H型鋼參數(shù)特性[土建建筑]

1、H型鋼、H型鋼樁的規(guī)格標記采用:高度H寬度B腹板厚度t1翼緣厚度t2表示。H 340250914剖分T型鋼的規(guī)格標記采用:高度h 寬度B 腹板厚度t1翼緣厚度t2表示。T 248199914GB/T 11263-1998 表1 寬、中、窄翼緣H型鋼截面尺寸、截面面積、理論重量和截面特性類別型號（高度寬度）截面尺寸，mm截面面積cm2理論重量kg/m截面特性參數(shù)HBt1t2r慣性矩，cm4慣性半徑，cm截面模數(shù)，cm3IxIYixiYWxWYHW100100100100681021.9017.2383 1344.182.4776.526.71251251251256.591030.3123.88

2、472945.293.1113647.0 1501501501507101340.5531.916605646.393.7322175.11751751751757.5111351.4340.329009847.54.373311122002002002008121664.2850.5477016008.614.99477160#20020412121672.2856.7503017008.354.855031672502502502509141692.1872.410800365010.86.29867292#250255141416104.782.211500388010.56.09919

3、304300300#294302121220108.38517000552012.57.141160365300300101520120.494.520500676013.17.491370450300305151520135.410621600710012.67.241440466350350#344348101620146115333001120015.18.781940646350350121920173.9137403001360015.28.842300776400400#388402151524179.2141492001630016.69.522540809#3943981118

4、24187.6147564001890017.310.02860951400400132124219.5172669002240017.510.133401120#400408212124251.5197711002380016.89.7335601170#414405182824296.2233930003100017.710.244901530#428407203524361.42841190003940018.210.455801930*458417305024529.34151870006050018.810.781802900*498432457024770.860529800094

5、40019.711.1120004370HM150100148100691327.2521.410401516.172.3514030.2200150194150691639.7631.227405088.33.5728367.72501752441757111656.2444.1612098510.44.185021133002002942008122073.0357.311400160012.54.6977916035025034025091420101.579.721700365014.661280292400300390300101624136.710738900721016.97.2

6、62000481450300440300111824157.412456100811018.97.182550541500300482300111528146.411560800677020.46.82520451488300111828164.412971400812020.87.032930541600300582300121728174.5137103000767024.36.633530511588300122028192.5151118000902024.86.854020601#594302142328222.41751370001060024.96.90 4620701GB/T

7、11263-1998 表1 (完)類別型號（高度寬度）截面尺寸，mm截面面積cm2理論重量kg/m截面特性參數(shù)HBt1t2r慣性矩，cm4慣性半徑，cm截面模數(shù)，cm3IxIYixiYWxWYHN1005010050571012.169.54192 14.93.981.1138.55.961266012560681017.0113.341729.34.951.3166.89.75 1507515075571018.1614.367949.66.121.6590.613.21759017590581023.2118.2122097.67.262.0514021.7200100198994.571

8、323.5918.516101148.272.2016323.02001005.581327.5721.718801348.252.2118826.8250125248124581332.8925.8356025510.42.7828741.1250125691337.8729.7408029410.42.7932647.03001502981495.581641.5532.6646044312.43.2643359.43001506.591647.5337.3735050812.43.2749067.7346174691653.1941.81120079214.53.8664991.0350

9、1753501757111663.6650.01370098514.73.93782113#400150#4001508131671.1255.81880073416.33.2194297.94002003961997111672.1656.720000145016.74.4810101454002008131684.1266.023700174016.84.541190174#450150#4501509142083.4165.52710079318.03.0812001064502004461998122084.9566.729000158018.54.311300159450200914

10、2097.4176.533700187018.64.381500187#500150#50015010162098.237783.04154012149619991420101.379.541900184020.34.271690185500200500200101620114.289.647800214020.54.331910214#506201111920131.310356500258020.84.432230257596199101524121.295.169300198023.94.042330199600200600200111724135.210678

11、200228024.14.112610228#606201122024153.312091000272024.44.213000271700300#692300132028211.5166172000902028.66.534980602700300132428235.51852010001080029.36.785760722*800300*729300142228243.4191254000993032.36.396400662*800300142628267.42102920001170033.06.627290782*900300*890299152328270.92133450001

12、030035.76.167760688*900300162828309.82434110001260036.46.399140843*9123021834283642864980001570037.06.56 109001040注1 “#”表示的規(guī)格為非常用規(guī)格。2 “*”表示的規(guī)格，目前國內尚未生產。3 型號數(shù)同一范圍的產品，其內側尺寸高度是一致的。4 截面面積計算公式為“t1（H-2t2）+2Bt2+0.858r2”。GB/T 11263-1998表2 H型鋼樁截面尺寸、截面面積、理論重量和截面特性類別型號（高度*寬度）截面尺寸，mm截面面積cm2理論重量kg/m截面特性參數(shù)HBt1t2r

13、慣性矩，cm4慣性半徑，cm截面模數(shù)，cm3表面面積m2/mIxIYixiYWxWYHP20020020020412121672.2856.75030 17008.354.855031671.1625025024425211111682.0564.48790294010.45.987202331.45250255141416104.782.211500388010.56.099193041.46300300294302121220108.385.017000552012.57.1311503651.74300300101520120.494.520500676013.17.4913704501

14、.75300305151520135.410621600711012.67.2414404661.76350350338351131320135.310628200938014.48.3316705352.02344354161620166.6131353001180014.68.4320506692.04350350121920173.9137403001360015.28.8423007762.04350357191920198.4156428001440014.78.5324508092.06400400388402151524179.2141492001630016.69.522540

15、8092.31394405181824215.2169599002000016.79.6330409862.33400400132124219.5172669002240017.510.1334011202.33400408212124251.5197711002380016.89.73356011702.35414405182824296.2233930003100017.710.2449015302.37428407203524361.42841190003940018.210.4558019302.40* 500500* 492465152028260.52041180003350021

16、.311.4481014402.77* 502465152528307.02411470004190021.911.7586018002.79* 502470202528332.12611520004330021.411.4607018402.80注1 “*”表示的規(guī)格，目前國內尚未生產。2 型號數(shù)同一范圍的產品，其內側尺寸高度是一致的。3 截面面積計算公式為“t1（H-2t2）+2Bt2+0.858r2”。GB/T 11263-1998表3 剖分T型鋼截面尺寸、截面面積、理論重量和截面特性類別型號（高度寬度）截面尺寸，mm截面面積cm2理論重量kg/m截面特性參數(shù)對應H型鋼系列hBt1t2r

17、慣性矩cm4慣性半徑cm截面模數(shù)cm3重心cmIxIYixiYWxWYCx型號TW5010050100681010.958.5616.166.91.212.474.0313.41.0010010062.512562.51256.591015.1611.935.01471.523.116.9123.51.1912512575150751507101320.2815.966.42821.813.7310.837.61.3715015087.517587.51757.5111325.7120.21154922.114.3715.956.21.551751751002001002008121632.1

18、425.21858012.404.9922.380.11.73200200#10020412121636.1428.32568512.664.8532.483.52.091252501252509141646.0936.24121 8202.996.2939.51462.08250250#12525514141652.3441.15891 9403.366.0959.41522.58150300#14730212122054.1642.58582 7603.987.1472.31832.8330030015030010152060.2247.37983 3803.647.4963.72252.

19、4715030515152067.7253.11 1103 5504.057.2492.52333.02175350#17234810162073.0057.31 2305 6204.118.7884.73232.6735035017535012192086.9468.21 5206 7904.188.841043882.86200400#19440215152489.6270.32 4808 1305.269.521584053.69400400#19739811182493.8073.62 0509 4604.6710.01234763.01200400132124109.786.12 4

20、8011 2004.7510.11475603.21#200408212124125.798.73 65011 9005.399.732295844.07#207405182824148.11163 62015 5004.9510.22137663.68#214407203524180.71424 38019 7004.9210.42509673.90TM7410074100691313.6310.751.775.41.952.358.8015.11.551501009715097150691619.8815.61252542.503.5715.833.91.78200150122175122

21、1757111628.1222.12894923.204.1829.156.32.272501751472001472008122036.5228.75728023.964.6948.280.22.823002001702501702509142050.7639.91 0201 8304.486.0073.11463.0935025020030019530010162468.3753.71 7303 6005.037.261082403.4040030022030022030011182478.6961.82 6804 0605.847.181502704.054503002503002413

22、0011152873.2357.53 4203 3806.836.801782264.9050030024430011182882.2364.53 6204 0606.647.031842714.6530030029130012172887.2568.56 3603 8308.546.632802566.3960030029430012202896.2575.56 7104 5108.356.852883016.08#297302142328111.287.37 9205 2908.446.903393516.33GB/T 11263-1998表3(完)類別型號（高度寬度）截面尺寸，mm截面面

23、積cm2理論重量kg/m截面特性參數(shù)對應H型鋼系列hBt1t2r慣性矩cm4慣性半徑cm截面模數(shù)cm3重心cmIxIYixiYWxWYCx型號TW5050505057106.0794.7911.97.451.401.113.182.981.271005062.56062.56068108.4996.6727.514.61.801.314.964.881.63125607575757557109.0797.1142.724.82.171.657.466.611.781507587.59087.590581011.609.1170.748.82.472.0510.410.81.9217590100

24、10099994.571311.809.2694.056.92.822.2012.111.52.132001001001005.581313.7910.811567.12.882.2114.813.42.27125125124124581316.4512.92081283.562.7821.320.62.62250125125125691318.9414.82491473.622.7925.623.52.781501501491495.581620.7716.33952214.363.2333.829.73.223001501501506.591623.7618.74652544.423.27

25、40.033.93.38175175173174691626.6020.96813965.063.8650.045.53.683501751751757111631.8325.08164925.063.9359.356.33.742002001981997111636.0828.31 1907245.764.4876.472.74.174002002002008131642.0633.01 4008685.764.5488.686.84.232252002231998122042.5433.41 8807906.654.3110979.45.074502002252009142048.7138

26、.22 1609366.664.3812493.65.132502002481999142050.6439.72 8409227.494.2715092.75.9050020025020010162057.1244.83 2101 0707.504.331691075.96#25320111192065.6551.53 6701 2907.484.431901285.95TM30020029819910152460.6247.65 2009919.274.04236.1007.7660020030020011172467.6053.15 8201 1409.284.112621147.81#3

27、0320112202476.6360.16 5801 3609.264.212921357.76 (1)分類和代號。表1 熱軋H型鋼和剖分T型鋼的分類和代號類 別分類名稱代 號1H型鋼(1)寬翼緣H型鋼HW(2)中翼緣H型鋼HM(3)窄翼緣H型鋼HN2H型鋼樁HP3剖分T型鋼(1)寬翼緣剖分T型鋼TW(2)中翼緣剖分T型鋼TM(3)窄翼緣剖分T型鋼TN(2)尺寸規(guī)格見表2表4。(3)允許偏差見表5表8表2 寬、中、窄翼緣H型鋼的尺寸規(guī)格H高度 B寬度 t1腹板厚度 t2翼緣厚度 r圓角半徑類別型號(高度寬度)截面尺寸nma截面面積cm理論質量(kgm)截面特性參數(shù)HBt1t2r慣性矩cm4慣性

28、半徑cm截面模數(shù)cmIxIyiXiYWxWyHW100100100100681021.9017.23831344.182.4776.526.71251251251256.591030.3123.88472945.293.1113647.01501501501507101340.5531.916605646.393.7322175.11751751751757.5111351.4340.329009847.504.373311122002002002008121664.2850.5477016008.614.99477160#20020412121672.2856.7503017008.354.

29、855031672502502502509141692.1872.41080036501O86.29867292250255141416104.782.21150038801O56.09919304300300#294302121220108.38557.141160365HW3003003003001O1520120.494.520500676013.17.491370450300305151520135.410621600710012.67.241440466350350#344348101620146.0115333001120015.18.7819406463

30、50350121920173.9137403001360015.28.842300776400x400#388402151524179.2141492001630016.69.522540809#394398111824187.6147564001890017.310O2860951400400132124219.5172669002240017.510.133401120#400408212124251.5197711002380016.89.7335601170#414405182824296.2233930003100017.710.244901530#428407203524361.4

31、2841190003940018.210.455801930*458417305024529.34151870006050018.810.781802900*498432457024770.86052980009440019.711.1120004370HM150100148100691327.2521.410401516.172.3514030.2200150194150691639.7631.227405088.303.5728367.72501752441757111656.2444.161209851O44.18502113HM300 2002942008122073.0357.311

32、400160012.54.6977916035025034025091420101.579.721700365014.66oo12802924003003903001O1625136.710738900721O16.97.262000481450300440300111824157.412456100811018.97.182550541500300482300111528146.41156080067702046.802520451488x300n1828164.412971400812020.87.032930541600300582300121728174.513710300076702

33、4.36.633530511588300122028192.5151118000902024.86.854020601#594302142328222.41751370001060024.96.904620701HN100 5010050571O12.169.5419214.93.981.1138.55.9612560125 x60681O17.0113.341729.34.951.3166.89.7515075150x 75571018.1614.367949.66.12I6590.613.21759017590581023.2118.2122097.67.262.0514021.72001

34、00198994.571323.5918.516101148.272.2016323.02001005.581327.5721.718801348.252.2118826.8HN250125248124581332.8925.8356025510.42.7828741.1250125691337.8729.7408029410.42.7932647.03001502981495.581641.5532.6646044312.43.2643359.43001506.591647.5337.3735050812.43.2749067.7350175346174691653.1941.8112007

35、9214.53.8664991.03501757111663.6650.01370098514.73.93782113類別型號(高度寬度)截面尺寸nma截面面積cm理論質量(kgm)截面特性參數(shù)HBt1t2r慣性矩cm4慣性半徑cm截面模數(shù)cmIxIyiXiYWxWyHN#400150#4001508131671.1255.81880073416.33.2194297.9400200396199711672.1656.720000145016.74.481O1O1454002008131684.1266.023700174016.84.541190174#450150#450150914208

36、3.4165.52710079318O3.0812001064502004461998122084.9566.729000158018.54.3113001594502009142097.4176.533700187018.64.381500187#500150#50015010162098.237783.04154012150020049619991420101.379.541900184020.34.271690185500200101620114.289.647800214020.54.331910214HN500200#506201111920131.3103

37、56500258020.84.432230257600200596199101524121.295.169300198023.94.04233019960020011724135.210678200228024.14.112610228#606201122024153.3120910()0272024.44.213000271700300#692300132028211.5166172000902028.66.534980602700300132428235.51852010001080029.36.785760722*800300*792300142228243.41912540009930

38、32.36.396400662*800300142628267.42102920001170033O6.627290782*900300*890299152328270.92133450001030035.76.167760688*900300162828309.82434110001260036.46.399140843*912302183428364.02864980001570037.06.56109001040注：1“#”表示的規(guī)格為非常用規(guī)格。 2“*”表示的規(guī)格，目前國內尚未生產。 3型號屬同一范圍的產品，其內側尺寸高度是一致的。 4截面面積計算公式為“t1(H2t2)+2Bt2+O858 r2。”表3 H型鋼樁的尺寸規(guī)格H高度 B寬度