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时间:2020-08-29
《钢筋工程量计算表格内嵌自动计算和统计汇总公式.doc》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、序号项目名称构件个数部位筋号钢筋型号单根工程量单根长度计算公式根数根数计算公式1KL1(1)250x60013.00标高上部通长Ⅲ22#NAME?7.5+0.25+0.25-2*0.03+15*0.022*2#NAME?221下部筋Ⅲ20#NAME?7.5+0.25+0.25-2*0.03+15*0.020*2#NAME?431支座钢筋Ⅲ2241支座钢筋Ⅲ2251支座钢筋Ⅲ22#NAME?0.8-0.03+15*0.022+(7.5-0.55-0.25)/3#NAME?0.5-0.03+1
2、5*0.022+(7.5-0.55-0.25)/3#NAME?0.8-0.03+15*0.022+(7.5-0.55-0.25)/461支座钢筋Ⅲ22#NAME?0.5-0.03+15*0.022+(7.5-0.55-0.25)/4#NAME?2#NAME?2#NAME?2#NAME?271箍筋加密Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?(1.5*0.6/0.1+1)*281箍筋非加密Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.
3、8*0.008#NAME?(7.5-0.55-0.25-1.5*0.6*2)91附加箍筋Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?6101构造钢筋Ⅰ12#NAME?7.5-0.55-0.25+2*12*0.012#NAME?4111拉筋Ⅰ8#NAME?0.25-2*0.03+25.8*0.008#NAME?(7.5-0.55-0.25)/0.3*212L1(1)250x60013.00标高上部通长Ⅲ14#NAME?7.5+0.125+0.25-2*0
4、.03+15*2*0.014#NAME?2131下部筋Ⅲ20#NAME?7.5+0.125+0.25-2*0.03+15*2*0.020#NAME?4141支座钢筋Ⅲ14#NAME?0.25-0.03+15*0.014+(7.5-0.125)/3#NAME?2151箍筋Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?(7.5-0.125)/0.2+1161构造钢筋Ⅰ12#NAME?7.5-0.125+2*12*0.012#NAME?4171拉筋Ⅰ8#NAM
5、E?0.25-2*0.03+25.8*0.008#NAME?(7.5-0.125)/0.4*218KL2(1)250x60013.00标高上部通长Ⅲ18#NAME?7.5+0.25+0.2-2*0.03+15*0.018*2#NAME?2191下部筋Ⅲ18#NAME?7.5+0.25+0.2-2*0.03+15*0.018*2#NAME?2201下部筋Ⅲ16#NAME?7.5+0.25+0.2-2*0.03+15*0.016*2#NAME?2211支座钢筋Ⅲ20#NAME?0.6-0.03+15
6、*0.02+(7.5-0.35-0.2)#NAME?2221支座钢筋Ⅲ18#NAME?0.4-0.03+15*0.018+(7.5-0.35-0.2)#NAME?2231箍筋加密Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?(1.5*0.6/0.1+1)*2/0.15-1/3/3241箍筋非加密Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?(7.5-0.35-0.25-1.5*0.6*2)/0.15-1251附加
7、箍筋Ⅰ8#NAME?(0.25+0.6)*2-8*0.03+31.8*0.008#NAME?6序号项目名称构件个数部位筋号钢筋型号单根工程量单根长度计算公式根数根数计算公式261构造钢筋Ⅰ12#NAME?7.5-0.35-0.2+2*12*0.012#NAME?4271拉筋Ⅰ8#NAME?0.25-2*0.03+25.8*0.008#NAME?(7.5-0.35-0.2)/0.3*228L2(2)250x40013.00标高上部通长Ⅲ14#NAME?7.5+0.25-2*0.03+2*15*0.
8、014#NAME?3291下部筋Ⅲ20#NAME?7.5+0.25-2*0.03+2*15*0.014#NAME?3301箍筋Ⅰ8#NAME?(0.25+0.4)*2-8*0.03+31.8*0.008#NAME?(7.5-0.25*2)/0.2+1311附加箍筋Ⅰ8#NAME?(0.25+0.4)*2-8*0.03+31.8*0.008#NAME?1232L3(2)250x40013.00标高上部通长Ⅲ20#NAME?7.5+0.25-2*0.03+2*15*0.014#NAME?3331下部
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