桥架支架计算表格-精准版

桥架支架计算表售各类地区造价软件锁，五年老店品质保证，如有问题包退包换，详情请加QQ：1545323714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KG50508001001.588028020.6171.3731.470360.000.00100508001001.588038020.6171.3731.607660.000.001001004002001.558048020.6171.3731.374760.000.00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1001504002001.575020020.6172.4221.40990.000.00200504002001.565030020.6172.4221.52870.000.002001004002001.570030020.6172.4221.59040.000.002001504002001.575030020.6172.4221.65210.000.00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3001007002001.5100040020.6172.4222.20280.000.003001509001001.5115040020.6172.4222.38790.000.003002004002001.580040020.6172.4221.9560.000.004001004002001.570050020.6172.4222.07480.000.004001504002001.575050020.6172.4222.13650.000.004002004002001.580050020.6172.4222.19820.000.00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5001006001001.580060020.6173.773.24920.000.005001506001001.585060020.6173.773.31090.000.005002006001001.590060020.6173.773.37260.000.005002506001001.595060020.6173.773.43430.000.006001509001001.5115070020.6173.774.05810.000.006002006001001.590070020.6173.773.74960.000.006003006001001.5100070020.6173.773.8730.000.008001509001001.5115090020.6173.774.81210.000.008003006001001.5100090020.6173.774.6270.000.00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100015025001001.52750110020.8883.779.0310.000.0010003006001001.51000110020.8883.775.9230.000.00120015025001001.52750130020.8883.779.7850.000.0012004006001001.51100130020.8883.776.85460.000.000.000.00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150100600100280025020.6172.4221.59270.000.0020050600100275030020.6172.4221.65210.000.00200100100100230030020.6172.4221.09680.000.00200150600100285030020.6172.4221.77550.000.00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3001001000220040020.6172.4221.21560.000.00300150200100245040020.6172.4221.52410.000.00300200600100290040020.6172.4222.07940.000.00400100100100230050020.6172.4221.58120.000.00400150100100235050020.6172.4221.64290.000.00400200600100290050020.6172.4222.32160.000.00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500100600100280060020.6173.773.24920.000.00500150600100285060020.6173.773.31090.000.00500200600100290060020.6173.773.37260.000.00500250600100295060020.6173.773.43430.000.0060015015001002175070020.6173.774.79850.000.00600200600100290070020.6173.773.74960.000.006003006001002100070020.6173.773.8730.000.00800150600100285090020.6173.774.44190.000.008003006001002100090020.6173.774.6270.000.00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