表-01孔号次序第二段至第四段自/m至/m707.91-1Ⅰ序142061266.61267.3825.41261.61-8Ⅱ序81461228.6999.1659.2710.42-2Ⅰ序142061510.61217.8884.82-9Ⅱ序385686.6966.61071.82-12Ⅰ序142061304.21356.9371.8总计5孔计算：
2918297.20.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:10.6:1～0.6:1/0.00～0.000.00～0.000.00～0.000.00～0.040.00～0.000.00～0.000.00～0.000.00～0.120.00～0.000.00～0.000.00～0.000.00～0.000.00～0.000.00～0.000.00～0.000.00～0.000.00～0.000.00～0.00/审核：
7611361.61362.3877.31356.21320.81074708.7763.71623.91309.1951.1681.11039.11152.214021458392.919595195955444.2681.14647.84459.74362.2段长/m累计流量/L水灰比(W：C)压力/Mpa用灰量/kg小计/kg10:3311:4813:3615:369:4611:0212:4014:2810:4812:1414:0415:529:3310:1211:2713:0614:5716:18/灌浆时间自（时：分）至（时：分）10:4612:1214:0115:4310:1111:2513:0414:5110:5912:3814:2716:159:4510:3111:4613:3415:2516:26/2012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-102012-2-10日期
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