电力工作井计算表

数量内侧宽度内侧长度砖砌墙体厚度顶板洞口长度排管洞口高度排管洞口宽度人工铺助挖土圈梁高度外侧宽度外侧长度基础宽度基础长度砖墙高度外侧高度内侧高度砖墙长度挖土深度湿土深度顶板砼顶板木模压顶砼压顶木模井座高度顶板洞口宽度￠10内钢筋￠10外钢筋放坡系数工作面宽度砼垫层厚度砼及块石基础32.530.3720.691.30.20.493.243.743.443.941.21.691.34112.411.411.47511.860.1681.2120.15182.99120.50.80.070.2编号单位合计M31-9M31-34M31-68换M31-60M31-57换M31-347M31-57M31-87M36-224M36-229M36-625M36-676换M36-608M31-383M36-1044M26-1056M26-1078M26-1064M21-385M26-1124㎏6-1125㎏6-231换M36-237M21-297M28-457根8-460M8-473系统6-252套2.71122.3201.0004.22046.330911.9951.00018.5904.0003.00012.6053.00033.99755.77012.00066.96012.661138.9903.63612.605每座工程量79.1792735.9860.5053.10013.28423.67635.5774.202248.700V42*(L4+M4)*AD411.8591.21282.9000.1681.0334.4287.892237.538(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合计工程量工程量计算式AB6-AB14挖掘机挖土装车(三类土)自卸汽车运土方(运距16KM以内)(L4+AB4*H4+AC4)*(M4+AB4*H4+AC4)*H4+(AB4^2*H4^3)/3人工汽车装土MGJ2530(4号复合井盖)工程量自动计算书数据调正区数据自动更正区4.202挖干湿土(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/338.19958.0908.132人工铺助挖土63.269AB6-AB1421.09021.09063.269L4*M4*AE424.0932.8460.949挖掘机挖土不装车(机械挖三类湿土)101.990(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/3干铺块石垫层湿土排水114.596挖掘机挖土不装车(三类土)72.279AB6-(AB10+AB11)机械槽、坑填土夯实174.269(AB6-(L4*M4*(AD4+AE4+AE4)+J4*K4*(O4+X4)))*1.15C25砼现浇现拌异型环梁(圈梁)4.06612.1981.475Q4*D4*I4L4*M4*AE4T45.9834.4251.994C15砼现浇现拌垫层C25砼现浇现拌顶板L4*M4*AD4现浇构件钢筋(圆钢)直径￠10MM以内2*(L4+M4)*AE42*(B4+C4)*0.14+2*(J4+K4)*I4C25砼现浇现拌压顶现浇砼异型环梁(圈梁)木模现浇砼基础垫层木模C25砼现浇现拌底板(基础)W4现浇构件钢筋(螺纹钢)直径￠10MM以外U4现浇砼底板(基础)木模现浇砼顶板木模现浇砼压顶木模接地母线敷设2*(L4+M4)+2*(D4+0.63)+2*(F4+F4+G4+0.1)1角钢接地极制作安装普通Z4AA4砖墙井防水砂浆内外侧抹灰砖墙井M5防水砂浆砖砌墙Q4*N4*D4-2*F4*G4*D4Q4*(O4+P4)+B4*C4+(B4*C4-2)1Q4*O44单排钢管脚手架(4m内)复合井盖安装独立接地装置调试6根接地极内数量内侧宽度内侧长度砖砌墙体厚度顶板洞口长度排管洞口高度排管洞口宽度人工铺助挖土圈梁高度外侧宽度外侧长度基础宽度基础长度砖墙高度外侧高度内侧高度砖墙长度挖土深度湿土深度顶板砼顶板木模压顶砼压顶木模井座高度顶板洞口宽度￠10内钢筋￠10外钢筋放坡系数工作面宽度砼垫层厚度砼及块石基础722.50.3720.651.080.20.482.743.242.943.441.451.931.5991.930.930.7756.2310.1681.2120.15173.258616.320.50.60.070.2编号单位合计M31-9M31-34M31-68换M31-60M31-57换M31-347M31-57M31-87M36-224M36-229M36-625M36-676换M36-608M31-383M36-1044M26-1056M26-1078M26-1064M21-385M26-1124㎏6-1125㎏6-231换M36-237M21-297M28-457根8-460M8-473系统6-252套复合井盖安装11.0007.000接地母线敷设2*(L4+M4)+2*(D4+0.63)+2*(F4+F4+G4+0.1)19.720138.040独立接地装置调试6根接地极内11.0007.000单排钢管脚手架(4m内)Q4*O417.370121.590角钢接地极制作安装普通44.00028.000砖墙井M5防水砂浆砖砌墙Q4*N4*D4-2*F4*G4*D44.30930.163砖墙井防水砂浆内外侧抹灰Q4*(O4+P4)+B4*C4+(B4*C4-2)39.680277.760现浇构件钢筋(圆钢)直径￠10MM以内Z473.258512.805现浇构件钢筋(螺纹钢)直径￠10MM以外AA4616.3164314.211现浇砼顶板木模U46.23143.617现浇砼压顶木模W41.2128.484现浇砼底板(基础)木模2*(L4+M4)*AE43.82826.796现浇砼异型环梁(圈梁)木模2*(B4+C4)*0.14+2*(J4+K4)*I46.63246.424C25砼现浇现拌压顶V40.1681.178现浇砼基础垫层木模2*(L4+M4)*AD40.8936.252C25砼现浇现拌异型环梁(圈梁)Q4*D4*I41.59811.189C25砼现浇现拌顶板T40.7755.425C15砼现浇现拌垫层L4*M4*AD40.7084.956C25砼现浇现拌底板(基础)L4*M4*AE43.03421.239机械槽、坑填土夯实(AB6-(L4*M4*(AD4+AE4+AE4)+J4*K4*(O4+X4)))*1.1524.032168.221干铺块石垫层L4*M4*AE42.02314.159湿土排水(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/316.847117.926挖掘机挖土不装车(三类土)AB6-(AB10+AB11)10.20071.397挖掘机挖土装车(三类土)AB6-AB1420.084140.590挖掘机挖土不装车(机械挖三类湿土)(L4+AB4*S4+AC4)*(M4+AB4*S4+AC4)*S4+(AB4^2*S4^3)/313.83296.824人工汽车装土(L4+AB4*H4+AC4)*(M4+AB4*H4+AC4)*H4+(AB4^2*H4^3)/33.01521.102自卸汽车运土方(运距16KM以内)AB6-AB1420.084140.590挖干湿土(L4+AB4*R4+AC4)*(M4+AB4*R4+AC4)*R4+(AB4^2*R4^3)/344.116308.811人工铺助挖土(L4+AB4*H4+AC4)*(M4+AB4*H4+AC4)*H4+(AB4^2*H4^3)/33.01521.102MGJ2025(4号复合井盖)工程量自动计算书数据调正区数据自动更正区工程量计算式每座工程量合计工程量