1、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50506001002680280105011005060010026803801100110010010.5600100268048012001桥架宽度1
2、501200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1501006001002800250125022005060010027503001200220010022600100280030013002200150600100285030014002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3001005.960010028004001400230015088.860010028504
3、0015002300200600100290040016002400100321.66001002800500150024001506001002850500160024002006.5600100290050017002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500100133.860010028006001600250015060010028506001700250020069.660010029006001800250025033.5600100295060019002600100305.76001002800700170026
4、00200600100290070019002600300600100210007002100280010023.96001002800900190028003006001002100090023002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1000150327.56001002850110022002100030060010021000110025002120015015560010028501300240021200100106001002800130023002I/1000*L(G*J*K+H*L)/100020M/个C/20C
5、/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KG0.6171.3731.441650.804000.000.6171.3731.51030.9413000.000.6171.3731.64761.0786156.53I/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0.6172.4223.02751.5927000.000.6172.4222.90641.6521000.000.6172.4223.14
6、861.713811122.320.6172.4223.39081.7755000.0010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0.6173.775.2782.4952038.920.6173.775.6552.5569444138.630.6173.776.0322.6186000.000.6173.775.6552.872216161552.780.6173.776.0322.9339000.000.6173.776.4092.99560311.8210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
7、.6173.776.0323.2492767257.730.6173.776.4093.3109000.000.6173.776.7863.3726335140.980.6173.777.1633.434321769.520.6173.776.4093.626215153652.230.6173.777.1633.7496000.000.6173.777.9173.873000.00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0.6173.777.16
8、34.380211260.900.6173.778.6714.627000.0012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0.8885.43811.9636 7.4914161641422.620.8885.43813.5957.7578000.000.8885.43813.05128.579878766.020.8885.43812.5074 8.49021548.70汇汇总总KGKG4159.704159.70汇汇总总校校验验KGKG4159.704159.70当红蓝汇总量不同时 说明表格出现问题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
