1、型钢规格型号重量大全型钢规格型号、重量大全(共参考)工字钢概述工字钢也称钢梁,是截面为工字形的长条钢材。其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示,如“工160*88*6”,即表示腰高为160毫米,腿宽为88毫米,腰厚为6毫米的工字钢。工字钢的规格也可用型号表示,型号表示腰高的厘米数,如工16#。腰高相同的工字钢,如有几种不同的腿宽和腰厚,需在型号右边加a b c 予以区别,如32a# 32b# 32c#等。 工字钢分普通工字钢和轻型工字钢,热轧普通工字钢的规格为10-63#。经供需双方协议供应的热轧普通工字钢规格为12-55#。工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等
2、。工字钢规格及理论重量表热轧普通工字钢尺寸及重量 规格型号尺寸理论重量高度腿宽腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.55
3、7.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c5601
4、7016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189计算公式: W(kg/m)=0.00785* 腰厚 * 高 +f*(腿宽 - 腰厚)热轧轻型工字钢尺寸及重量 规格型号尺寸理论重量高度腿宽腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.824240115
5、5.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0热轧 8#轻型工字钢尺寸及重量(据YB(T)65-87)规格型号尺寸理论重
6、量高度腿宽腰厚880504.57.52W(kg/m)=0.00785* 腰厚 * 高 +f*( 腿宽 - 腰厚)槽钢定义: 槽钢是截面为凹槽形的长条钢材。其规格表示方法,如a*b*c(这里的a,b,c仅代表字母,无其他含义,和下面字母无关系),表示腰高为a毫米,腿宽为b毫米的槽钢,腰厚为c毫米的槽钢,或称(a/10)#槽钢。腰高相同的槽钢,如有几种不同的腿宽和腰厚也需在型号右边加a b c 予以区别,如25a# 25b# 25c#等。 槽钢分普通槽钢和轻型槽钢。热轧普通槽钢的规格为5-40#。经供需双方协议供应的热轧变通槽钢规格为6.5-30#。槽钢主要用于建筑结构、车辆制造和其它工业结构,槽
7、钢还常常和工字钢配合使用。槽钢规格型号及理论重量表:规格(mm)型号单重(kg/m)50*37*4.5 5# 5.4463*40*4.8 6.3#6.63565*40*4.8 6.5#6.780*43*58# 8.045100*48*5.3 10#10.007120*53*5.5 12# 12.37140*60*814#A 14.53140*60*814#B 16.73160*63*6.5 16#A 17.23160*65*8.5 16#B 19.755180*68*718#A 20.17180*70*918#B 23200*73*7 20#A22.637200*75*920#B 25.777
8、220*77*722#A 24.999220*79*922#B 28.453240*78*724#A 26.86240*80*924#B 30.628250*78*725#A 27.41250*80*925#B 31.335270*82*7.5 27#A 30.838270*84*9.5 27#B 35.077280*82*7.5 28#A 31.427280*84*9.5 28#B 35.823300*85*7.5 30#A 34.463300*87*9.5 30#B 39.173320*88*832#A 38.083320*90*1032#B 43.107360*96*936#A 47.8
9、14360*98*1136#B 53.466400*100*10.5 40#A 58.928400*102*12.540#B65.208方钢规格型号、重量表边长(mm)截面面积(cm2)理论重量 (kg/m)边长(mm)截面面积(cm2)理论重量(kg/m)50.250.196309.007.0660.360.2833210.248.0470.490.3853411.569.0780.640.5023612.9610.1790.810.6363814.4411.24101.000.7854016.0012.56111.210.954217.6413.85121.441.134520.2515.
10、90131.691.334823.0418.09141.961.545025.0019.63152.251.775328.0922.05162.562.015631.3624.61172.892.276036.0028.26183.242.546339.6931.16193.612.826542.2533.17204.003.147049.0038.49214.413.467556.2544.16224.843.808064.0050.24245.764.528572.2556.72256.254.919081.0063.59266.765.309590.2570.85287.846.1510
11、0100.0078.50注 : (1) 在标准件中,边长105250毫米的方钢未列出截面面积及重量,必要时可参照表列数据的倍数进行算。 (2) 方钢的长度规定如下: A.通常长度(非定尺的): 普通钢: 边长25mm 长510m 边长2650mm .长49m 边长53110mm .长48m 边长120mm .长36m 优质钢: 各种边长尺寸 长26m B.定尺长度(合同中确定) C.倍尺长度(合同中确定) 短尺方钢的交货数量不得超过一批订货总量的10%。普通钢短尺不短于2.5m,优质钢短尺不短于1.5m。螺纹钢米重速览表 规格 理论质量 规格 理论质量 规格 理论质量 规格 理论质量mm kg
12、/m mm kg/m mm kg/m mm kg/m5.5 0.184 21 2.72 40 9.86 95 55.66 0.222 22 2.98 42 10.9 100 61.76.5 0.260 23 3.26 45 12.5 105 687 0.302 24 3.55 48 14.2 110 74.68 0.395 25 3.85 50 15.4 115 81.59 0.499 26 4.17 53 17.3 120 88.810 0.617 27 4.49 55 18.6 125 96.311 0.746 28 4.83 56 19.3 130 10412 0.888 29 5.18
13、 60 22.2 140 12113 1.04 30 5.55 63 24.5 150 13914 1.21 31 5.92 65 26.0 160 15815 1.39 32 6.31 68 28.5 170 17816 1.58 33 6.71 70 30.2 180 20017 1.78 34 7.13 75 34.7 190 22318 2.00 35 7.55 80 39.5 200 24719 2.23 36 7.99 85 44.5 220 29820 2.47 38 8.90 90 49.9 250 385圆钢规格、重量表直 径(mm)截面面积(cm2)理论重量 (kg/m)直
14、径(mm)截面面积(cm2)理论重量(kg/m)50.19630.1544515.9012.485.60.24630.1934818.1014.2160.28270.2225019.6415.426.30.31170.2455322.0617.3270.38480.3025624.6319.3380.50270.3956028.2722.1990.63590.4996331.1724.47100.78540.6176533.1826.05110.95030.7467038.4830.21121.1310.8887544.1834.68131.3271.048050.2739.46141.539
15、1.218556.7544.55151.7671.399063.6249.94162.0111.589570.8855.64172.2701.7810078.5461.65182.5452.0010586.5967.97192.8352.2311095.0374.60203.1422.47120113.1088.78213.4642.72125122.7296.33223.8012.98130132.73104.20244.5243.55140153.72120.84254.9093.85150176.72138.72265.8094.17160201.06157.83286.1584.831
16、70226.98178.18307.0695.55180254.47199.76328.0426.31190283.53222.57349.0797.13200314.16246.623610.187.99210346.36271.893811.348.90220380.13298.404012.579.87240452.39355.134213.8510.87250490.88385.84注:圆钢的长度规定如下 A.通常长度(非定尺的)普通钢:直径25mm 长510m直径2648mm长49m 直径50110mm长48m直径120mm .长36m优质钢:各种直径长26m B.定尺长度(合同中确
17、定) C.倍尺长度(合同中确定) 短尺圆钢的交货数量不得超过一批订货总量的10%。普通钢短尺不短于2.5m,优质钢短尺不短于1.5m六角钢规格、重量表对边宽 (mm)截面面积 (cm2)理论重量 (kg/m)对边宽 (mm)截面面积 (cm2)理论重量 (kg/m)80.55420.435286.7905.3390.70150.551307.7946.12100.8660.680328.8686.96111.0480.8233410.0107.86121.2470.9793611.2208.81131.4631.1503812.5109.82141.6971.334013.8610.88151
18、.9481.534215.2711.99162.2171.744517.5413.77172.4901.964820.0015.66182.8062.205021.6416.99193.1262.455324.3319.10203.4642.725627.1521.32213.8223.005828.1322.08224.1913.296031.1824.50234.5813.596334.3726.98244.9933.926536.5923.70255.4124.256840.0431.43265.8474.597042.2333.30276.3134.96注 (1)六角钢的长度规定如下:
19、A. 通常长度:26m;B. 定尺或倍尺长度在合同中确定。长度小于1.5m的短尺钢材的交货数量,不得超过一批订货总量的15%。(GB705-65)规定为10%。(2)六角钢不得有显著的扭转。(3)六角钢的端头应切得正直。(4) GB705-65:每米弯曲不得大于8mm,总弯曲度不得大于钢材总长度0.6%。产品名称角钢规格型号材质角钢价格等边角钢25*25*3Q235B电议等边30*30*3Q235B电议等边40*40*4Q235B电议等边50*50*5Q235B电议等边50*50*6Q235B电议等边63*63*5Q235B电议等边63*63*8Q235B电议等边70*70*6Q235B电议等
20、边75*75*5Q235B电议等边75*75*8Q235B电议等边80*80*8Q235B电议等边90*90*8*9mQ235B电议等边90*90*10*9mQ235B电议等边100*100*8*9mQ235B电议等边100*100*10*6mQ235B电议等边125*125*8*9mQ235B电议等边125*125*10*9mQ235B电议等边160*160*10*9mQ235B电议等边160*160*16*9mQ235B电议不等边角钢56*36*4Q235B电议不等边63*40*5Q235B电议不等边75*50*6Q235B电议不等边100*63*6*9mQ235B电议不等边125*80*10*9mQ235B电议不等边110*70*8*9mQ235B电议不等边160*100*10*9mQ235B电议别型号截面尺寸(mm)截面尺寸cm2理论重量kg/m截 面 特 性 参 数惯性矩/(cm4)惯性半径/(cm)截面模数/(cm3)(宽度高度)HBt1t2
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