EXPERIMENTAL RESEARCH ON HIGH-PERFORMANCE CONCRETE TUNNEL LINING BASED ON COMPOSITE CEMENTITIOUS MATERIAL
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摘要: 我国大部分山岭隧道在运营后,均出现了不同程度的病害,特别是在富含地下水地区,隧道结构开裂、渗漏水、溶蚀和化学腐蚀严重。导致隧道结构耐久性不足的首要原因是混凝土胶凝材以硅酸盐水泥为主,其成分单一、级配差、品质不高。根治隧道结构耐久性病害,必须从原材料抓起,提出采用多元复合胶凝材配制高性能混凝土,复合胶凝材中主要粉体材料采用分别粉磨集中配送的模式等对策。试验结果表明,以矿物掺合料为主要成分的复合胶凝材配制高性能混凝土具有很好的工作、力学和耐久性能,同时还具有节能、环保和降低成本之功效。Abstract: After most of the mountain tunnels in China entered into service stage,all of them had different degrees ofdiseases. Especially when the tunnel was in an area with rich groundwater,serious cracks,leakage,dissolution andchemical etching occurred in the tunnel structures. The primary reason leading to the tunnel structure durabilitydeficiency is the poor property of the cementitious material which is basically composed of Portland cement,and theingredient of the cementitious material is very single,has poor grade and quality. Improving the performances of theraw materials is a radical method to solve the tunnel structure durability problems. So it was suggested that multiplecomposite cementitious materials should be used to prepare high-performance concrete,and separate grinding andcollective distribution should be used for the main powder materials of the composite cementitious materials. Theexperimental study show that the high-performance concrete,which is prepared by the composite cementitiousmaterials,has excellent work performance,mechanical property and durability,and at the same time it has thevirtues of energy conservation,environmental protection and cost reduction.
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Key words:
- mineral admixture /
- composite binding material /
- high performance concrete /
- tunnel lining /
- durability
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[2] 唐国荣.隧道混凝土结构耐久性的环境影响因素及措施对策[J].铁道标准设计,2006(11):56-60. 李强.东南沿海地区混凝土隧道耐久性的调查分析[J].混凝土,2009,239(9): 33-39. [3] Haiyan Wang,Wenge Qiu.Research on the Solutions to theConcrete Durability of Newly-built Tunnel Structure[J].AdvancedMaterials Research,2011,243:3663-3669. [4] 王海彦,仇文革,冯冀蒙.提高侵蚀环境下山岭隧道衬砌混凝土耐久性施工对策研究[J].现代隧道技术,2011,48(6):17-22. [5] 赵国堂,李化建.高速铁路高性能混凝土应用管理技术[M].北京:中国铁道出版社,2009:93-110. [6] 施惠生,王琼.海工高性能混凝土用复合胶凝材料的试验研究[J].水泥,2003(9):1-5. [7] 陈剑毅,胡明玉.复杂环境下矿物掺合料混凝土的耐久性研究[J].硅酸盐通报,2011,30(6):639-644. [8] 陈立军,刘韬,王德君,等.混凝土掺合料优化组合方法的研究[J].混凝土与水泥制品,2009,12(6):12-15. [9] 徐辉东,张慧,李雷.高强高性能混凝土耐久性试验研究[J].施工技术,2008,37(增刊):58-61. [10] GB /T 500822009 普通混凝土长期性能和耐久性能试验方法[S].
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