桥架支架简单计算表

桥架支架计算 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 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页图纸确定取中间值D+E-20(A+20+B+20)*2图集确定(G*I*J+H*K)/1000C/FN*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吊杆个数φ10吊架KG/ML30*3角铁比重支架单支重量KG支架个数支架总重KG50508002001.598028020.6171.3731.593760.000.00100508002001.598038020.6171.3731.731060.000.001001008002001.598048020.6171.3731.868360.000.00桥架宽度150~1200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(G*I*J+H*K)/1000C/FN*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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重1001508002001.5115020020.6172.4221.90350.000.00200508002001.5105030020.6172.4222.02230.000.002001008002001.5110030020.6172.4222.0840.000.002001508002001.5115030020.6172.4222.14570.000.00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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重3001008002001.5110040020.6172.4222.32620.000.003001508002001.5115040020.6172.4222.38790.000.003002008002001.5120040020.6172.4222.44960.000.004001008002001.5110050020.6172.4222.56840.000.004001508002001.5115050020.6172.4222.63010.000.004002008001001.5110050020.6172.4222.56840.000.00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吊杆个数φ10吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重5001008001001.5100060020.6173.773.4960.000.005001508001001.5105060020.6173.773.55770.000.005002008001001.5110060020.6173.773.61940.000.005002508001001.5115060020.6173.773.68110.000.006001508001001.5105070020.6173.773.93470.000.006002008001001.5110070020.6173.773.99640.000.006003008001001.5120070020.6173.774.11980.000.008001508001001.5105090020.6173.774.68870.000.008003008001001.5120090020.6173.774.87380.000.00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吊杆个数φ12吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重10001508001001.51050110020.8883.776.01180.000.0010003008001001.51200110020.8883.776.27820.000.0012001508001001.51050130020.8883.776.76580.000.0012004008001001.51300130020.8883.777.20980.000.000.000.00当红蓝汇总量不同时说明表格出现问题图纸确定取中间值D+E+BA+100图集确定(G*I*J+H*K)/1000C/FN*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吊杆个数φ10吊架KG/ML30*3角铁比重支架单支重量KG支架个数支架总重KG50508002001.5105015020.6171.3731.501650.000.00100508002001.5105020020.6171.3731.57030.000.001001008002001.5110020020.6171.3731.6320.000.00桥架宽度150~1200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(G*I*J+H*K)/1000C/FN*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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重15010051.2838002002110025020.6172.4221.962925.6450.33200508002002105030020.6172.4222.02230.000.002001008002002110030020.6172.4222.0840.000.002001508002002115030020.6172.4222.14570.000.00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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重3001008002002110040020.6172.4222.32620.000.003001508002002115040020.6172.4222.38790.000.003002008002002120040020.6172.4222.44960.000.004001008002002110050020.6172.4222.56840.000.004001508002002115050020.6172.4222.63010.000.004002008002002120050020.6172.4222.69180.000.00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吊杆个数φ10吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重5001008001002100060020.6173.773.4960.000.005001508001002105060020.6173.773.55770.000.005002008001002110060020.6173.773.61940.000.005002508001002115060020.6173.773.68110.000.006001508001002105070020.6173.773.93470.000.006002008001002110070020.6173.773.99640.000.006003008001002120070020.6173.774.11980.000.008001508001002105090020.6173.774.68870.000.008003008001002120090020.6173.774.87380.000.00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吊杆个数φ12吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重100015080010021050110020.8883.776.01180.000.00100030080010021200110020.8883.776.27820.000.00120015080010021050130020.8883.776.76580.000.00120040080010021300130020.8883.777.20980.000.0050.3350.33图纸确定暂取中间值D+E+BA+100(D/2+E+B)*2+A+100图集确定I/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600200836.996001002.25900700190020.6171.3732.60872.071741.8495372.00879.858002006001002.25900900210020.6171.3732.88332.346300.000.0010002006001002.259001100230020.6171.3733.15792.620900.000.00合计879.85