固 结 灌 浆 孔 成 果 一 览 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长0505050505050505050505550550550透水率Lu水灰比注入率L/min注浆L235.0240.0106.4228.0152.0106.491.2115.0145.0145.0442.5水泥用量 施工次序：加密孔第1页共10页单位注入量kg/m灌浆时间开始年14.1014.403.998.555.703.993.424.315.445.4416.59终止纯灌孔号开始3:13:15:1终止开始终止0.08注灰kg70.5072.0019.92.7528.5019.9517.1021.5627.1927.1982.97废弃kg45.0045.0028.1328.1328.1328.1328.1328.1328.1328.1328.13合计kg115.50117.0048.0870.8856.6348.0845.2349.6955.3255.32111.10灌浆压力Mpa备注月日时分时分时分J1-1加密5J1-2加密5J1-3加密5J1-4加密5J1-5加密5J1-6加密5J1-7加密5J1-8加密5J1-9加密5J1-10加密5J1-11加密53:16.000.5201011090700082001200.5201010261040121001300.5201010281040120001200.5201010280850102001300.5201010281310143001200.5201010221500162001200.5201010171300143001300.5201101051010114001300.5201101051610174001300.52011010714101001300.5201101050810100001503:111.500.085:14.945:18.745:16.845:14.945:13.045:16.005:17.505:17.000.130.130.130.130.130.000.000.165505.85:15505505505505505505505:15:15:15:15:15:15:15:114.000.08合计审核：55552006.29.66343.17772.837.81 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号： 施工次序：加密孔孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20第2页共10页灌浆孔段注入率水灰比水泥用量灌浆时间单位（M）孔透L/min灌浆孔孔孔深水注入开始终止纯灌径压力号序m率量注浆注灰废弃合计Mpa自至段长mm开始终止开始终止Lukg/mLkgkgkg年月日时分时分时分J2-1加密5J2-2加密5J2-3加密5J2-4加密5J2-5加密5J2-6加密5J2-7加密5J2-8加密5J2-9加密5J2-10加密5J2-11加密5J2-12加密5J2-13加密5050505050505050505050505055505505:13:15:15.703:16.463:18.005:15.325:14.183:19.123:15.503:14.003:15.003:17.003:14.003:17.603:15.600.130.130.080.130.130.130.000.000.000.000.000.000.00144.4136.8170.0140.098.8220.8235.0297.5160.0295.0130.0280.0208.027.0841.0451.0026.2518.5366.2470.50.28.0088.5039.0084.0062.4028.1345.0045.0028.1328.1345.0037.5037.5037.5037.5037.5046.5046.5055.2186.0496.00.3846.66111.24108.00126.7585.50126.0076.50130.50108.905.428.2110.205.253.7113.2514.1017.859.6017.707.8016.8012.480.5201010170100023001300.5201010270710083001200.5201010220700083001300.5201010180850102001300.5201010190700082001200.5201010281630180001300.4201101160810101001600.4201101161050123001400.4201101161320145001300.420110116153017100.420110116175019100.420110116141015500.42011011616301800111140204030备注5505.33:15505505505505505505505505505505:15:13:13:13:13:13:13:13:13:1合计审核：65652516.3711.78331.1043.6710.95 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长05050505050505050505050505550550550550550550550550透水率Lu水灰比注入率L/min注浆L75.0140.6185.092.060.0129.2120.085.0174.0130.0145.0120.0285.0水泥用量 施工次序：加密孔第3页共10页单位注入量kg/m灌浆时间开始年4.508.4411.105.522.2.8.505.106.534.885.444.5010.69终止纯灌孔号开始3:13:13:13:15:15:15:13:1终止开始终止0.080.130.080.000.000.130.080.000.000.000.000.00注灰kg22.5042.1855.5027.6011.2524.2322.5025.5032.6324.3827.1922.5053.44废弃kg45.0045.0045.0045.0028.1328.1328.1345.0028.1328.1328.1328.1328.13合计kg67.5087.18100.5072.6039.3852.3650.6370.5060.7652.5155.3250.6381.57灌浆压力Mpa备注月日时分时分时分J3-1加密5J3-2加密5J3-3加密5J3-4加密5J3-5加密5J3-6加密5J3-7加密5J3-8加密5J3-9加密5J3-10加密5J3-11加密5J3-12加密5J3-13加密53:13.503:15.323:19.003:14.405:13.505:14.945:15.003:14.005:17.205:15.505:16.505:16.500.5201010081740190001200.4201010261630180001300.42010102410180001200.4201010201300144001400.4201101070950111001200.4201010171450162001300.4201010241310144001300.4201101091340151001300.42011010610172001400.4201101061340152001400.4201101071610173001200.4201101051800191001100.4201101011450161001205502.45:15505505505505:15:15:15:15:110.500.00合计审核：65651740.8391.38450.04841.426.02 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长05050505050505050505050505550550550550550550550550550550550550550透水率Lu水灰比注入率L/min注浆L92.0105.0186.2148.0114.0100.0140.0106.495.0102.5102.20.0185.0水泥用量 施工次序：加密孔第4页共10页单位注入量kg/m灌浆时间开始年5.526.3011.178.884.286.005.253.995.706.153.8415.75终止纯灌孔号开始3:13:13:13:15:13:15:15:13:13:15:15:13:1终止开始终止0.000.080.130.000.130.000.080.130.170.080.08注灰kg27.6031.5055.84.4021.3830.0026.2519.9528.5030.7519.2278.7555.50废弃kg45.0045.0045.0045.0028.1345.0028.1328.1345.0045.0028.1328.1345.00合计kg72.6076.50100.86.4049.5175.00.3848.0873.5075.77.35106.88100.50灌浆压力Mpa备注月日时分时分时分J4-1加密5J4-2加密5J4-3加密5J4-4加密5J4-5加密5J4-6加密5J4-7加密5J4-8加密5J4-9加密5J4-10加密5J4-11加密5J4-12加密5J4-13加密53:14.003:14.003:18.743:16.405:14.943:14.805:17.005:14.563:14.503:14.505:14.500.4201010260740090001200.4201010220850101001200.4201010241440161001300.4201010200940110001200.4201010181610174001300.4201010200750091001200.4201010241030120001300.42010102710180001200.42011010915301001100.4201101061220133001100.4201101071250140001100.4201101011630181001405:113.000.003:18.000.0011.100.4520110120072008400120合计审核：656516.69.65500.65970.307.23 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长05050505050505050505050505550550550550550550550550550550550550550透水率Lu水灰比注入率L/min注浆L130.0133.0168.0156.044.0192.0106.4128.0100.0355.0135.0110.0184.0水泥用量 施工次序：加密孔第5页共10页单位注入量kg/m灌浆时间开始年7.807.9810.0.362.11.523.997.686.0013.315.0.136.90终止纯灌孔号开始3:13:13:13:13:13:15:13:13:15:15:15:15:1终止开始终止0.080.130.000.000.000.000.130.000.00注灰kg39.0039.9050.4046.8013.2057.6019.9538.4030.0066.5625.3120.6334.50废弃kg45.0045.0045.0045.0045.0045.0028.1345.0045.0028.1328.1328.1328.13合计kg84.0084.9095.4091.8058.20102.6048.0883.4075.0094.6953.4448.7662.63灌浆压力Mpa备注月日时分时分时分J5-1加密5J5-2加密5J5-3加密5J5-4加密5J5-5加密5J5-6加密5J5-7加密5J5-8加密5J5-9加密5J5-10加密5J5-11加密5J5-12加密5J5-13加密53:16.003:15.703:16.803:17.603:12.803:18.805:15.323:16.803:14.500.4201010261300143001300.4201010241630180001300.4201010191020115001300.4201010191350151001200.4201010191430156001300.4201010191620174001200.4201010241300142001200.4201012301440155001100.4201101091050120001100.4201101070830093000600.4201101051140131001300.4201101051440161001300.4201101011220141001505:113.000.175:17.005:15.005:17.200.000.000.00合计审核：65651941.4482.25500.65982.907.42 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长0505050505050505050505050505550透水率Lu水灰比注入率L/min注浆L205.0215.0130.0196.0152.0148.2100.0155.8116.0137.5232.5107.5390.0197.5水泥用量 施工次序：加密孔第6页共10页单位注入量kg/m灌浆时间开始年12.3012.907.8011.769.128.3.759.356.968.2513.956.4514.6311.85终止纯灌孔号开始3:1终止开始终止0.080.080.000.000.130.130.000.130.000.080.080.08注灰kg61.50.5039.0058.8045.6044.4618.76.7434.8041.2569.7532.2573.1359.25废弃kg45.0045.0045.0045.0045.0045.0028.1345.0045.0045.0045.0045.0028.1345.00合计kg106.50109.5084.00103.8090.60.46.81.7479.8086.25114.7577.25101.26104.25灌浆压力Mpa备注月日时分时分时分J6-1加密5J6-2加密5J6-3加密5J6-4加密5J6-5加密5J6-6加密5J6-7加密5J6-8加密5J6-9加密5J6-10加密5J6-11加密5J6-12加密5J6-13加密5J6-14加密53:19.003:19.503:16.503:19.203:17.603:16.085:16.003:16.083:15.203:15.503:19.003:14.500.4201010261450162001300.42010102610181001300.4201010172330241000400.4201010190800095001500.4201010271040120001200.4201010270850102001300.4201010270720085001300.4201010231550172001300.4201101091420155001300.4201101091200134001400.4201101140820100001400.5201101141130130001300.4201101141420162001600.4201101070750093001405506.03:15505505505505505505505505505505505503:13:13:13:15:13:13:13:13:13:15:13:15:111.600.073:18.500.08合计审核：70702483.06.78596.261286.049.85 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长0505050505050505050505050505550550550550550550550550550550550550550550透水率Lu水灰比注入率L/min注浆L118.0152.0140.0116.0163.4200.0172.0133.0215.084.0165.0112.584.0107.5水泥用量 施工次序：加密孔第7页共10页单位注入量kg/m灌浆时间开始年7.0.128.406.966.137.5010.324.9912.905.049.906.755.044.03终止纯灌孔号开始3:13:13:13:15:15:13:15:13:13:13:13:13:15:1终止开始终止0.000.000.000.000.130.080.000.13注灰kg35.4045.6042.0034.8030.37.5051.6024.94.5025.2049.5033.7525.2020.16废弃kg45.0045.0045.0045.0028.1328.1345.0028.1345.0045.0045.0045.0045.0028.13合计kg80.4090.6087.0079.8058.7765.6396.6053.07109.5070.2094.5078.7570.2048.29灌浆压力Mpa备注月日时分时分时分J7-1加密5J7-2加密5J7-3加密5J7-4加密5J7-5加密5J7-6加密5J7-7加密5J7-8加密5J7-9加密5J7-10加密5J7-11加密5J7-12加密5J7-13加密5J7-14加密53:16.403:17.203:17.003:14.405:16.845:18.503:18.405:15.320.4201010180940111001300.4201010181110125001400.4201010171110125001400.4201101091550173001400.4201010172300243001300.4201010181130130001300.4201010180800094001400.4201010231410153001200.4201010231030120001300.4201011231050121001200.45201103230700082001200.4201101110930110001300.4201011260840102001400.4201101071100123001303:110.000.083:13.603:18.503:15.253:13.205:15.000.130.080.000.130.08合计审核：70701962.4520.78562.521083.307.44 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长0505050505050505050505050505550550550550550550550550550透水率Lu水灰比注入率L/min注浆L92.0136.8108.0152.0225.0.0172.0210.0171.0220.0160.075.088.0202.5水泥用量 施工次序：加密孔第8页共10页单位注入量kg/m灌浆时间开始年5.525.136.4.128.443.8410.327.886.4113.206.004.505.2812.15终止纯灌孔号开始3:15:13:13:15:13:13:15:15:1终止开始终止0.000.130.000.000.080.000.000.080.130.130.130.000.130.08注灰kg27.6025.6532.4045.6042.1919.2051.6039.3832.0666.0030.0022.5026.4060.75废弃kg45.0028.1345.0045.0028.1345.0045.0028.1328.1345.0028.1345.0045.0045.00合计kg72.6053.7877.4090.6070.32.2096.6067.5160.19111.0058.1367.5071.40105.75灌浆压力Mpa备注月日时分时分时分J8-1加密5J8-2加密5J8-3加密5J8-4加密5J8-5加密5J8-6加密5J8-7加密5J8-8加密5J8-9加密5J8-10加密5J8-11加密5J8-12加密5J8-13加密5J8-14加密53:14.805:15.323:15.603:16.405:19.503:13.203:18.005:18.505:16.843:18.805:17.203:13.503:14.003:17.500.4201010170740090001200.4201010171110124001300.4201010160740092001400.4201010170930112001500.4201010180940111001300.4201010161400153001300.4201010161530171001400.4201010280700083001300.4201010220710084001300.4201011262100223001300.4201011230710084001300.4201101101700183001300.4201101101230140001300.4201101101220140001405502.83:15505505505505:13:13:13:1合计审核：70702076.3521.335.651066.987.45 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号：孔口高程：EL167.00-EL180.00开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长050505050505050505050505050505550550550550550550550550550550550550550550550透水率Lu水灰比注入率L/min注浆L76.176.176.1148.0212.0144.4175.0240.0104.060.0112.076.0255.0100.0140.0水泥用量 施工次序：加密孔第9页共10页单位注入量kg/m灌浆时间开始年4.574.574.578.8812.728.666.569.006.243.606.724.5615.306.008.40终止纯灌孔号开始3:13:13:13:13:13:15:15:13:13:13:13:13:13:13:1终止开始终止注灰kg22.8322.8322.8344.4063.6043.3232.8145.0031.2018.0033.6022.8076.5030.0042.00废弃kg15.0015.0015.0045.0045.0045.0028.1328.1345.0045.0045.0045.0045.0045.0045.00合计kg37.8337.8337.83.40108.6088.3260.9473.1376.2063.0078.6067.80121.5075.0087.00灌浆压力Mpa备注月日时分时分时分J9-1加密5J9-2加密5J9-3加密5J9-4加密5J9-5加密5J9-6加密5J9-7加密5J9-8加密5J9-9加密5J9-10加密5J9-11加密5J9-12加密5J9-13加密5J9-14加密5J9-15加密53:130.000.083:130.000.083:130.000.083:16.803:16.403:15.705:18.000.000.000.130.080.4201010171930212001500.4201010171930212001500.4201010171930212001500.4201010171400152001200.4201010171600173001300.4201010240700083001300.4201010181700183001300.4201010280850102001300.5201011270850101001200.3201011300410052001100.5201011260700083001300.4201101101250141001200.4201101131210140001500.4201101101050122001300.420110110092011000140并灌5:111.000.133:14.803:12.803:14.003:13.600.130.130.000.003:110.500.003:15.003:16.000.000.00合计审核：75751994.7551.72551.261102.987.36 整理：固 结 灌 浆 孔 成 果 汇 总 表工程名称：江西省铅山县伦潭水利枢纽工程大坝桩号： 孔口高程：EL167.00-EL180. 开竣工日期：2010.10.17--2011.01.20灌浆孔段（M）孔孔孔深径序mmm自至段长050505050505050505050505050505550550550550550透水率Lu水灰比注入率L/min注浆L160.0156.0120.0192.0220.0115.0140.0230.0188.0135.0175.0106.4127.5220.068.0水泥用量 施工次序：加密孔第10页共10页单位注入量kg/m灌浆时间开始年9.609.367.2011.5213.206.908.4013.8011.288.1010.506.387.6513.204.08终止纯灌孔号开始3:13:13:13:13:1终止开始终止0.130.130.130.130.170.170.17注灰kg48.0046.8036.0057.6066.0034.5042.0069.0056.4040.5052.5031.9238.2566.0020.40废弃kg45.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.00合计kg93.0091.8081.00102.60111.0079.5087.00114.00101.4085.5097.5076.9283.25111.0065.40灌浆压力Mpa备注月日时分时分时分J10-1加密5J10-2加密5J10-3加密5J10-4加密5J10-5加密5J10-6加密5J10-7加密5J10-8加密5J10-9加密5J10-10加密5J10-11加密5J10-12加密5J10-13加密5J10-14加密5J10-15加密53:16.803:17.203:15.603:18.403:19.503:16.003:17.500.4201010201500165001500.4201010201700184001400.4201010211730192001500.4201010210920110001400.4201010190910105001400.4201010191050122001300.4201010191340152001400.4201010191530162000500.4201111231420155001300.5201111251830200001300.4201010271300143001300.4201010260710083001200.5201101141600173001300.5201011271400153001300.4201101101100123001305505.03:15505505505505503:13:13:13:13:13:112.000.173:17.203:16.003:19.003:14.563:16.000.130.080.080.130.085502.23:15505505503:13:13:13:110.000.083:13.200.13合计审核：75752352.9705.87675.001380.879.41 整理：
