鉆孔樁水下混凝土灌注記錄(自動生成)

日期：2017年6月18日工程名稱墩臺編號ZZ123灌注前孔底標(biāo)高（m）-19.527計算混凝土方量（m3）77.9

鉆孔樁水下混凝土灌注記錄編號：施表14施工單位樁編號1#樁設(shè)計直徑1.5m設(shè)計樁底標(biāo)高-18.224（m）護(hù)筒頂標(biāo)高27.654鋼筋骨架標(biāo)高（m）25.976（m）混凝土強(qiáng)度等級C30水下水泥品種等級P.O42.5坍落度（mm）200（MPa）護(hù)筒頂至混護(hù)筒頂至導(dǎo)時間凝土面深度管下口深度（m）（m）6:2147.246.86:3641.545.36:5240.142.37:0836.539.37:2433.836.37:4030.633.37:5627.330.38:1224.727.38:2821.324.38:4419.121.39:0015.918.39:1612.415.39:329.812.39:487.29.310:044.26.310:203.1

導(dǎo)管拆除數(shù)量實灌混凝土數(shù)量節(jié)數(shù)長度（m）本次數(shù)量累次數(shù)量（m3）（m3）11.510.110.1133.413.5136.820.3135.225.4136.131.6136.337.8135.142.9136.549.4134.153.5136.059.5136.766.2135.171.2135.076.2135.781.9272.184.0

鋼筋位置情況、孔內(nèi)情況、停灌原因、停灌時間、事故原因和處理等重要記事。鉆孔樁水下混凝土灌注記錄日期：2017年6月18日編號：施表14工程名稱施工單位墩臺編號ZZ123樁編號1#樁設(shè)計直徑1.5m設(shè)計樁底標(biāo)高-18.224（m）灌注前孔底標(biāo)高（m）-19.527計算混凝土方量（m3）77.9

護(hù)筒頂標(biāo)高m）混凝土強(qiáng)度等級MPa）

27.654鋼筋骨架標(biāo)高（m）25.976C30水下水泥品種等級P.O42.5坍落度（mm）200時間護(hù)筒頂至混護(hù)筒頂至導(dǎo)導(dǎo)管拆除數(shù)量實灌混凝土數(shù)量鋼筋位置情況、孔內(nèi)情況、停灌原因、停凝土面深度管下口深度節(jié)數(shù)長度（m）本次數(shù)量累次數(shù)量灌時間、事故原因和處理等重要記事。（m）（m）3）3）（m（m施工技術(shù)負(fù)責(zé)人： 記錄：說明：1、按F9、Del數(shù)據(jù)可隨機(jī)變化；、導(dǎo)管每節(jié)長3米，第一節(jié)及最后一節(jié)長根據(jù)具體情況確定；、假設(shè)水面比護(hù)筒面低1.0米,用于計算Hw；、首批混凝土數(shù)量計算:H1=0.4mHw=44.781mD=1.5mH2=1m樁長=43md=0.3mV首≥9.51超鉆超灌長=1.1mh1=Hwrw/rc99.51開始時間:6:21完成時間:10:20實灌混凝土方量：84m3埋深變異系數(shù)：0.1+VWh1H2H1V≥πD2/4(H1+H2)+πd2/4h1H1 ——樁孔底至導(dǎo)管底端間距 ,一般為0.4mH2 ——導(dǎo)管首次埋置深度≥ 1mr w——混凝土重度，取值于 24.0kN/m3；r c——泥漿重度，取值于10.3～11.0kN/m3之間；

需灌注長度:44.10需灌注混凝土量本次混凝土累計混凝土拔前導(dǎo)管埋深需拔灌注高度灌注高度導(dǎo)管長度5.725.725.291.51.367.075.1433.5710.645.7132.7213.355.4233.2316.585.6533.2819.865.9332.6622.525.5933.4025.925.9932.1528.075.1433.1731.245.3133.5134.755.8232.6637.405.4732.6040.015.0833.0043.015.0831.0944.103.173#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!

77.93拔后導(dǎo)管埋深3.792.142.712.422.652.932.592.992.142.312.822.472.082.080.17#VALUE!#VALUE!#VALUE!說明：1、按F9、Del數(shù)據(jù)可隨機(jī)變化；、導(dǎo)管每節(jié)長3米，第一節(jié)及最后一節(jié)長根據(jù)具體情況確定；、假設(shè)水面比護(hù)筒面低1.0米,用于計算Hw；、首批混凝土數(shù)量計算:H1=0.4mHw=44.781mD=1.5mH2=1m樁長=43md=0.3mV首≥9.51超鉆超灌長=1.1mh1=Hwrw/rc99.51開始時間:6:21、改變埋深變異系數(shù)會使插入深度增大，一般情況下不用改變；、右側(cè)表格中車?yán)鄯e量的出現(xiàn)意味著每車灌完是檢孔的最佳時間；、淡紫色區(qū)域需手動填入；

需灌注長度:44.10本次混凝土累計混凝土拔前導(dǎo)管埋深灌注高度灌注高度#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!

需灌注混凝土量需 拔導(dǎo)管長度

77.93拔后導(dǎo)管埋深#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!灌注后導(dǎo)管口與隨機(jī)數(shù)據(jù)累計數(shù)量灌注累積基數(shù)需拔管的車去掉大于最后一次匯總本次灌注數(shù)拔后導(dǎo)管埋深車?yán)鄯e數(shù)灌注量灌注量量混凝土頂面距離累積量3.790≤隨機(jī)量≤1.010.110.10.12686223112.5014.102412.5012.502.402.142.140.68831357818.8019.312418.8018.806.302.712.710.40743209623.6024.623623.6023.604.802.422.420.66628231629.3029.923629.3029.305.702.652.650.93577068335.1035.223635.1035.105.802.932.930.58483681839.8040.524839.8039.804.702.592.590.97631608645.8045.824845.8045.806.002.992.990.11853789949.6051.126049.6049.603.802.142.140.28971010755.2056.426055.2055.205.602.312.310.81874698761.4061.737261.4061.406.202.822.820.49112918766.1067.037266.1066.104.702.472.470.09150747970.7072.338470.7070.704.602.082.080.09109547176.0077.638476.0076.005.302.082.080.08420810581.3082.938477.9377.931.930.17#VALUE!0.04991376586.6388.2396#VALUE!#VALUE!0.08712514#VALUE!#VALUE!#VALUE!0.453806243#VALUE!#VALUE!#VALUE!0.342884479#VALUE!#VALUE!灌注后導(dǎo)管口與拔后導(dǎo)管埋深隨機(jī)數(shù)據(jù)累計數(shù)量灌注累積基數(shù)車?yán)鄯e數(shù)需拔管的車去掉大于最后一次匯總本次灌注數(shù)混凝土頂面距離累積量灌注量灌注量量#VALUE!#VALUE!0.342884479#VALUE!#VALUE!0.630538414#VALUE!#VALUE!#VALUE!0.640623596#VALUE!#VALUE!#VALUE!0.323505704#VALUE!#VALUE!#VALUE!0.166811098#VALUE!#VALUE!#VALUE!0.596088134#VALUE!#VALUE!#VALUE!0.124816606#VALUE!#VALUE!#VALUE!0.605768965#VALUE!#VA