1、桩桩基基设设计计图图工程名称：*旧村改造B栋住宅楼（桩基工程部分）总数128充盈系数1.15保护层50钢筋搭接8L20d工工程程桩桩1 1试试桩桩锚锚桩桩根数123根数1根数4商品砼C35超打600商品砼C40超打600商品砼C40超打600（桩顶标高）（桩顶标高）（桩顶标高）1414490-5.55014141000-5.55012251800-5.550（主纵筋）（主纵筋）（主纵筋）3500100外旋箍筋3500100外旋箍筋3500100外旋箍筋加密区加密区加密区888-9.050-9.050-9.050142000142000142000（内加强箍筋）（内加强箍筋）（内加强箍筋）1602、00200外旋箍筋16000200外旋箍筋16000200外旋箍筋122000普通区122000普通区122000普通区（桩径卡）8（桩径卡）8（桩径卡）84L=5504L=5504L=5501414-25.0501414-25.0501225-25.050714714122518500200外旋箍筋18500200外旋箍筋18500200外旋箍筋普通区普通区普通区888（主纵筋）（桩底标高）（主纵筋）（桩底标高）（主纵筋）（桩底标高）714-43.550714-43.5501225-43.5507003849038.0007003900038.0007003980038.000（笼长）（有效3、桩长）（笼长）（有效桩长）（笼长）（有效桩长）编制人：李鹏举2023/10/19-12:08桩桩基基工工程程工工程程量量计计算算表表工程名称：*旧村改造B栋住宅楼（桩基工程部分）序号项目名称规格规格 单位 桩数单桩量工程量计算式砼按标号分类消耗量钢筋按直径分类重量C35C40C45小计8121425小计1旋挖钻机成孔M31281901.441827.17+14.86+59.42(1)工程桩700L38M700M312314.861827.17123*0.25*0.7*0.7*(38+0.6)(2)试桩700L38M700M3114.8614.861*0.25*0.7*0.7*(38+0.6)(4、3)锚桩700L38M700M3414.8659.424*0.25*0.7*0.7*(38+0.6)2商品砼M32186.892101.24+17.08+68.33+0.232101.2485.420.232186.89(1)商品砼C35 工程桩商品砼C35C35M312317.082101.24123*0.25*0.7*0.7*(-5.55)-(-43.55)+0.6*1.152101.240.000.002101.24(2)商品砼C40 试桩商品砼C40C40M3117.0817.081*0.25*0.7*0.7*(-5.55)-(-43.55)+0.6*1.150.0017.080.005、17.08(3)商品砼C40 锚桩商品砼C40C40M3417.0868.334*0.25*0.7*0.7*(-5.55)-(-43.55)+0.6*1.150.0068.330.0068.33(4)商品砼C45 试桩桩头商品砼C45C45M310.230.231*0.25*0.7*0.7*0.60.000.000.230.233钢筋笼T128102.58053.95Kg/M320.0645.00169.7847.731102.580工程桩1T1230.75793.09150.95Kg/M319.2804.80669.0050.00093.091(1)主纵筋14/71414T1230.50966、2.5727*0.49+38+4*0.28+(14-7)*0.49+19.5+2*0.28*1.208*123/10000.0000.00062.5720.00062.572(2)內箍螺旋筋8200/1008T1230.15719.280SQRT(*0.6*0.6+0.2*0.2)*(1+34500/200)+SQRT(*0.6*0.6+0.1*0.1)*(1+3500/100)*0.395*123/100019.2800.0000.0000.00019.280(3)外加强箍筋14200014T1230.0526.434(3.14*0.6+0.28)*1.208*1+(-5.55)-(-43.7、55)/2.000*123/10000.0000.0006.4340.0006.434(4)定位钢筋412200012T1230.0394.8064*0.55*0.888*1+(-5.55)-(-43.55)/2.000*123/10000.0004.8060.0000.0004.806试桩T10.7650.76551.53Kg/M30.1570.0390.5700.0000.765(1)主纵筋14/71414T10.5170.5177*1+38+4*0.28+(14-7)*1+19.5+2*0.28*1.208*1/10000.0000.0000.5170.0000.517(2)內箍螺旋筋88、200/1008T10.1570.157SQRT(*0.6*0.6+0.2*0.2)*(1+34500/200)+SQRT(*0.6*0.6+0.1*0.1)*(1+3500/100)*0.395*1/10000.1570.0000.0000.0000.157(3)外加强箍筋14200014T10.0520.052(3.14*0.6+0.28)*1.208*1+(-5.55)-(-43.55)*/2.000*1/10000.0000.0000.0520.0000.052(4)定位钢筋412200012T10.0390.0394*0.55*0.888*1+(-5.55)-(-43.55)/2.09、00*1/10000.0000.0390.0000.0000.039锚桩T42.1818.723146.8Kg/M30.6270.1560.2097.7318.723(1)主纵筋12/122525T41.9337.73112*1.8+38+4*0.5+(12-12)*1.8+19.5+2*0.5*3.853*4/10000.0000.0000.0007.7317.731(2)內箍螺旋筋8200/1008T40.1570.627SQRT(*0.6*0.6+0.2*0.2)*(1+34500/200)+SQRT(*0.6*0.6+0.1*0.1)*(1+3500/100)*0.395*4/100010、0.6270.0000.0000.0000.627(3)外加强箍筋14200014T40.0520.209(3.14*0.6+0.28)*1.208*1+(-5.55)-(-43.55)/2.000*4/10000.0000.0000.2090.0000.209(4)定位钢筋412200012T40.0390.1564*0.55*0.888*1+(-5.55)-(-43.55)/2.000*4/10000.0000.1560.0000.0000.1564凿桩头M31280.23090729.565泥渣外运5kmM31901.446人工挖土方(挖深在)2m以内(人工*1.5)2m以内M3945.007装载机装土M3945.008自卸汽车运土方 5km内5kmM3945.009钻机成孔灌注桩场外运输和安拆费 25km以内台次1 编制人：李鹏举第 2 页，共 3 页2023/10/19-12:08工工程程量量计计算算书书项项目目名名称称:*旧村改造B栋住宅楼(桩基工程部分)工工程程地地点点:建建设设单单位位:设设计计单单位位:*建筑设计有限责任公司施施工工单单位位:编编制制日日期期: