电力工作井计算表

MGJ2025(4号复合井盖)工程量自动计算书数据调正区数量7编号合计 1-91-341-68换1-601-57换1-3471-571-876-2246-2296-6256-676换6-6081-3836-10446-10566-10786-101-3856-11246-11256-231换6-2371-2978-4578-4608-4736-252挖干湿土人工铺助挖土人工汽车装土自卸汽车运土方(运距16KM以内)挖掘机挖土装车(三类土)挖掘机挖土不装车(机械挖三类湿土)湿土排水挖掘机挖土不装车(三类土)机械槽、坑填土夯实干铺块石垫层C15砼现浇现拌垫层C25砼现浇现拌底板(基础)C25砼现浇现拌异型环梁(圈梁)C25砼现浇现拌顶板C25砼现浇现拌压顶现浇砼基础垫层木模现浇砼底板(基础)木模现浇砼异型环梁(圈梁)木模现浇砼顶板木模现浇砼压顶木模现浇构件钢筋(圆钢)直径￠10MM以内现浇构件钢筋(螺纹钢)直径￠10MM以外砖墙井M5防水砂浆砖砌墙砖墙井防水砂浆内外侧抹灰单排钢管脚手架(4m内)角钢接地极制作安装 普通接地母线敷设接地装置调试 6根接地极内复合井盖安装内侧宽内侧长砖砌墙顶板洞排管洞排管洞人工铺圈梁度度体厚度口长度口高度口宽度助挖土高度22.50.3720.651.080.20.48外侧宽度2.74外侧长度3.24基础宽度2.94基础长度3.44砖墙高度1.45外侧高度1.93内侧高度1.59砖墙长度9挖土深度1.93数据自动更正区湿土深度0.93顶板砼顶板木模压顶砼压顶木模井座顶板洞￠10内￠10外放坡工作面砼垫层砼及块高度口宽度钢筋钢筋系数宽度厚度石基础173.258616.32单位M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M2M2M2M2M2㎏㎏M3M2M2根M系统套0.50.60.070.20.7756.2310.1681.2120.15工程量计算式(L4+AB4*R4+AC4)*(M4+AB4*R4+AC4)*R4+(AB4^2*R4^3)/3(L4+AB4*H4+AC4)*(M4+AB4*H4+AC4)*H4+(AB4^2*H4^3)/3(L4+AB4*H4+AC4)*(M4+AB4*H4+AC4)*H4+(AB4^2*H4^3)/3AB6-AB14AB6-AB14(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/3(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/3AB6-(AB10+AB11)(AB6-(L4*M4*(AD4+AE4+AE4)+J4*K4*(O4+X4)))*1.15L4*M4*AE4L4*M4*AD4L4*M4*AE4Q4*D4*I4T4V42*(L4+M4)*AD42*(L4+M4)*AE42*(B4+C4)*0.14+2*(J4+K4)*I4U4W4Z4AA4Q4*N4*D4-2*F4*G4*D4Q4*(O4+P4)+B4*C4+(B4*C4-2)Q4*O442*(L4+M4)+2*(D4+0.63)+2*(F4+F4+G4+0.1)11每座工程量44.1163.0153.01520.08420.08413.83216.84710.20024.0322.0230.7083.0341.5980.7750.1680.33.8286.6326.2311.21273.258616.31.30939.68017.3704.00019.7201.0001.000合计工程量308.81121.10221.102140.590140.59096.824117.92671.397168.22114.1594.95621.23911.15.4251.1786.25226.796.42443.6178.484512.8054314.21130.163277.760121.59028.000138.0407.0007.000