破巷水库主坝帷幕灌浆汇总计量表
合同名称：隆回县破巷水库除险加固工程 合同编号：08-SY-LH-2进尺孔号(m)Ⅰ1Ⅰ2Ⅰ3Ⅰ4Ⅰ5Ⅰ6Ⅰ7Ⅰ8Ⅰ9Ⅰ10Ⅰ11Ⅱ1Ⅱ2Ⅱ3Ⅱ4Ⅱ5Ⅱ6Ⅱ7Ⅱ8Ⅱ9Ⅱ1015.821.235.732.226.823.025.419.914.913.713.517.428.838.028.024.822.424.817.414.413.6土层(m)4.510.225.522.013.612.49.46.13.52.72.56.417.827.017.012.810.47.84.52.92.6基岩(m)11.311.010.210.213.210.616.013.811.411.011.011.011.011.011.012.012.017.012.911.511.0灌浆段接触面(m)(1)3.5~5.09.2~11.224.5~26.521.0~23.012.5~14.511.4~13.48.0~10.05.1~7.13.0~4.42.0~3.21.5~3.55.4~7.417.0~18.826.0~28.016.0~18.011.2~13.29.0~11.06.5~8.53.5~5.51.9~3.91.6~3.6灌水泥(kg)116015601560960116011007601160700700560600960156066011609601160950700760灌浆段(m)(2)灌水泥(kg)灌浆段(m)(3)灌水泥(kg)灌浆段(m)(4)灌水泥(kg)人工封孔水泥合计备注水泥(kg)505080808090505050505050606050505050505050102630376019201820205024902880147014101270167022402020302030213032901920155015405.0~10.056010.0~15.812011.2~16.276016.2~21.226026.5~30.9116030.9~35.796023.0~27.276027.2~32.212014.5~20.6020.6~26.812013.4~18.266018.2~23.020010.0~15.096015.0~20.05607.1~10.065010.0~14.97604.4~9.44609.4~14.92603.2~8.54608.5~13.72003.5~8.54608.5~13.5200Ⅰ区孔合计注入水泥：23590 kg7.4~12.476012.4~17.418.8~23.6023.8~28.828.0~33.076033.0~38.018.0~23.096023.0~28.013.2~19.056019.0~24.811.0~16.676016.6~22.48.5~13.586013.5~19.05.5~11.56601.5~17.43.9~8.95508.9~14.43.6~8.65608.6~13.6Ⅱ区孔合计注入水泥21040 kg26026026036026036096026025017020.0~25.414.9~19.916026019.0~24.8260监理意见: 施工单位意见: 业主意见:
破巷水库主坝帷幕灌浆汇总计量表
合同名称：隆回县破巷水库除险加固工程 合同编号：08-SY-LH-2进尺孔号(m)Ⅲ1Ⅲ2Ⅲ3Ⅲ4Ⅲ5Ⅲ6Ⅲ7Ⅲ8Ⅲ9Ⅲ10Ⅲ11Ⅲ12Ⅲ13Ⅲ14Ⅲ15Ⅲ16Ⅲ17Ⅲ18Ⅲ19Ⅲ2016.218.825.032.538.035.830.425.224.623.422.023.825.523.617.413.412.913.813.613.4土层(m)5.27.414.021.526.824.819.015.213.612.411.09.88.56.44.93.42.82.82.62.5基岩(m)11.011.411.011.011.211.011.410.011.011.011.014.017.017.212.510.010.111.011.010.9灌浆段接触面(m)(1)4.2~6.26.0~8.013.0~15.020.5~22.525.5~27.523.8~25.818.0~20.014.2~16.212.6~14.611.4~13.410.0~12.08.8~10.87.5~9.55.4~7.43.9~5.92.4~4.41.8~3.81.8~3.81.6~3.61.4~3.4灌水泥(kg)760760560560560560560560560560460460460460360560660460460460灌浆段(m)(2)6.2~11.28.0~13.815.0~20.022.5~27.527.5~32.525.8~30.820.0~25.016.2~20.214.6~19.613.4~18.412.0~17.010.8~17.39.5~14.57.4~12.65.9~11.94.4~8.43.8~8.83.8~8.83.6~8.63.4~8.4灌水泥(kg)560560260326260260260260260260260320260220260320220260220220灌浆段(m)(3)11.2~16.213.8~18.820.0~25.027.5~32.532.5~38.030.8~35.825.0~30.420.2~25.219.6~24.618.4~23.417.0~22.017.3~23.814.5~20.512.6~18.611.9~17.48.4~13.48.8~12.98.8~13.88.6~13.68.4~13.4灌水泥(kg)260260120260120260100120200120220220240120220220220220120120灌浆段(m)(4)灌水泥(kg)人工封孔水泥合计备注水泥(kg)60506060506060706070605060606060605050501016301000120699011409801010108010101000105011409609001160116099085085020.5~25.518.6~23.6120100Ⅲ区孔合计注入水泥21746 kgⅠ~Ⅲ区孔总计注入水泥66376 kg监理意见: 施工单位意见: 业主意见:
