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第第页共26页施工员:质检员:监理工程师:建设单位代表:水泥土搅拌桩施工记录表工程名称:汕头市潮阳区谷饶涝区官田坑(大坑桥~省道段)综合治理工程桩号开始时间结束时间桩径(m)地面高程(m)有效桩长(m)桩底高程(m)施工桩长(m)水灰比水泥浆体积(m3)水泥用量(kg)水泥品种及等级施工时间(min)喷浆时间(min)下沉速度(cm/min)泥浆比重(kg/m3)12020/9/166:372020/9/167:110.53.218.87-6.379.60.50.47562.8P.O42.53434113175622020/9/167:122020/9/167:460.53.168.87-6.379.50.50.47559.2P.O42.53434112176132020/9/167:482020/9/168:230.53.188.87-6.379.60.50.47565.2P.O42.53535109175742020/9/168:242020/9/169:000.53.148.87-6.379.50.50.47560.4P.O42.53636106178952020/9/169:022020/9/169:370.53.188.87-6.379.60.50.47562.8P.O42.53535109176962020/9/169:392020/9/1610:130.53.168.87-6.379.50.50.47565.2P.O42.53434112179972020/9/1610:142020/9/1610:480.53.208.87-6.379.60.50.47560.4P.O42.53434113175382020/9/1610:502020/9/1611:250.53.178.87-6.379.50.50.47562.8P.O42.53535109178792020/9/1611:262020/9/1612:000.53.228.87-6.379.60.50.47561.6P.O42.534341131749102020/9/1612:022020/9/1612:380.53.148.87-6.379.50.50.47560.4P.O42.536361061787112020/9/1612:392020/9/1613:130.53.148.87-6.379.50.50.47561.6P.O42.534341121735122020/9/1613:152020/9/1613:490.53.148.87-6.379.50.50.47560.4P.O42.534341121781132020/9/1613:502020/9/1614:240.53.208.87-6.379.60.50.47564P.O42.534341131741142020/9/1614:262020/9/1615:020.53.148.87-6.379.50.50.47560.4P.O42.536361061756152020/9/1615:042020/9/1615:390.53.228.87-6.379.60.50.47564P.O42.535351101771162020/9/1615:402020/9/1616:150.53.188.87-6.379.60.50.47561.6P.O42.535351091796172020/9/1616:172020/9/1616:530.53.148.87-6.379.50.50.47561.6P.O42.536361061749182020/9/1616:542020/9/1617:300.53.228.87-6.379.60.50.47561.6P.O42.536361071778192020/9/1617:322020/9/1618:060.53.138.87-6.379.50.50.47561.6P.O42.534341121727202020/9/1618:072020/9/1618:420.53.228.87-6.379.60.50.47566.4P.O42.535351101786212020/9/1618:442020/9/1619:180.53.168.87-6.379.50.50.47559.2P.O42.534341121743222020/9/1619:202020/9/1619:560.53.178.87-6.379.50.50.47560.4P.O42.536361061756232020/9/1619:572020/9/1620:310.53.188.87-6.379.60.50.47565.2P.O42.534341121749施工区域或里程:K0+175~K0+275左岸桩顶高程:2.50m桩基编号:1#桩机水泥土搅拌桩施工记录表工程名称:汕头市潮阳区谷饶涝区官田坑(大坑桥~省道段)综合治理工程桩号开始时间结束时间桩径(m)地面高程(m)有效桩长(m)桩底高程(m)施工桩长(m)水灰比水泥浆体积(m3)水泥用量(kg)水泥品种及等级施工时间(min)喷浆时间(min)下沉速度(cm/min)泥浆比重(kg/m3)242020/9/176:432020/9/177:180.53.158.87-6.379.50.50.47562.8P.O42.535351091750252020/9/177:192020/9/177:550.53.198.87-6.379.60.50.47559.2P.O42.536361061766262020/9/177:572020/9/178:310.53.168.87-6.379.50.50.47562.8P.O42.534341121779272020/9/178:322020/9/179:080.53.228.87-6.379.60.50.47565.2P.O42.536361071761282020/9/179:102020/9/179:460.53.198.87-6.379.60.50.48572.4P.O42.536361061757292020/9/179:472020/9/1710:230.53.198.87-6.379.60.50.47560.4P.O42.536361061784302020/9/1710:252020/9/1711:000.53.198.87-6.379.60.50.47560.4P.O42.535351091749312020/9/1711:022020/9/1711:380.53.228.87-6.379.60.50.47565.2P.O42.536361071781322020/9/1713:052020/9/1713:390.53.138.87-6.379.50.50.47561.6P.O42.534341121757332020/9/1713:402020/9/1714:140.53.168.87-6.379.50.50.47565.2P.O42.534341121774342020/9/1714:162020/9/1714:510.53.228.87-6.379.60.50.47564P.O42.535351101743352020/9/1714:522020/9/1715:260.53.168.87-6.379.50.50.47561.6P.O42.534341121763362020/9/1715:282020/9/1716:040.53.138.87-6.379.50.50.47558P.O42.536361061773372020/9/1716:052020/9/1716:390.53.208.87-6.379.60.50.47566.4P.O42.534341131790382020/9/1716:412020/9/1717:160.53.218.87-6.379.60.50.47565.2P.O42.535351091769392020/9/1717:172020/9/1717:510.53.188.87-6.379.60.50.47560.4P.O42.534341121791402020/9/1718:282020/9/1719:040.53.228.87-6.379.60.50.47566.4P.O42.536361071747412020/9/1719:062020/9/1719:410.53.198.87-6.379.60.50.47561.6P.O42.535351091784422020/9/1719:432020/9/1720:180.53.208.87-6.379.60.50.47564P.O42.535351091737432020/9/1720:192020/9/1720:540.53.158.87-6.379.50.50.47561.6P.O42.535351091785442020/9/1720:562020/9/1721:300.53.168.87-6.379.50.50.47562.8P.O42.534341121742452020/9/1721:312020/9/1722:060.53.168.87-6.379.50.50.47560.4P.O42.535351091755施工区域或里程:K0+175~K0+275左岸桩顶高程:2.50m桩基编号:1#桩机水泥土搅拌桩施工记录表工程名称:汕头市潮阳区谷饶涝区官田坑(大坑桥~省道段)综合治理工程桩号开始时间结束时间桩径(m)地面高程(m)有效桩长(m)桩底高程(m)施工桩长(m)水灰比水泥浆体积(m3)水泥用量(kg)水泥品种及等级施工时间(min)喷浆时间(min)下沉速度(cm/min)泥浆比重(kg/m3)462020/9/186:302020/9/187:060.53.148.87-6.379.50.50.47560.4P.O42.536361061759472020/9/187:072020/9/187:430.53.228.87-6.379.60.50.47566.4P.O42.536361071762482020/9/187:452020/9/188:210.53.138.87-6.379.50.50.47561.6P.O42.536361061761492020/9/188:222020/9/188:570.53.138.87-6.379.50.50.47561.6P.O42.535351091752502020/9/188:592020/9/189:330.53.168.87-6.379.50.50.47562.8P.O42.534341121771512020/9/189:342020/9/1810:080.53.138.87-6.379.50.50.47562.8P.O42.534341121783522020/9/1810:102020/9/1810:460.53.138.87-6.379.50.50.47561.6P.O42.536361061754532020/9/1810:482020/9/1811:230.53.148.87-6.379.50.50.47562.8P.O42.535351091778542020/9/1812:592020/9/1813:340.53.228.87-6.379.60.50.47565.2P.O42.535351101760552020/9/1813:352020/9/1814:110.53.138.87-6.379.50.50.47562.8P.O42.536361061784562020/9/1814:132020/9/1814:480.53.138.87-6.379.50.50.47560.4P.O42.535351091745572020/9/1814:492020/9/1815:250.53.158.87-6.379.50.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