桥架宽度100mm一下的吊架采用单杆吊架，单杆吊架抱箍直接按圆钢计算，不另行采说明：架横担型钢详下表；桥架间距按规范GB50303-2002第33页，取2.5米长间距序号桥架宽桥架高锁梁锁梁个数结构梁高距梁高度单吊长度吊杆个数横梁长度mm505050160010090011501005050160010010001010075501600100105010桥架宽桥架高锁梁锁梁个数结构梁高距梁高度单吊长度吊杆个数横梁长度mm2005050260010010002260200100502600100110022602001505026001001200226020020050260010013002260300100502600100120023603001505026001001300236030020050260010014002360桥架宽桥架高锁梁锁梁个数结构梁高距梁高度单吊长度吊杆个数横梁长度mm40010050260010013002460400150502600100140024604002005026001001500246050020050260010016002560500250502600100170025606002005026001001700266060030050260010019002660桥架宽桥架高锁梁锁梁个数结构梁高距梁高度单吊长度吊杆个数横梁长度mm8002005026001001900286080030050260010021002860桥架宽桥架高锁梁锁梁个数结构梁高距梁高度单吊长度吊杆个数横梁长度mm100020050260010021002106010003005026001002300210601200200502600100230021260120030050260010025002126012004005026001002700212601500200502600100260021560支架计算表
另行采用扁钢计算；200~400，500*1200宽度采用圆钢门架支架,门型钢重量φ80.39460.39460.3946型钢重量φ100.61650.61650.61650.61650.61650.61650.6165型钢重量φ100.61650.61650.61650.61650.61650.61650.6165型钢重量φ100.61650.6165型钢重量φ100.61650.61650.61650.61650.61650.6165型钢重量L30*31.3731.3731.373型钢重量L30*31.3731.3731.3731.3731.3731.3731.373型钢重量L40*42.4222.4222.4222.4222.4222.4222.422型钢重量L50*53.773.77型钢重量[55.4385.4385.4385.4385.4385.438单支重量KG0.611090.44460.46433单支重量KG1.689981.813281.936582.059882.073882.197182.32048单支重量KG2.817022.940323.063623.429123.552423.794624.04122单支重量KG5.68495.9315单支重量KG8.453588.700189.7877810.0343810.2809811.78908桥架长度支架间距660222桥架长度支架间距231.4222406222桥架长度支架间距2.52.539.42.52.52.502.52.5桥架长度支架间距02.52.5桥架长度支架间距2.52.52.52.52.52.5支架个数33000支架个数015.70020300支架个数0015.760000支架个数00支架个数000000支架总重201.659700.00支架总重028.46849600420.9976400支架总重0048.2826510000支架总重00支架总重000000长间距
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