桥架支架计算表[桥架间距按规范GB50303-2002第33页].xlsx
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桥架支架计算表[桥架间距按规范GB50303-2002第33页].xlsx
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桥桥架架支支架架计计算算表表只需填入桥架长度、梁高、距梁高度,其他自动计算,其他已锁定如需更改密码123桥架宽度100mm以下的吊架采用单杆吊架,按照图集04D701-3-7778页方案1;桥架间距按规范GB50303-2002第33页图纸确定取中间值D+E-20(A+20+B+20)*2(D/2+E+B)*2+A+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距M单吊长度mm吊框长度mm防晃支架mm吊杆个数50506001002680280105011005060010026803801100110010088.28600100268048012001桥架宽度1501200采用圆钢门架支架,门架横担型钢详下表,图纸确定暂取中间值D+E+BA+100(D/2+E+B)*2+A+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数150100134.476001002800250125022005060010027503001200220010080.11600100280030013002200150600100285030014002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数30010020.6860010028004001400230015060010028504001500230020060010029004001600240010025.18600100280050015002400150600100285050016002400200600100290050017002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数50010060010028006001600250015060010028506001700250020060010029006001800250025060010029506001900260015060010028507001800260020060010029007001900260030060010021000700210028002006001002900900210028003006001002100090023002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数10002006001002900110023002100030060010021000110025002120030060010021000130027002120040060010021100130029002I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*P10吊架KG/ML30*3角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重KG0.6171.3731.441650.80400.000.000.6171.3731.51030.941300.000.000.6171.3731.64761.07864.41444.1454.88I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*P10吊架比重L40*4角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6172.4223.02751.59276.723567.24127.440.6172.4222.90641.652100.000.000.6172.4223.14861.71384.005540.0681.260.6172.4223.39081.775500.000.0010吊架比重L50*5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6173.775.2782.49521.03410.3431.260.6173.775.6552.556900.000.000.6173.776.0322.618600.000.000.6173.775.6552.87221.25912.5943.280.6173.776.0322.933900.000.000.6173.776.4092.995600.000.0010吊架比重L50*5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6173.776.0323.249200.000.000.6173.776.4093.310900.000.000.6173.776.7863.372600.000.000.6173.777.1633.434300.000.000.6173.776.7863.687900.000.000.6173.777.1633.749600.000.000.6173.777.9173.87300.000.000.6173.777.9174.503600.000.000.6173.778.6714.62700.000.0012吊架比重5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.8885.43812.50747.580200.000.000.8885.43813.5957.757800.000.000.8885.43814.68268.845400.000.000.8885.43815.77029.02300.000.00汇汇总总KGKG338.12338.12汇汇总总校校验验KGKG338.12338.12当红蓝汇总量不同时说明表格出现问题桥桥架架支支架架计计算算表表桥架宽度100mm以下的吊架采用单杆吊架,按照图集04D701-3-7778页方案1;桥架间距按规范GB50303-2002第33页图集确定图集确定图纸确定暂取中间值D+E+BA+100(D/2+E+B)*2+A+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数2.25010010022.25010010022.2501001002I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*P10吊架比重L30*3角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.00合计0.00图集确定
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