构造柱

二~17+1层 （二~17+1层）构造柱 序号 构件名称 图元位置 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 量计算式 1 GZ1 体积=4.92m3 L轴+600/2线 (0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m3 0.624 L轴+600/5线 (0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m3 0.624 E轴/1线 (0.2*0.2*3+(0.06/2*0.2*3*1))*4=0.552m3 0.552 E轴/4线 (0.2*0.2*3+(0.06/2*0.2*3*3))*4=0.696m4 0.696 E轴/6线+300 (0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m3 0.624 D轴-2100/4线 （0.2*0.2*3+(0.06/2*0.2*3*2)）*4=0.624m3 0.624 D轴-2100/6线+900 （0.2*0.2*3+(0.06/2*0.2*3*2)）*4=0.624m3 0.624 A轴-600/6线 (0.2*0.2*3+(0.06/2*0.2*3*1))*4=0.552m3 0.552 B轴+3300/9线 （0.2*0.2*3+(0.06/2*0.2*3*2)）*4=0.624m3 0.624 2 GZa 体积=3.11m3 L轴+625/3线+840 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 L轴+625/4线-760 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 L轴+625/7线-840 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 L轴+625/7线+400 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 E轴/3线-400 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 E轴/3线+100 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 E轴/7线+1400 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 C轴+1560/4线-25 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 A轴-625/7线+740 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=3024m3 0.3024 A轴-625/7线-840 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 A轴-625/9线-640 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 3 GZb 体积=4.446m3 L轴/3线+875 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 L轴/4线+775 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 L轴/7线-925 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 L轴/7线+425 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 F轴/3线-325 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 F轴/3线+925 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 F轴/7线-1325 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 C轴+1575/5线 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3))*4=0.486m3 0.486 A轴/9线-625 (0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3*2))*4=0.558m3 0.558 小计 体积=13.1m3&L&22&"宋体,加粗"&9工程名称：中冶.兴港华府二期13#楼&C&"宋体,加粗"&14清单工程量&R&22&"宋体,加粗"&9&L&L&9&C&C&"宋体,加粗"&9第&P页共&N页&R&R&9屋面层 女儿墙构造柱 序号 构件名称 工程量计算式 1 GZa 体积=1.685m3 L轴+625/3线+840 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=0.3024m3 0.3024 L轴+625/4线-760 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 L轴+625/7线-840 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 L轴+625/7线+400 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=0.3024m3 0.3024 C轴+1560/4线-25 (0.12*0.15*3+(0.06/2*0.12*3*2))*4=0.3024m3 0.3024 A轴-625/7线+740 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 A轴-625/7线-840 (0.12*0.15*3+(0.06/2*0.12*3))*4=0.2592m3 0.2592 2 GZb 体积=4.032m3 L轴/3线+875 (0.15*0.2*3+（0.06/2*0.2*3*2))*4=0.504m3 0.504 L轴/4线+775 (0.15*0.2*3+（0.06/2*0.2*3*2))*4=0.504m3 0.504 L轴/7线-925 (0.15*0.2*3+（0.06/2*0.2*3*2))*4=0.504m3 0.504 L轴/7线+425 (0.15*0.2*3+（0.06/2*0.2*3*2))*4=0.504m3 0.504 C轴+1575/5线 (0.15*0.2*3+（0.06/2*0.2*3*2))*4=0.504m3 0.504 A轴/7线+760 (0.15*0.2*3+(0.06/2*0.2*3*2))*4=0.504m3 0.504 A轴/7线-840 (0.15*0.2*3+(0.06/2*0.2*3*2))*4=0.504m3 0.504 A轴/9线-625 (0.15*0.2*3+(0.06/2*0.2*3*2))*4=0.504m3 0.504 3 GZ4 体积=2.363m3 L轴+600/2线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*2))*4=0.173m3 0.1728 K轴+600/17线 (0.24*0.24*0.6+(0.06/2*0.24*0.6))*2=0.078m3 0.07776 H轴/1线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*3))*4=0.19m3 0.19008 H轴/2线+1000 (0.24*0.24*0.6+(0.06/2*0.24*0.6*4))*4=0.207m3 0.20736 E轴/1线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*2))*4=0.173m3 0.713 E轴/2线+1000 (0.24*0.24*0.6+(0.06/2*0.24*0.6*3))*4=0.19m3 0.19 E轴/5线-600 (0.24*0.24*0.6+(0.06/2*0.24*0.6*4))*4=0.207m3 0.207 D轴/4线+2000 (0.24*0.24*0.6+(0.06/2*0.24*0.6))*4=0.156m3 0.15552 D轴-2100/4线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*3))*4=0.19m3 0.19 B轴+2850/7线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*2))*4=0.173m3 0.173 B轴+2850/9线 (0.24*0.24*0.6+(0.06/2*0.24*0.6*2))*2=0.086m3 0.0864 序号 构件名称 工程量计算式 4 GZ4 体积=3m3 L轴+600/2线+2400 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 L轴+600/5线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 L轴+600/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 L轴+600/8线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 H轴+2700/2线+2400 (0.24*0.24*0.9+(0.06/2*0.24*0.9*3))*4=0.285m3 0.28512 H轴/2线+2400 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 D轴/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 D轴/9线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*2=0.130m3 0.1296 D轴-3300/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 B轴/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 A轴-600/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 A轴-600/7线 (0.24*0.24*0.9+(0.06/2*0.24*0.9*2))*4=0.259m3 0.259 小计 体积=11.343m3