五金手冊(cè)查詢(xún)表()

1、金屬材料理論重量表JINSHU CAILIAO LILUNZHONGLIANGBIAO2006年1月編制黑色金屬材料理論重量計(jì)算公式表1名稱(chēng)單位計(jì)算公式附注圓鋼、盤(pán)條kg/mW=0.006165X d2d= 直徑(mm)螺紋鋼kg/mW=0.00617X d2d=斷面直徑(mm)方鋼kg/mW=0.00785X d2d=邊寬(mm)扁鋼kg/mW=0.00785X dXbd= 邊寬(mm) b=厚(mm)六角鋼kg/mW=0.006798X d2d= 對(duì)邊距離(mm)八角鋼kg/mW=0.0065X d2d=對(duì)邊距離(mm),_ - _ / _2 _2等邊角鋼kg/mW=0.00785X d

2、x (2b-d) +0.215 (R-2r )、山b=近寬 d=邊草 R=鹵就半徑r=端弧半徑22不等邊角 鋼kg/mW=0.00785XTd (B+bR) + 0.215 (R-2r2)B=k邁范 b=、竄邊方 d= iaM R= 內(nèi)弧半徑r=端弧平徑.梢鋼kg/mW=0.(H T、)0785X hd+2t (b-d ) + 0.349 (R)1噴b= 腿長(zhǎng) d= 腰用 t=叫腿長(zhǎng) R=內(nèi)弧半徑 r= 端弧2徑2 2工字鋼kg/mW=0.( HT 二)0785X hd+2t (b-d) + 0.8584 (R-r 2) l=ftb= 雇長(zhǎng) d= 腰后t=F均腿長(zhǎng) R=內(nèi)弧半徑r= 端弧取徑鋼

3、板kg/ m2W=7.85X bb=厚鋼管工無(wú)接kg/mW=0.02466X S(D-S)D=壁厚外徑 S=注：由于型材在制造過(guò)程中有允許偏差值，因此用公式計(jì)算的理論重量，與實(shí)際重量有一定的出入（誤差一般約為0.20.7%之間），只能作為估算時(shí)的參考槽鋼理論重量表型號(hào)尺寸（mrm理論重量（kg/m）備注高度（h）腿寬度（b）腰厚度（d）6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a18068

4、7.020023.00020a20073722.6372020075925.77722a22077724.9992222079928.45324a240787.026.86024b240809.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.534.4

5、6330b300879.539.17330c3008911.543.88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b360981153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圓鋼直徑和方鋼邊長(zhǎng)及理論重量表表1-1圓鋼直徑d 方銅邊長(zhǎng)a (mm)理於重量 (kg/m)圓鋼直徑d 方銅邊長(zhǎng)a (mm)理於重量 (kg/m)圓鋼直徑d 方銅邊長(zhǎng)a (mm)理於重量 (kg/m)圓鋼刃鋼圓鋼刃鋼圓鋼刃

6、鋼5.50.1860.237*274.495.72*6828.5136.306r0.22210.238284.836.157030.2138.47 :6.50.2600.332*295.186.607534.8644.167P 0.3020.385305.557.068039.4650.2480.3950.502*315.937.548544.5556.7290.4990.636326.318.049049.9463.59100.6170.785*336.718.559555.6470.85*110.7460.950347.139.0710061.6578.50120.8881.13*357.

7、559.6210568.9786.501311.0431.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.78113161.582.014210.8713.8512596.33123 1171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.841541912.227 12.825015.4219.63150138.72177 1202.4683.145317.3022.10160157.83201212.7

8、23.46*5518.6523.75170178.18227222.9843.80*5619.3324.61180200.00254*233.264.15*5820.7426.41190223.00283243.554.526022.1928.26200247.0031425P 3.85 14.916324.4731.16220298.40-264.175.30*6526.0533.17250385.34-注：1、表中的理論重量是按鋼的密度為 7.85計(jì)算的。2、表中帶*者不推薦使用。3、螺紋鋼 6、7、8、9、10、12、14、16、18、20、22、25、28、32、36、40 的理論重量

9、同 圓鋼的理論重量。工字鋼理論重量型號(hào)尺寸(mrm理論重量 (kg/m)備注高度(h)腿寬度(b)腰厚度(d)10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b

10、32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.

11、10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189無(wú)縫鋼管理論重量外 徑mm壁厚（mm）2.533.544.555.566.577.588.599.510理論重量（kg /m）321.822.152.462.761 3.053.333.593.851 4.094.324.534.74一一一一382.19：2.59：2.983.353.724.074.414.745.055.355.645.92一一一一422.442.893.353.754.164.564.955.335.696.0

12、46.386.717.027.327.67.88452.6213.1113.584.04P 4.494.935.365.776.76.566.947.307.657.99P 8.328.63502.93(3.48(4.014.541 5.055.556.046.511 6.977.427.868.298.709.101 9.499.8654一3.774.364.935.496.046.587.107.618.118.69.089.549.9910.43 10.8557一4.0014.625.23P 5.386.416.997.551 8.108.639.169.6710.17 10.65 11

13、.13 11.5960一I 4.22U.885.526.166.787.397.99(8.589.159.7110.26 10.811.32 11.83 12.3363.5一4.485.185.876.557.217.878.519.149.7510.3610.95 11.53 12.112.65 13.1968一I 4.81(5.576.31r 7.057.778.489.171 9.8610.5；3 11.19 11.8,4 12.47 13.10 13.71 14.370一4.965.756.517.278.018.759.4710.18 1088 11.5612.23 12.89 13

14、.54 14.17 14.873一5.181 6.06.811 7.608.389.169.9110.6(611.3!9 12.11 12.82 13.52 14.21 14.88 15.5476一：5.40：6.267.101 7.938.759.510.3(611.1,4 11.91 12.67 13.42 14.15 14.37 15.58 16.2883一一6.867.79,8.719.6210.51 11.39 12.2(613.1：2 13.96 14.815.62 16.42 17.22 18.0089一7.38i 8.38 9.3810.3(511.331228 13.22 1

15、4.16 15.07 15.98 16.78 17.76 18.63 19.4895一一；7.98.9810.0411.1()12.1,4 13.1714.19 15.1!9 16.18 17.16 18.13 19.09 20.03 20.96102一一8.059.67,10.8211.9(513.0!914.21 15.31 16.40 17.48 18.55 19.620.64 21.67 22.69108 一 一 一1026 11.4912.7()13.90 15.0!9 16.27 1744 18.59 19.73 20.86 21.97 23.08 24.17114一一一1085

16、12.1513.41 14.7：2 159317231847 19.720.91 22.12 23.31 24.48 25.65121一一一11.51 12.9314.3()15.67 17.0：2 18.35 1968 20.99 22.29 23.58 24.86 26.12 27.37127一一一12.1：3 13.5915.01 1648 17.90 19.32 20.7：2 22.123.48 24.8,4 26.19 27.53 28.85133一一一12.7：3 14.26157泊729 18.7!9 20.2；8 21.7,5 23.21 24.66 26.127.52 28.

17、93 30.33140一一一一15.0416.61j 18.24 19.8；3 21.422.96 24.51 26.0，4 27.57 29.08 30.57 32.66146一一一一15.7173719.0(6 20.7：2 22.3(6 24.02562 27.23 2882 30.41 31.98 33.54152一一一一P 16.3718.1：3 18.87 21.6(23.3：2 25.0；3 26.73 28.41 30.08 31.74 33.39 35.02159一一一一17.1518.91J 20.8：2 2264 24.45 2624 28.0,2 29.79 31.55

18、 33.29 35.03 36.75168一一一一一20.122.0，4 2397 2589 27.7!9 29.69 31.57 33.43 35.29 37.13 38.97180一一一一一21.51J 23.725.7,5 27.72987 31.91 33.93 35.95 37.95 39.95 41.92194一一一一一2331 25.627.8：2 30.03228 34.536.738.8941.06 43.23 45.38203一一一-一一29.14 31.533.8；3 36.16 38.47 40.77 43.06 45.33 47.59219一一-一一31.5：2 34

19、.0(6 36.639.12 41.63 44.12 46.61 49.08 51.45245一一-一一-3823 41.0!9 43.85 46.7649.56 52.38 55.17 57.95273一一一-一一一42.64 45.9：2 49.152.28 55.45 58.6:61.73 64.86299一-一一一-一53.91 57.41 60.89 64.37 67.83 71.27325一一一一-一一-一58.7,4 62.5,4 66.35 70.14 73.92 77.68351一-一一-一一67.67 71.875.91 80.01 84.1377一一一一一一一一一一一一一

20、81.68 86.1905注：鋼管的理論重量(密度為7.85)按公稱(chēng)尺寸計(jì)算，其計(jì)算公式為 P=0.02466*S ( D-S),式中: D為鋼管的公稱(chēng)外徑(mm) ； S為鋼管的公稱(chēng)壁厚(mm)?；y鋼板理論重量鋼板基 本厚度 (mm)紋高(mm)理論重量(kg / m2)扁豆形O扁豆形2.5r 1.02.521.622.631.02.525.626.63.51.02.529.530.54r 1.02.533.434.44.51.02.537.338.35r 1.52.542.342.35.5r 1.52.546.246.261.52.550.150.1712.02.559.05882.02

21、.566.865.8鋼絲繩理論重量直徑 (mm)天然纖維 (kg /100m)人造纖維 (kg /100m)6 113.012.7823.122.5直徑(mm)天然纖維 (kg /100m)人造纖維 (kg /100m)8 122.2r 21.71034.733.91036.135.81142.041.01143.742.61358.657.31361.059.51688.886.81692.490.119125122191301272216816422175170說(shuō)明：表中前者為6芯鋼絲繩,后者為8芯鋼絲繩. 等邊角鋼理論重量型號(hào)邊寬頻邊厚mm理論重量kg /m22030.88941.145

22、2.52531.12441.4593.03031.37341.7863.63631.65642.16352.65444031.85242.42252.9764.54532.08842.73653.36963.98555032.33243.05953.7764.4655.65632.62443.44654.25166.5686.36343.90754.82265.72187.469109.15177044.37255.39766.40677.39888.373型號(hào)邊寬頻邊厚mm理論重量kg /m88089.6581011.87499068.3579.656810.94610P 13.476112

23、15.941010069.366710.83 812.2761015.121217.8981420.61116P 23.257 111110711.928813.5321016.6911219.7821422.80912.5125815.5041019.13312P 22.696 11426.193141401021.48812P 25.52211429.491633.393161601024.7291229.39114P 33.987 11638.518181801233.15914P 38.383116435427.57555.8181848.6346 d6.90520200P 1442.894177.9761648.688 19.0