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9；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吊杆个数10吊架KG/M50508001001.588028020.617100508001001.588038020.6171001004002001.558048020.617桥架宽度1501200采用圆
2、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 吊杆个数10吊架比重1001504002001.575020020.617200504002001.565030020.6172001004002001.570030020.6172001504002001.575030020.617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 吊杆个数10吊架比重3001007002001.5100040020.6173001509001001.5115040020.61730
3、02004002001.580040020.6174001004002001.570050020.6174001504002001.575050020.6174002004002001.580050020.617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 吊杆个数10吊架比重5001006001001.580060020.6175001506001001.585060020.6175002006001001.590060020.6175002506001001.595060020.6176001509001001.5115070020.6176002006001
4、001.590070020.6176003006001001.5100070020.6178001509001001.5115090020.6178003006001001.5100090020.617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 吊杆个数12吊架比重100015025001001.52750110020.88810003006001001.51000110020.888120015025001001.52750130020.88812004006001001.51100130020.888图纸确定取中间值D+E-20(A+20+B+20)*2图集
5、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吊杆个数10吊架KG/M50506001001.568028020.617100506001001.568038020.6171001006001001.568048020.617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 吊杆个数10吊架比重150100600100280025020.61720050600100275030020.61720010010010023003
6、0020.617200150600100285030020.617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 吊杆个数10吊架比重3001001000220040020.617300150200100245040020.617300200600100290040020.617400100100100230050020.617400150100100235050020.617400200600100290050020.617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 吊杆个数10吊架比重500100600100280060020.6
7、17500150600100285060020.617500200600100290060020.617500250600100295060020.61760015015001002175070020.617600200600100290070020.6176003006001002100070020.617800150600100285090020.6178003006001002100090020.617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 吊杆个数12吊架比重10001506001002850110020.8881000300600100210001
8、10020.88812001506001002850130020.888120040060010021100130020.888(G*I*J+H*K)/1000C/FN*PL30*3角铁比重 支架单支重量KG 支架个数 支架总重KG1.3731.470360.000.001.3731.607660.000.001.3731.374760.000.00(G*I*J+H*K)/1000C/FN*PL40*4角铁比重 支架单支重量KG 支架个数 支架总重2.4221.40990.000.002.4221.52870.000.002.4221.59040.000.002.4221.65210.000.
9、00L40*4角铁比重 支架单支重量KG 支架个数 支架总重2.4222.20280.000.002.4222.38790.000.002.4221.9560.000.002.4222.07480.000.002.4222.13650.000.002.4222.19820.000.00L50*5型钢比重 支架单支重量KG 支架个数 支架总重3.773.24920.000.003.773.31090.000.003.773.37260.000.003.773.43430.000.003.774.05810.000.003.773.74960.000.003.773.8730.000.003.77
10、4.81210.000.003.774.6270.000.00L50*5型钢比重 支架单支重量KG 支架个数 支架总重3.779.0310.000.003.775.9230.000.003.779.7850.000.003.776.85460.000.000.000.000.000.00当红蓝汇总量不同时 说明表格出现问题(G*I*J+H*K)/1000C/FN*PL30*3角铁比重 支架单支重量KG 支架个数 支架总重KG1.3731.223560.000.001.3731.360860.000.001.3731.498160.000.00(G*I*J+H*K)/1000C/FN*PL40*
11、4角铁比重 支架单支重量KG 支架个数 支架总重2.4221.59270.000.002.4221.65210.000.002.4221.09680.000.00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9；桥架间距按规范GB50303-2002第33页图集确定图集确定图集确定图集确定2.4221.77550.000.00L40*4角铁比重 支架单支重量KG 支架个数 支架总重2.4221.21560.000.002.4221.52410.000.002.4222.07940.000.002.4221.58120.000.002.4221.64290.0
12、00.002.4222.32160.000.00L50*5型钢比重 支架单支重量KG 支架个数 支架总重3.773.24920.000.003.773.31090.000.003.773.37260.000.003.773.43430.000.003.774.79850.000.003.773.74960.000.003.773.8730.000.003.774.44190.000.003.774.6270.000.00L50*5型钢比重 支架单支重量KG 支架个数 支架总重3.775.65660.000.003.775.9230.000.003.776.41060.000.003.776.8
13、5460.000.000.000.000.000.00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
