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桥架支架计算表

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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04D701-3-77~78页方案1；桥架间距按规范GB50303-2002第33页取中间值D+E-20(A+20+B+20)*2(D/2+E+B)*2+A+100I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*P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φ10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KG50506001002680280105010.6171.3731.441650.80400.000.00100506001002680380110010.6171.3731.51030.941300.000.0010010010.56001002680480120010.6171.3731.64761.07860.5255.256.53桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，暂取中间值D+E+BA+100(D/2+E+B)*2+A+100I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*P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φ10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1501006001002800250125020.6172.4223.02751.592700.000.00200506001002750300120020.6172.4222.90641.652100.000.00200100274.46001002800300130020.6172.4223.14861.713813.72137.20278.332001506001002850300140020.6172.4223.39081.775500.000.00桥架宽桥架高桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度防晃支架mm吊杆个数φ10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3001006001002800400140020.6173.775.2782.495200.000.003001506001002850400150020.6173.775.6552.556900.000.003002006001002900400160020.6173.776.0322.618600.000.004001006001002800500150020.6173.775.6552.872200.000.004001506001002850500160020.6173.776.0322.933900.000.004002006001002900500170020.6173.776.4092.995600.000.00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φ10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5001006001002800600160020.6173.776.0323.249200.000.005001506001002850600170020.6173.776.4093.310900.000.005002006001002900600180020.6173.776.7863.372600.000.005002506001002950600190020.6173.777.1633.434300.000.006001506001002850700180020.6173.776.7863.687900.000.006002006001002900700190020.6173.777.1633.749600.000.0060030060010021000700210020.6173.777.9173.87300.000.008002006001002900900210020.6173.777.9174.503600.000.00桥 架 支 架 计 算 表

图纸确定图集确定图纸确定图集确定80030060010021000900230020.6173.778.6714.62700.000.00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φ12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100020060010029001100230020.8885.43812.50747.580200.000.001000300600100210001100250020.8885.43813.5957.757800.000.001200300600100210001300270020.8885.43814.68268.845400.000.001200400600100211001300290020.8885.43815.77029.02300.000.00

284.86汇总校验KG

当红蓝汇总量不同时 说明表格出现问题284.86汇总KG

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桥架支架计算表

桥架支架计算表

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桥架宽度取中间值D+E-20(A+20+B+20)*2桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度吊框长度吊杆个φ10吊架50508001001.588028020.617100508001001.588038020.6171001004006001.598048020.617桥架宽度暂取中间值D+E+BA+100桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个φ10吊架比1001504002001.575020020.617200504002001.565030020.6172001004006001.5110030020.6172001504002001.575030020.617桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个φ10吊架比3001004006001.5110040020.6173001509001001.5115040020.6173002004002001.580040020.6174001004006001.5110050020.6174001504002001.575050020.6174002004002001.580050020.617桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个φ10吊架比5001006001001.580060020.6175001506001001.585060020.6175002006001001.590060020.6175002506001001.595060020.6176001509001001.5115070020.6176002006001001.590070020.6176003006001001.5100070020.6178001004006001.5110090020.6178003006001001.5100090020.617桥架桥架桥架长度M结构梁高距梁高度支架间距单吊长度横梁长度吊杆个φ12吊架比100015025001001.52750110020.88810003006001001.51000110020.888120015025001001.52750130020.888桥 架 支 架 计 算 表

桥架支架计算表 2

桥架支架计算表 2

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04D701-3-77~78页方案1；桥架间距按规范GB50303-2002第33页取中间值D+E-20(A+20+B+20)*2(D/2+E+B)*2+A+100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505060010026802801050110050600100268038011001100100600100268048012001桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，暂取中间值D+E+BA+100(D/2+E+B)*2+A+100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15010070010029002501350220050700100285030013002200100700100290030014002200150700100295030015002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30010070010029004001500230015070010029504001600230020070010021000400170024001007001002900500160024001507001002950500170024002007001002100050018002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500100700100290060017002500150700100295060018002500200700100210006001900250025070010021050600200026001507001002950700190026002007001002100070020002600300700100211007002200280020070010021000900220028003007001002110090024002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10002006001002900110023002100030060010021000110025002120030060010021000130027002120040060010021100130029002桥 架 支 架 计

桥架支架计算表 3

桥架支架计算表 3

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04D701-3-77~78页方案9；桥架间距按规范GB50303-2002第33页取中间值D+E-20(A+20+B+2

0)*2

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φ10吊架KG/M

50508001001.588028020.617

100508001001.588038020.617

1001004002001.558048020.617

桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，

暂取中间值D+E+BA+100

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φ10吊架比重

1001504002001.575020020.617

200504002001.565030020.617

2001004002001.570030020.617

2001504002001.575030020.617

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φ10吊架比重

3001007002001.5100040020.617

3001509001001.5115040020.617

3002004002001.580040020.617

4001004002001.570050020.617

4001504002001.575050020.617

4002004002001.580050020.617

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φ10吊架比重

5001006001001.580060020.617

5001506001001.585060020.617

5002006001001.590060020.617

5002506001001.595060020.617

138045_电缆桥架支架吊杆含量计算表

138045_电缆桥架支架吊杆含量计算表

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆1100501.77610.360.322.4870.360.453.3040.360.363.5520.360.724.2630.360.900.361.090.361.180.361.270.361.3621001001.77610.360.322.4870.360.453.3040.360.663.5520.360.724.2630.360.900.361.090.361.180.361.270.361.3631501001.86490.440.322.5750.440.453.3920.440.663.6410.440.724.3520.440.900.441.090.441.180.441.270.441.3642001001.95370.530.322.6640.530.453.4810.530.663.730.530.724.440.530.900.531.090.531.180.531.270.531.3653001002.13140.650.462.8420.650.653.6590.650.953.9070.651.044.6180.651.300.651.560.651.690.651.820.651.9563001502.13140.710.462.8420.710.653.6590.710.953.9070.711.044.6180.711.300.711.560.711.690.711.820.711.9574001002.3090.810.463.0190.810.653.8360.810.954.0850.811.044.7960.811.300.811.560.811.690.811.820.811.9584001502.3090.890.463.0190.890.653.8360.890.954.0850.891.044.7960.891.300.891.560.891.690.891.820.891.9594002002.3090.890.463.0190.890.653.8360.890.864.0850.891.044.7960.891.300.891.560.891.690.891.820.891.95105001002.48660.890.463.1970.890.654.0140.890.954.2630.891.044.9730.891.300.891.560.891.690.891.820.891.95116001002.66421.240.463.3751.240.654.0141.240.954.2631.241.044.9731.241.301.241.561.241.691.241.821.241.95126001502.66421.240.463.3751.240.654.0141.240.954.2631.241.044.9731.241.301.241.561.241.691.241.821.241.95136002002.66421.240.463.3751.240.654.0141.240.954.2631.241.044.9731.241.301.241.561.241.691.241.821.241.95148001003.01942.491.243.732.491.784.5472.492.594.7962.492.845.5062.493.552.494.262.494.622.494.972.494.62158001503.01942.491.243.732.491.784.5472.492.594.7962.492.845.5062.493.552.494.262.494.622.494.972.494.62168002003.01942.491.243.732.491.784.5472.492.594.7962.492.845.5062.493.552.494.262.494.622.494.972.494.621710001003.37473.041.244.0853.041.784.9023.042.595.1513.042.845.8613.043.553.044.263.044.623.044.973.044.621810001503.37473.041.244.0853.041.784.9023.042.595.1513.042.845.8613.043.553.044.263.044.623.044.973.044.621910002003.37473.041.244.0853.041.784.9023.042.595.1513.042.845.8613.043.553.044.263.044.623.044.973.044.622012001003.72993.591.244.443.591.785.2573.592.595.5063.592.846.2163.593.553.594.263.594.623.594.973.594.622112001503.72993.951.244.443.951.785.2573.952.595.5063.952.846.2163.953.553.954.263.954.623.954.973.954.622212002003.72993.951.244.443.951.785.2573.952.595.5063.952.846.2163.953.553.954.263.954.623.954.973.954.62备注：2.422kg/m3.77kg/m0.888kg/m0.617kg/mφ10∟40*40*4∟50*50*5730全角铁用吊筋全角铁用吊筋用吊筋300桥架底板距顶高度