钻孔桩水下混凝土灌注记录(自动生成)

日期：2017年6月18日施工单位ZZ123桩编号桩设计直径1.5m设计桩底标高（m）-18.224-19.527护筒顶标高（m）77.9混凝土强度等级（MPa）水泥品种等级P.O42.5坍落度（mm）200节数长度（m）本次数量（m3）累次数量（m3）钢筋位置情况、孔内情况、停灌原因、停灌时间、事故原因和处理等重要记事。82.484.048.953.460.166.570.877.99.914.620.324.831.037.343.64.37.14.51.66.46.35.34.56.76.49.94.85.74.56.13333371.53333333312111111111111115.212.29.26.233.230.227.224.221.218.2护筒顶至导管下口深度（m）46.745.242.239.236.215.612.310.06.33.93.134.130.927.624.321.519.1护筒顶至混凝土面深度（m）47.241.639.536.510:208:449:009:169:329:4810:047:087:247:407:568:128:28导管拆除数量实灌混凝土数量时间6:216:366:52灌注前孔底标高（m）27.654钢筋骨架标高（m）25.976计算混凝土方量（m3）C30水下钻孔桩水下混凝土灌注记录编号：施表14工程名称墩台编号1#日期：2017年6月18日施工单位ZZ123桩编号桩设计直径1.5m设计桩底标高（m）-18.224-19.527护筒顶标高（m）77.9混凝土强度等级（MPa）水泥品种等级P.O42.5坍落度（mm）200节数长度（m）本次数量（m3）累次数量（m3）钢筋位置情况、孔内情况、停灌原因、停灌时间、事故原因和处理等重要记事。护筒顶至导管下口深度（m）护筒顶至混凝土面深度（m）导管拆除数量实灌混凝土数量时间灌注前孔底标高（m）27.654钢筋骨架标高（m）25.976计算混凝土方量（m3）C30水下钻孔桩水下混凝土灌注记录编号：施表14工程名称墩台编号1#施工技术负责人：记录：说明：1、按F9、Del数据可随机变化；2、导管每节长3米，第一节及最后一节长根据具体情况确定；3、假设水面比护筒面低1.0米,用于计算Hw；4、首批混凝土数量计算:H1=0.4mHw=44.781mD=1.5mH2=1m桩长=43md=0.3mV首≥9.51超钻超灌长=1.1m需灌注长度:44.10需灌注混凝土量77.93h1=Hwrw/rc99.51开始时间:6:21V≥πD2/4(H1+H2)+πd2/4h1H2——导管首次埋置深度≥1mrw——混凝土重度，取值于24.0kN/m3；rc——泥浆重度，取值于10.3～11.0kN/m3之间；H1——桩孔底至导管底端间距,一般为0.4m#VALUE!2.212.952.320.16#VALUE!#VALUE!2.672.952.722.102.612.95拔后导管埋深3.632.732.732.102.333333333需拔导管长度1.533333335.323.16#VALUE!#VALUE!#VALUE!#VALUE!5.725.105.615.955.215.95拔前导管埋深5.135.735.735.105.335.675.95#VALUE!40.8943.2644.10#VALUE!#VALUE!#VALUE!22.8925.6628.0431.5534.8937.15累计混凝土灌注高度5.577.6710.6713.0416.2719.61#VALUE!#VALUE!2.263.732.380.84#VALUE!#VALUE!3.343.282.772.383.513.34本次混凝土灌注高度5.572.093.002.383.23HWH2H1完成时间:10:20实灌混凝土方量：84m3埋深变异系数：0.1+V：13945005493h1说明：1、按F9、Del数据可随机变化；2、导管每节长3米，第一节及最后一节长根据具体情况确定；3、假设水面比护筒面低1.0米,用于计算Hw；4、首批混凝土数量计算:H1=0.4mHw=44.781mD=1.5mH2=1m桩长=43md=0.3mV首≥9.51超钻超灌长=1.1m需灌注长度:44.10需灌注混凝土量77.93h1=Hwrw/rc99.51开始时间:6:21拔后导管埋深需拔导管长度拔前导管埋深累计混凝土灌注高度本次混凝土灌注高度7、淡紫色区域需手动填入；5、改变埋深变异系数会使插入深度增大，一般情况下不用改变；6、右侧表格中车累积量的出现意味着每车灌完是检孔的最佳时间；#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!1.484.206.205.904.006.604.20本次灌注数量9.853.705.304.205.705.905.804.9076.4577.9345.3549.5555.7561.6565.6572.25汇总9.8513.5518.8523.0528.7534.6540.4577.93最后一次灌注量49.5555.7561.6565.6572.2576.45去掉大于灌注量13.5518.8523.0528.7534.6540.4545.35需拔管的车累积量8496606072728484车累积数2424363636484872.3577.6582.9588.2540.5445.8451.1456.4461.7467.05灌注累积基数13.8519.3324.6329.9435.2482.7587.23#VALUE!#VALUE!#VALUE!49.5555.7561.6565.6572.2576.45累计数量1.013.5518.8523.0528.7534.6540.4545.350.3042008580.8803708240.4396394810.5571708720.3014735580.5323949120.702950710.0090231850.5833413850.9779965830.2352233530.999925476随机数据0≤随机量≤0.7376876870.7296691770.0337405910.3498033520.6625965630.957809189#VALUE!2.212.952.32#VALUE!#VALUE!#VALUE!2.672.952.722.102.612.95拔后导管埋深3.632.732.732.102.330.16#VALUE!#VALUE!#VALUE!#VALUE!2.102.612.952.212.952.32灌注后导管口与混凝土顶面距离2.732.732.102.332.672.952.72本次灌注数量汇总最后一次灌注量去掉大于灌注量需拔管的车累积量车累积数灌注累积基数累计数量随机数据拔后导管埋深灌注后导管口与混凝土顶面距离#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!0.2038997740.8898808360.7840737960.1403748640.7446558360.2660361750.9018679740.4881663050.0770556160.9692553070.2576653790.3172699640.6099097350.532394912#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!