铧子石膏矿井筒突水综合治理的研究
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摘要
地下水患是井筒掘进施工中最大的技术难题之一。石灰岩层水文地质特征复杂多变，赋水状况无规律可寻，极易造成突水事故，延误工期、影响工程质量，危及人员安全。本文结合铧子石膏矿井筒石灰岩层突水进行了理论与应用技术研究，系统分析了突水对施工的影响与危害，在研究了石灰岩层水文及突水特征的基础上，制定了综合治水方案，进行了室内试验和现场实验，对止浆垫的设计和施工进行了较深入的研究，尤其解决了超深水下灌注混凝土这一前沿性的技术难题，研究了水(泥浆)下混凝土的流动规律及水下灌注混凝土的质量变异，研究了注浆材料及注浆过程检测技术，综合治水达到了预期的目标，取得了显著的经济、技术和社会效益，为相关类似工程的建设和施工提供了有价值的参考经验。
The underground flood is one of the biggest technological difficult problems while constructing the pit shaft tunnels. The hydrogeological characteristic in lime rock stratum is complicated and changeable and have no law to seek about the composing water state, so it is extremely apt to cause dashing for ward water accident, delay time limit for a project, influence project quality, and threaten the security of personnel. This text combine Ore pit shaft with sub gypsum of ploughshare and lime rock stratum dash for ward to go on the theory and application technical research, and analyze the influence and danger systematically which dashing for ward water enforce in constructing. On the basis of studying lime rock stratum hydrology and dashing for ward water characteristic, it has made the scheme of administrate underground flood, had carried on the indoor test and on-the-spot experiment, has carried on deeper research to design and construct the cushion which stopping the thick liquid.
Especially has solved the front technological difficult problem which pours into the concrete under exceed the deep water. It has study the flow law of laying the concrete and the variation quality of pouring into the concrete under water (mud). And it has study the detection technique in material and course of pouring into the concrete that made the administrating underground flood reach the anticipated goal, This text has make remarkable economy, technology and social benefit, and has offered valuable reference experience for the relevant construction and construction which are similar to the project.
The underground flood is one of the biggest technological difficult problems while constructing the pit shaft tunnels. The hydrogeological characteristic in lime rock stratum is complicated and changeable and have no law to seek about the composing water state, so it is extremely apt to cause dashing for ward water accident, delay time limit for a project, influence project quality, and threaten the security of personnel. This text combine Ore pit shaft with sub gypsum of ploughshare and lime rock stratum dash for ward to go on the theory and application technical research, and analyze the influence and danger systematically which dashing for ward water enforce in constructing. On the basis of studying lime rock stratum hydrology and dashing for ward water characteristic, it has made the scheme of administrate underground flood, had carried on the indoor test and on-the-spot experiment, has carried on deeper research to design and construct the cushion which stopping the thick liquid.
Especially has solved the front technological difficult problem which pours into the concrete under exceed the deep water. It has study the flow law of laying the concrete and the variation quality of pouring into the concrete under water (mud). And it has study the detection technique in material and course of pouring into the concrete that made the administrating underground flood reach the anticipated goal, This text has make remarkable economy, technology and social benefit, and has offered valuable reference experience for the relevant construction and construction which are similar to the project.
引文
[1] 张彬等 《地下工程特殊施工技术》 中国华侨出版社；
[2] 何修仁 《注浆理论与实践》 东北大学出版社；
[3] [日]雄三一郎 《混凝土施工法》 鹿岛出版会；
[4] 《建井工程手册》(第三卷) 煤炭工业出版社；
[5] 符芳 《建筑材料》 东南大学出版社；
[6] 白晨光等 承压水底板关键层失稳的尖点突变模型．煤炭学报 1997；
[7] 李造鼎等 岩土动态开挖的灰色突变建模．岩石力学与工程学报1997，16(3)；
[8] 仪垂祥 非线性科学及其在地学中的应用 气象出版社 1995；
[9] 何修仁 《注浆理论》 东北工学院出版社 1990年；
[10] 《建井工程手册》(第四册) 煤炭工业出版社 1986年；
[11] 何东升 《水下混凝土施工》 科学教育出版社 1987年；
[12] 陈椿庭 《水工模型试验[M]》 水利水电出版社 1985年；
[13] [苏]В．п．卡尔梅柯夫 《立井注浆技术》 煤炭工业出版社 1986年：
[14] H.roshida, S.Jimbo & S.vesawa.Development and Practical applications of large Diameter Soil Improvement method Proc 2st International conference on Groud Improvement Geosystems, Vol. 1.Tokyo.May 1996,P721;
[15] K.Naka shima,T.kashima.et al Applications of MJS Method(metio Jet system)-. ALL-around type of reinforcing and consolidation method in the ground.Proc.2st.International Conference on Ground On Geosyslems. Vol.1.Tokyo. May,1996.P333;
[16] M.F.Khassine. Variants of jet grout technology without loss of grout. Proc.2st International Conference on Ground on Geosystems. Vol.1.Tokyo. May,1996.P153;
[17] 傅强 《水下混凝土在超深度大口径人工成孔桩施工中的应用》 建筑施工 1999年。
[18] 杜嘉鸿等，注浆工程简明手册，东北工学院，1982年
[19] 中国煤炭科学研究院建井研究所编，煤矿注浆技术，煤炭工业出版社，1978年
[20] 叶书麟，地基处理，中国建筑出版社，1988年
[21] 国外采矿(注浆技术之一)冶金工业部长沙矿山研究院
[22] [日]须滕俊男著 粘土矿物学 地质出版社 1981．4
[23] 吴理云 竖井岩层注浆中几个问题的讨论 东北大学 1979．5
[24] 宋琳 室内模型试验阶段总结报告 东北大学 1987．1
[25] 吴理云 试论注浆参数与岩层裂隙参数 东北大学 1987．12
[26] 余力等编著 特殊凿井 煤炭工业出版社 1980．11
[27] 粘土固化注浆帷幕对有害物质的阻滞作用 2000；
[28] 矿井明水注浆技术 2001；
[29] 王锺琦 岩土工程测试技术中国建筑工业出版社 1986．4
[30] 新型粉煤狄注浆材料 2001；
[31] 吴理云注浆理论基础 东北大学 1981．6
[32] "Computer-Simulated Flow of Grouts in Jointed Rock", 1996。
[33] "Some engineering problems and prophylactic measure for high pressure mortar" 2000;
[34] "Successful centrifugal pump commissioning and start-up", 2000;
[35] "Estimating the groutability of granular soils: a new approach", 2001;
[36] "Influence of debonding in ground heat exchangers used with geothermal heat pumps", 2002;
[37] "Properties and Performance of a Pulverized Fly Ash Grout", 2002;
[38] "Investigation about Composite Filling and Pre-grouting Material and Spreading Theory", 1999;
[39] 随机裂隙岩体注浆渗流机理及其加固后稳定性分析 1999；
[40] 关于钻孔桩桩底后注浆的技术要点 2002；
[41] 竖井工作面注浆堵水实践 2002；
[42] 岩体注浆对裂隙的影响分析 2002；
[43] 注浆技术在钻孔漏水治理中的应用 2002；
[44] 大直径桩端压力注浆灌注桩的承载性状试验 2002；
[45] 双液注浆技术在控制基坑相邻房屋沉降中的应用 2002；
[46] 压力注浆衬砌支护技术 2002；
[2] 何修仁 《注浆理论与实践》 东北大学出版社；
[3] [日]雄三一郎 《混凝土施工法》 鹿岛出版会；
[4] 《建井工程手册》(第三卷) 煤炭工业出版社；
[5] 符芳 《建筑材料》 东南大学出版社；
[6] 白晨光等 承压水底板关键层失稳的尖点突变模型．煤炭学报 1997；
[7] 李造鼎等 岩土动态开挖的灰色突变建模．岩石力学与工程学报1997，16(3)；
[8] 仪垂祥 非线性科学及其在地学中的应用 气象出版社 1995；
[9] 何修仁 《注浆理论》 东北工学院出版社 1990年；
[10] 《建井工程手册》(第四册) 煤炭工业出版社 1986年；
[11] 何东升 《水下混凝土施工》 科学教育出版社 1987年；
[12] 陈椿庭 《水工模型试验[M]》 水利水电出版社 1985年；
[13] [苏]В．п．卡尔梅柯夫 《立井注浆技术》 煤炭工业出版社 1986年：
[14] H.roshida, S.Jimbo & S.vesawa.Development and Practical applications of large Diameter Soil Improvement method Proc 2st International conference on Groud Improvement Geosystems, Vol. 1.Tokyo.May 1996,P721;
[15] K.Naka shima,T.kashima.et al Applications of MJS Method(metio Jet system)-. ALL-around type of reinforcing and consolidation method in the ground.Proc.2st.International Conference on Ground On Geosyslems. Vol.1.Tokyo. May,1996.P333;
[16] M.F.Khassine. Variants of jet grout technology without loss of grout. Proc.2st International Conference on Ground on Geosystems. Vol.1.Tokyo. May,1996.P153;
[17] 傅强 《水下混凝土在超深度大口径人工成孔桩施工中的应用》 建筑施工 1999年。
[18] 杜嘉鸿等，注浆工程简明手册，东北工学院，1982年
[19] 中国煤炭科学研究院建井研究所编，煤矿注浆技术，煤炭工业出版社，1978年
[20] 叶书麟，地基处理，中国建筑出版社，1988年
[21] 国外采矿(注浆技术之一)冶金工业部长沙矿山研究院
[22] [日]须滕俊男著 粘土矿物学 地质出版社 1981．4
[23] 吴理云 竖井岩层注浆中几个问题的讨论 东北大学 1979．5
[24] 宋琳 室内模型试验阶段总结报告 东北大学 1987．1
[25] 吴理云 试论注浆参数与岩层裂隙参数 东北大学 1987．12
[26] 余力等编著 特殊凿井 煤炭工业出版社 1980．11
[27] 粘土固化注浆帷幕对有害物质的阻滞作用 2000；
[28] 矿井明水注浆技术 2001；
[29] 王锺琦 岩土工程测试技术中国建筑工业出版社 1986．4
[30] 新型粉煤狄注浆材料 2001；
[31] 吴理云注浆理论基础 东北大学 1981．6
[32] "Computer-Simulated Flow of Grouts in Jointed Rock", 1996。
[33] "Some engineering problems and prophylactic measure for high pressure mortar" 2000;
[34] "Successful centrifugal pump commissioning and start-up", 2000;
[35] "Estimating the groutability of granular soils: a new approach", 2001;
[36] "Influence of debonding in ground heat exchangers used with geothermal heat pumps", 2002;
[37] "Properties and Performance of a Pulverized Fly Ash Grout", 2002;
[38] "Investigation about Composite Filling and Pre-grouting Material and Spreading Theory", 1999;
[39] 随机裂隙岩体注浆渗流机理及其加固后稳定性分析 1999；
[40] 关于钻孔桩桩底后注浆的技术要点 2002；
[41] 竖井工作面注浆堵水实践 2002；
[42] 岩体注浆对裂隙的影响分析 2002；
[43] 注浆技术在钻孔漏水治理中的应用 2002；
[44] 大直径桩端压力注浆灌注桩的承载性状试验 2002；
[45] 双液注浆技术在控制基坑相邻房屋沉降中的应用 2002；
[46] 压力注浆衬砌支护技术 2002；