 3截
47、面面积计算公式为截面面积计算公式为“t1(H“t1(H-2t2)+2Bt2+0-2t2)+2Bt2+0858 r”858 r”。表表 4 4 剖分剖分 T T 型钢的尺寸规格型钢的尺寸规格h h高度高度B B宽度宽度t1t1腹板厚度腹板厚度t2t2翼缘厚度翼缘厚度 Cx Cx重心重心 r r圆角半径圆角半径截面尺寸mm理论类 型号高度别宽度)hBt1t2r截面 质量面积cm2 (kgm)Ix5010062.51257515087.5175TW10020050100 68101O13131616161620IYiX1.211.521.812.112.402.662.993.363.98iY10.
48、95 8.56 16.16.915.16 11.9 35O 14720.28 15.9 66.428225.71 20.211549232.14 25.218580136.14 28.325685146.09 36.2412 182052.34 41.1589 194054.16 42.5858 2760惯性矩cm4惯性半径cm截面特性参数重cm3cmWxWy Cx型号对应系列截面模数心H 型钢2 474.03 13.4 1.00 1001003.116 91 23.5 1.19 1251253.7310.8 37.6 1.37 1501504.3715.9 56.2 1.55 1751754
49、.9922.3 80.1 1.732002004.8532.4 83.5 2.096.2939.5 146 2.082502506.0959.4 152 2.587.1472.3 183 2.83 30030062.5 125 6.5975150 71O87.5 175 7.5 11100200 812#100 204 1212125250 914125 250150300#125 255 1414#147 302 1212150300 1015截面尺寸mm类 型号高别 度宽度)hBt1t2r20截面面积cm260.22 47.3798 3380理论质量(kg惯性矩cm4IY3.647.496
50、3.7 225 2.47对应 H重心cmCx型钢系列型号截面特性参数惯性半径cmiX4.054.114.185.264.674.755.394.954.921.952.503.203.964.485.035.846.836.648.548.358.441.401.802.172.472.822.883.563.624.364.425065.065.765.76iY截面模数cm3WxWym)Ix150300 150 305 15 152067.7253.1 1110 3550175350#172 348 10 162073.0057.3 1230 5620175 350 12 192086.94
51、68.2 1520 6790#194 402 15 152489.6270.3 2480 8130TW200400#197 398 11 182493.8073.6 2050 9460200 400 13 2124109.786.1 2480 11200#200 408 21 2124125.798.7 3650 11900#207 406 18 2824148.1116 3620 15500#214 407 20 3524180.7142 4380 19700741007410069971509715069TM1313.6310.7 51.7 75.41619.8815.61252547.2
52、492.52338.7884.73238.841049.5215810O 12310.11479.7322910.221310.42503884054765605847669673.023003002.672.863.693.013.214.073.683.901.551501001.782001502.272501752.23002004004003503502.358.8015.13.5715.833.94.1829.156.34.6948.280.26.0073.11467.261087.181506.801787.031846.632806.852886.903392402702262
53、71256301351122175 122 1757111628.1222.1289492147200 147 2008122036.5228.7572802170250 170 2509142050.7639.9 1020 1830200300 195 300 10 162468.3753.7 1730 3600220300 220 300 11 182478.6961.8 2680 4060241 300 11 152873.2357.5 3420 33803.093502503.404003004.054503004.90TM250300 244 300 11 182882.2364.5
54、 3620 4060291 300 12 172887.2568.5 6360 3830300300 294 300 12 202896.2575.5 6710 4510#297 302 14 2328111.287.3 7920 529050505050571069 4.791197.45108.4996.67 27.5 14.6109.0797.14 42.7 24.81011.609.11 70.7 48.81311.809.26 94.0 56.91313.7910.811567.11316.4512.92081281318.9414.82491471620.7716.33952211
55、623.7618.74652541626.6020.96813964.655003006.396.086003006.331.27100501256015075175902001001.113.182.9862.560 62.5606875757575571.315.96 4881.631.657.466.61205 10.410.82.2012.111.52.2114.813.42.7821.320.62.7925.623.53.2633.829.73.27 40O 33.93.8650.045.53.9359.356.34.4876.472.74.541.781.922.132.272.6
56、22.7887.590 87.59058TN10010099994.5 7100 100 5.5 8124 12458125 12569125125250125150150 149 149 5.5 8150x150 150 150 6.5 9175175173 174693.223001503.383001503.683.744.17350175TN175 1757111631.83 25O 816492198 1997111636.0828.3 1190 724200 200 13 16 42.0633.0140086820020088.686.8 4.234002008225200223
57、1998122042.5433.4 1880 790225 200914204871 38.2 2160 936248 1999142050.6439.7 2840 922250200 250 200 1O 162057.1244.8 3210 1070#253 201 11 192065.6551.5 3670 1290298 199 10 152460.6247.6 5200 991300200 300 200 11 172467.6053.1 5820 1140#303 201 12 202476.6360.1 6580 13606.656.667.497.507.489.279.289.264.3110979.44.3812493.64.2715092.74.331694.431904.042364112624.212921071281001141355.075.135.905.965002005.957.767.816002007.76450200注：注：“#”“#”表示的规格为非常用规格。表示的规格为非常用规格。
