鉆孔樁水下混凝土灌注記錄(自動生成)1

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鉆孔樁水下混凝土灌注記錄,,,,,,,,,,說明：1、按F9、Del數(shù)據(jù)可隨機變化；,,,,,,,,,,,,,,,,,,,,,

日期：2017,年6月,18日,,,,,,編號：施表14,,2、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；,,,,,,,,,,,,,,,,,,,,,

工程名稱,,,,,施工單位,,,,,"3、假設(shè)水面比護筒面低1.0米,用于計算Hw；",,,,,,,,,,,,,,,,,,,,,

墩臺編號,,ZZ123,樁編號,1#,,樁設(shè)計直徑,1.5m,設(shè)計樁底標高（m）,-18.224,4、首批混凝土數(shù)量計算:,,,,,,,,,,,,,,,,,,,,,

灌注前孔底標高（m）,,-19.527,護筒頂標高（m）,27.654,,鋼筋骨架標高（m）,,25.976,,,H1=0.4m,,Hw=44.781m,,D=1.5m,,,,,,,,,,,,,,,,

計算混凝土方量（m3）,,77.9,混凝土強度等級（MPa）,C30水下,,水泥品種等級,P.O42.5,坍落度（mm）,200,,H2=1m,,樁長=43m,,d=0.3m,,,,,,,,,,,,,,,,

時間,護筒頂至混凝土面深度（m）,護筒頂至導(dǎo)管下口深度（m）,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、停灌時間、事故原因和處理等重要記事。,,,,V首≥,9.51,超鉆超灌長=1.1m,,,,需灌注長度:,44.10,"需灌注

混凝土量",77.93,,,,,,,,,,,

,,,節(jié)數(shù),長度（m）,本次數(shù)量（m3）,累次數(shù)量（m3）,,,,,h1=Hwrw/rc,99.51,開始時間:6:21,,,"本次混凝土

灌注高度","累計混凝土

灌注高度",拔前導(dǎo)管埋深,"需拔

導(dǎo)管長度",拔后導(dǎo)管埋深,"灌注后導(dǎo)管口與

混凝土頂面距離",拔后導(dǎo)管埋深,隨機數(shù)據(jù),累計數(shù)量,灌注累積基數(shù),車累積數(shù),需拔管的車累積量,"去掉大于

灌注量","最后一次

灌注量",匯總,本次灌注數(shù)量

6:21,47.2,46.8,,,,,,,,,,,完成時間:10:20,,,,,,,,,,,,,,,,,,

,,,1,1.5,10.1,10.1,,,,,,,,,,5.72,5.72,5.29,1.5,,,,0≤隨機量≤,1.0,,,,,,10.1,10.1

6:36,41.5,45.3,,,,,,,,,,,實灌混凝土方量：84m3,,,,,,,3.79,,3.79,,,,,,,,,

,,,1,3,4.6,14.7,,,,,,,,,,1.98,7.70,5.77,3,,2.77,,0.791604139,13.60,14.10,24,,13.60,,13.60,3.50

6:52,39.5,42.3,,,,,,,,,,,埋深變異系數(shù)：0.1,,,,,,,2.77,,2.77,,,,,,,,,

,,,1,3,5.9,20.6,,,,,,,,,,3.11,10.81,5.88,3,,2.88,,0.867812318,19.10,19.31,24,,19.10,,19.10,5.50

7:08,36.4,39.3,,,,,,,,,,,順子標價網(wǎng),,,,,,,2.88,,2.88,,,,,,,,,

,,,1,3,4.7,25.3,,,,,,,,,,2.49,13.30,5.37,3,,2.37,,0.359954031,23.50,24.62,36,,23.50,,23.50,4.40

7:24,33.9,36.3,,,,,,,,,,,,,,,,,,2.37,,2.37,,,,,,,,,

,,,1,3,5.6,30.9,,,,HW,,,,,,2.94,16.24,5.31,3,,2.31,,0.309527311,28.70,29.92,36,,28.70,,28.70,5.20

7:40,30.9,33.3,,,,,,,,,,,,,,,,,,2.31,,2.31,,,,,,,,,

,,,1,3,6.0,37.0,,,,,,,,,,3.17,19.41,5.48,3,,2.48,,0.501343681,34.30,35.22,36,,34.30,,34.30,5.60

7:56,27.8,30.3,,,,,,,,,,,,,,,,,,2.48,,2.48,,,,,,,,,

,,,1,3,6.3,43.2,,,,,,,h1,,,3.28,22.69,5.76,3,,2.76,,0.789758625,40.10,40.52,48,,40.10,,40.10,5.80

8:12,24.5,27.3,,,,,,,,,,,,,,,,,,2.76,,2.76,,,,,,,,,

,,,1,3,5.6,48.8,,,,,,,,,,2.94,25.63,5.70,3,,2.70,,0.726070904,45.30,45.82,48,,45.30,,45.30,5.20

8:28,21.5,24.3,,,,,,,,,,,,,,,,,,2.70,,2.70,,,,,,,,,

,,,1,3,4.5,53.4,,,,H2,,,,,,2.38,28.01,5.08,3,,2.08,,0.024459913,49.50,51.12,60,,49.50,,49.50,4.20

8:44,19.2,21.3,,,,,,,,,,,,,,,,,,2.08,,2.08,,,,,,,,,

,,,1,3,5.9,59.3,,,,,,,,,,3.11,31.12,5.19,3,,2.19,,0.186475568,55.00,56.42,60,,55.00,,55.00,5.50

9:00,16.1,18.3,,,,,,,,H1,,,,,,,,,,2.19,,2.19,,,,,,,,,

,,,1,3,6.0,65.3,,,,,,,,,,3.17,34.29,5.36,3,,2.36,,0.374800403,60.60,61.73,72,,60.60,,60.60,5.60

9:16,12.9,15.3,,,,,,,,,,,,,,,,,,2.36,,2.36,,,,,,,,,

,,,1,3,5.8,71.1,,,,V≥πD2/4(H1+H2)+πd2/4h1,,,,,,3.06,37.35,5.42,3,,2.42,,0.410588508,66.00,67.03,72,,66.00,,66.00,5.40

9:32,9.8,12.3,,,,,,,,,,,,,,,,,,2.42,,2.42,,,,,,,,,

,,,1,3,6.6,77.7,,,,,,,,,,3.45,40.80,5.87,3,,2.87,,0.894648347,72.10,72.33,84,,72.10,,72.10,6.10

9:48,6.4,9.3,,,,,,,,,,,,,,,,,,2.87,,2.87,,,,,,,,,

,,,1,3,4.2,81.9,,,,,,,,,,2.21,43.01,5.08,3,,2.08,,0.048295154,76.00,77.63,84,,76.00,,76.00,3.90

10:04,4.2,6.3,,,,,,,,,,,,,,,,,,2.08,,2.08,,,,,,,,,

,,,2,7,2.1,84.0,,,,,,,,,,1.09,44.10,3.17,3,,0.17,,0.57041324,82.20,82.93,84,,,77.93,77.93,1.93

10:20,3.1,,,,,,,,,"H1——樁孔底至導(dǎo)管底端間距,一般為0.4m",,,,,,,,,,0.17,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.528603278,87.43,88.23,96,,,,,

,,,,,,,,,,H2——導(dǎo)管首次埋置深度≥1m,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.536836354,#VALUE!,,,,,,,

,,,,,,,,,,rw——混凝土重度，取值于24.0kN/m3；,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.438367348,#VALUE!,,,,,,,

,,,,,,,,,,rc——泥漿重度，取值于10.3～11.0kN/m3之間；,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.314822028,#VALUE!,,,,,,,

,,,,,,,,,,5、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；,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.758178745,#VALUE!,,,,,,,

,,,,,,,,,,6、右側(cè)表格中車累積量的出現(xiàn)意味著每車灌完是檢孔的最佳時間；,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.642078508,#VALUE!,,,,,,,

,,,,,,,,,,7、淡紫色區(qū)域需手動填入；,,,,,,,,,,#VALUE!,,#VALUE!,,,,,,,,,

,,,,,,,,,,,,,,,,#VALUE!,#VALUE!,#VALUE!,,,#VALUE!,,0.771322926,#VALUE!,,,,,,,