桥架支架计算表

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 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 9；桥架间距按 规范 编程规范下载gsp规范下载钢格栅规范下载警徽规范下载建设厅规范下载 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KG50506001001.568028020.6171.3731.223560.000.00100506001001.568038020.6171.3731.360860.000.001001006002001.578048020.6171.3731.621560.000.00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1001506002001.595020020.6172.4221.65670.000.00200506002001.585030020.6172.4221.77550.000.002001006002001.590030020.6172.4221.83720.000.002001506002001.595030020.6172.4221.89890.000.00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3001006002001.590040020.6172.4222.07940.000.003001506001001.585040020.6172.4222.01770.000.003002006002001.5100040020.6172.4222.20280.000.004001006002001.590050020.6172.4222.32160.000.004001506002001.595050020.6172.4222.38330.000.004002006002001.5100050020.6172.4222.4450.000.00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5001006001001.580060020.6173.773.24920.000.005001506001001.585060020.6173.773.31090.000.005002006001001.590060020.6173.773.37260.000.005002506001001.595060020.6173.773.43430.000.006001506001001.585070020.6173.773.68790.000.006002006001001.590070020.6173.773.74960.000.006003006001001.5100070020.6173.773.8730.000.008001506001001.585090020.6173.774.44190.000.008003006001001.5100090020.6173.774.6270.000.00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10001506001001.5850110020.8883.775.65660.000.0010003006001001.51000110020.8883.775.9230.000.0012001506001001.5850130020.8883.776.41060.000.0012004006001001.51100130020.8883.776.85460.000.000.000.00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-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KG50506001001.568028020.6171.3731.223560.000.00100506001001.568038020.6171.3731.360860.000.001001006001001.568048020.6171.3731.498160.000.00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150100600100280025020.6172.4221.59270.000.0020050600100275030020.6172.4221.65210.000.00200100600100280030020.6172.4221.71380.000.00200150600100285030020.6172.4221.77550.000.00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300100600100280040020.6172.4221.9560.000.00300150600100285040020.6172.4222.01770.000.00300200600100290040020.6172.4222.07940.000.00400100600100280050020.6172.4222.19820.000.00400150600100285050020.6172.4222.25990.000.00400200600100290050020.6172.4222.32160.000.00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500100600100280060020.6173.773.24920.000.00500150600100285060020.6173.773.31090.000.00500200600100290060020.6173.773.37260.000.00500250600100295060020.6173.773.43430.000.00600150600100285070020.6173.773.68790.000.00600200600100290070020.6173.773.74960.000.006003006001002100070020.6173.773.8730.000.00800150600100285090020.6173.774.44190.000.008003006001002100090020.6173.774.6270.000.00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10001506001002850110020.8883.775.65660.000.00100030060010021000110020.8883.775.9230.000.0012001506001002850130020.8883.776.41060.000.00120040060010021100130020.8883.776.85460.000.000.000.00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2.25010010020.6171.3730.13730.137300.000.002.25010010020.6171.3730.13730.137300.000.002.25010010020.6171.3730.13730.137300.000.00合计0.00