现浇及非标预制钢筋砼构件工程量计算表（含挖孔桩土石方）.xls

人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（查查表表计计算算）部位项目直径m桩长m数量挖孔土方深m 护壁厚m 护壁表量m3 护壁工程量m30.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00桩心表量m3桩心工程量m3 挖石方m3挖土方m3D10内内圆圆钢钢kg D6D8单根长m单根数合计单根长m0.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.00000人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（查查表表计计算算）0.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.00000D10以以上上圆圆钢钢kg D10D12D14单根数合计单根长m单根数合计单根长m单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10内内圆圆钢钢kg D8000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D16D18D20单根数合计单根长m单根数合计单根长m单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10以以上上圆圆钢钢kg D14000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D12螺螺纹纹纲纲D14螺螺纹纹纲纲D16单根数合计单根长m单根数合计单根长m单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D20000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲D18螺螺纹纹纲纲D20螺螺纹纹纲纲D22单根数合计单根长m单根数合计单根长m单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D16000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000护壁模板螺螺纹纹纲纲D24螺螺纹纹纲纲D25单根数合计单根长m单根数合计单根长m单根数合计m20000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲D22000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（近近似似计计算算）部位项目直径m桩长m数量扩大头大直径m 扩大头长h1m 扩大头帽高h2m 护壁厚m 挖石方深m 挖土方m3 挖石方m3 护壁m3桩心砼m3000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量注:桩心工程量计算公式中的护壁三角空间底边长以0表示,计算时需依据施工图的数据填入.D10内内圆圆钢钢kg D10以以上上圆圆钢钢kg D6D8D10D12D14D16单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m单根数合计单根长m 单根数00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量螺螺纹纹纲纲D18D20螺螺纹纹纲纲D12螺螺纹纹纲纲D14螺螺纹纹纲纲D16螺螺纹纹纲纲D18合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10以以上上圆圆钢钢kg 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量护壁模板螺螺纹纹纲纲D20螺螺纹纹纲纲D22螺螺纹纹纲纲D24螺螺纹纹纲纲D25单根数合计单根长m 单根数合计单根长m单根数合计单根长m单根数合计单根长m 单根数合计m2000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D18000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000现现浇浇钢钢筋筋砼砼有有梁梁式式筏筏板板基基础础工工程程量量计计算算表表部位项目底板长m 底板宽m底板厚m 底板增减体积m3（需计算）地梁宽m 地梁净高m地梁净长m 地梁数量 单位基础体积D10内内圆圆钢钢kg D6D8单根长m单根数合计单根长m单根数m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000现现浇浇钢钢筋筋砼砼有有梁梁式式筏筏板板基基础础工工程程量量计计算算表表m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000D10外外园园钢钢D10D12D14合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10内内圆圆钢钢kg 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D6D8D10单根长m 单根数合计单根长m单根数合计单根长m 单根数m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000D10外外园园钢钢螺螺纹纹钢钢D12D14D16D18D20螺螺纹纹D12合计单根长m 单根数合计单根长m 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