水下砼灌注原始记录(免算表)公式表表格文件下载.xls

水下砼灌注原始记录(免算表)公式表表格文件下载.xls

《水下砼灌注原始记录(免算表)公式表表格文件下载.xls》由会员分享，可在线阅读，更多相关《水下砼灌注原始记录(免算表)公式表表格文件下载.xls（48页珍藏版）》请在冰豆网上搜索。

自开始至结束实灌小时分基准面下总节数基准面至导管下口长度（m）导管埋深（m）节数长度（m）导管埋深（m）本次盘数本次方量（m3）累计方量（m3）A123=1-24567=6-28910=7-9111213灌注过程重要记事：

基准面为平台，标高3.773，导管共19节，182.5m+14m,砼坍落度200mm。

13:

1549.7700.371949.3713:

3249.7744.755.020.371949.374.6212.52.129913:

4549.7741.618.160.371846.875.2612.52.7651413:

5649.7738.9910.780.371744.375.3812.52.8841814:

1049.7735.7414.030.371641.876.1312.53.6352314:

2549.7733.6516.120.371539.375.7212.53.2232614:

3549.7731.0318.740.371436.875.8412.53.3443014:

4749.7729.0520.720.371334.375.3212.52.8233314:

5549.7727.0522.720.371231.874.8212.52.3233615:

1649.7724.3125.460.371129.375.0612.52.56440灌注结束后实灌桩顶标高实灌砼盘数实灌砼方量（m3）扩孔率钢筋骨架顶面高程骨架上浮量（mm）填表说明：

1、此表应按构件分别填写；

2、首灌前后、终灌砼盘数、每次导管拆除前后应进行量测和记录。

质检员：

施工负责人：

施工员：

现场监理：

浙江省交通厅工程质量监督站A123=1-24567=6-28910=7-9111213灌注过程重要记事：

基准面为平台，标高3.773，导管共19节，182.5m+14m,坍落度200mm。

15:

2649.7721.5728.20.371026.875.3012.52.8044415:

3549.7718.8830.890.37924.375.4912.52.9944815:

4549.7716.9132.860.37821.874.9612.52.4635115:

5349.7714.9334.840.37719.374.4412.51.9435416:

0949.7711.6838.090.37616.875.1912.52.6955916:

2049.779.4540.320.37514.374.9212.52.4246316:

3349.776.9942.780.37411.874.8812.52.3856816:

4149.774.245.570.3739.375.1712.52.6767417:

0249.771.0248.750.3726.875.855.85680灌注结束后实灌桩顶标高实灌砼盘数实灌砼方量（m3）扩孔率钢筋骨架顶面高程骨架上浮量（mm）2.753801.242.5423填表说明：

浙江省交通厅工程质量监督站水水下下砼砼灌灌注注原原始始记记录录承包人：

自开始至结束实灌小时分基准面下总节数基准面至导管下口长度（m）导管埋深（m）节数长度（m）导管埋深（m）本次盘数本次方量（m3）累计方量（m3）水水下下砼砼灌灌注注原原始始记记录录承包人：

浙路（JS）610墩号0#桩号8#设计桩径（m）1.3设计桩底标高-46.000设计桩顶标高1.503实际桩底标高-46.145灌注前桩底标高-46.025孔内水位标高（基准面）2.740护筒顶面标高3.265灌注平台标高3.735计算砼总方量（m3）64.38每拌砼方量（m3）计算首灌砼方量（m3）2.94实际首灌砼方量（m3）3.56灌前钢筋顶面高程2.505时间总孔深（m）基准面至砼面高度（m）混凝土浇筑厚度（m）基准面至导管上口高度（m）导管拆除前导管拆除情况罐注砼数量灌注时间：

基准面为平台，标高3.735，导管共19节，182.5m+14m,砼坍落度210mm。

8:

5049.760.361949.3609:

0749.7644.755.010.361949.364.6112.52.11889:

1749.7641.238.530.361846.865.6312.53.135139:

2649.7639.1310.630.361744.365.2312.52.733169:

4549.7636.3313.430.361641.865.5312.53.034209:

5349.7633.5216.240.361539.365.8412.53.3442410:

0249.7631.418.360.361436.865.4612.52.9632710:

1349.7629.320.460.361334.365.0612.52.5633010:

2149.7626.5123.250.361231.865.3512.52.8543410:

3049.7623.726.060.361129.365.6612.53.16438灌注结束后实灌桩顶标高实灌砼盘数实灌砼方量（m3）扩孔率钢筋骨架顶面高程骨架上浮量（mm）2.485701.0872.5083填表说明：

10:

3849.7620.8928.870.361026.865.9712.53.4744210:

5049.7618.830.960.36924.365.5612.53.0634510:

5749.7616.0133.750.36821.865.8512.53.3544911:

0549.7613.8935.870.36719.365.4712.52.9735211:

1349.7611.0838.680.36616.865.7812.53.2845611:

2249.768.9940.770.36514.365.3712.52.8735911:

3049.766.1843.580.36411.865.6812.53.1846311:

4849.764.0645.700.3639.365.3012.52.8036612:

0049.761.2548.510.3626.865.615.61470灌注结束后实灌桩顶标高实灌砼盘数实灌砼方量（m3）扩孔率钢筋骨架顶面高程骨架上浮量（mm）2.485701.0872.5083填表说明：

浙路（JS）610墩号16#桩号1#设计桩径（m）1.5设计桩底标高-74.000设计桩顶标高3.100实际桩底标高-79.850灌注前桩底标高-79.770孔内水位标高（基准面）4.096护筒顶面标高4.496灌注平台标高5.397计算砼总方量（m3）135每拌砼方量（m3）计算首灌砼方量（m3）4.27实际首灌砼方量（m3）8灌前钢筋顶面高程2.505时间总孔深（m）基准面至砼面高度（m）混凝土浇筑厚度（m）基准面至导管上口高度（m）导管拆除前导管拆除情况罐注砼数量灌注时间：

基准面为平台，标高3.30，导管共19节，182.5m+13.5m,砼坍落度200mm。

5085.1671.0673184.7679:

0785.16779.265.911.0673184.7675.5112.72.81889:

1785.16776.678.501.0673082.0675.4012.72.705139:

2685.16773.5811.591.0672979.3675.7912.73.096199:

4585.16770.9914.181.0672876.6675.6812.72.985249:

5385.16768.3816.791.0672773.9675.5912.72.8952910:

0285.16765.7919.381.0672671.2675.4812.72.7853410:

1385.16762.6322.541.0672568.5675.9412.73.2464010:

2185.16760.0425.131.0672465.8675.8312.73.13545