为研究骨料品种对等强度水工混凝土的性能影响,选取3个不同骨料品种及大坝工程配合比,进行水工混凝土力学、变形及热物理性能试验。研究表明:混凝土强度等级一致时,不同骨料品种的混凝土变形及热物理性质不同——灰岩混凝土的抗拉强度最大、干缩较低、热物理性能好,且灰岩骨料本身强度适中、易于加工、骨料粒形好、吸水率低,是人工骨料中的首选;白云岩也较理想,但玄武岩混凝土弹性模量高、变形大、热物理性能不佳,不利于大坝混凝土的体积稳定性。
Abstract
The mechanical, deformation and thermophysical properties of hydraulic concretes with three different aggregates and damengineering mix ratios were tested. The results revealed that given equivalent strength, the deformation and thermophysical properties of concrete with different aggregates were different. Limestone concrete has the highest tensile strength, lower drying shrinkage and good thermophysical properties. Moreover, limestone is the first choice among artificial aggregates owing to its good grain shape, low water absorption, and moderate intensity which means can be easily processed. Dolomite aggregate is also ideal, but basalt concrete is unfavorable for the volume stability of dam concrete because it has large elastic modulus, big deformation and poor thermophysical properties. The conclusions provide guidance for the mix design and reasonable selection of aggregate for hydraulic concrete.
关键词
骨料品种 /
水工混凝土 /
强度等级 /
干缩 /
热物理参数
Key words
aggregate variety /
hydraulic concrete /
strength level /
drying shrinkage /
thermo physical parameters
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参考文献
[1] JIA J S,ZHENG C Y,YUAN Y L.Dam Construction in China,2008 Statistics[C]∥Chinese National Committee on Large Dams. Progresses and Concerned Issues,The 1st International Symposium on Rockfill Dams, Chengdu,October 18-21, 2009:907-913.
[2] 杨华全,李鹏翔,李 珍. 混凝土碱骨料反应[M]. 北京:中国水利水电出版社,2010.(YANG Hua-quan,LI Peng-xiang,LI Zhen.Reaction of Alkali-aggregate of Concrete[M]. Beijing:China Water Power Press,2010.(in Chinese))
[3] MEHTA P K,ROY M.Report of the 9th International Congress on the Chemistry of Cement[J]. Cement and Concrete Research,1993,23(2):504-505.
[4] DL/T 5144-2001,水工混凝土施工规范[S]. 北京:中国电力出版社,2002.(DL/T 5144-2001, Specifications for Hydraulic Concrete Construction[S]. Beijing: China Electric Power Press, 2002.(in Chinese))
[5] 方坤河.碾压混凝土材料、结构与性能[M]. 武汉:武汉大学出版社,2004.(FANG Kun-he. Material, Structure and Properties of Roller Compacted Concrete(RCC)[M]. Wuhan: Wuhan University Press, 2004.(in Chinese))
[6]汪澜.水泥混凝土组成、性能、应用[M]. 北京:中国建材工业出版社,2005.(WANG Lan. Material, Properties and Application of Cement Concrete[M]. Beijing: China Building Material Industry Publishing House, 2005.(in Chinese))
[7]李家正,石妍,杨华全.骨料品种对混凝土体积变形特性的影响研究[J]. 武汉理工大学学报,2010,32(6):16-19.(LI Jiazheng, SHI Yan, YANG Huaquan. Study on Effect of Aggregate Variety on Concrete Autogenous Volume Deformation[J]. Journal of Wuhan University of Technology,2010,32(6):16-19.(in Chinese))
[8]李光伟. 混凝土抗裂能力的评价[J]. 水利水电科技进展,2001,21(4):33-36.(LI Guang wei. Evaluation of Concrete Cracking Capacity[J]. Advances in Science and Technology of Water Resources, 2001, 21(4): 33-36.(in Chinese))