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超长结构混凝土应变实测及其工程应用 被引量:3

SUPER-LONG STRUCTURE CONCRETE STRAIN TEST AND ENGINEERING APPLICATION
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摘要 通过对粉煤灰混凝土和矿粉混凝土在超长结构混凝土中的应变监测,探讨使用两种掺合料的混凝土在试件和实体中的收缩规律,结果表明两种掺合料的混凝土试件和墙体应变发展规律相同。在相同的实体条件下,截至龄期180d,矿粉混凝土应变约170με;粉煤灰混凝土应变约110με,比矿粉混凝土小很多,证实采用单掺粉煤灰的混凝土在实体中收缩量更小。通过实践总结控制混凝土收缩的几个方法。 In this paper, through the strain monitoring of fly ash concrete and mineral powder concrete in super long structure concrete, the shrinkage law of concrete in the test block and entity using two kinds of admixture is discussed. The results show that the development law of the concrete block and wall strain of two kinds of admixtures is the same. Under the same solid condition, the mineral powder is about 170με. The strain of fly ash concrete is about 110με, which is much smaller than that of mineral powder concrete, which proves that the concrete shrinkage of concrete with single fly ash is smaller. At the same time, through the engineering practice application, summed up the control concrete shrinkage several aspects.
出处 《建筑技术》 北大核心 2017年第10期1102-1104,共3页 Architecture Technology
关键词 粉煤灰混凝土 矿粉混凝土 超长结构 应变 收缩 fly ash concrete mineral powder concrete super long structure strain shrinkage
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  • 1杨晓燕,翁俊.城市地下空间CO_2浓度的测试研究[J].地下空间与工程学报,2006,2(2):199-202. 被引量:13
  • 2Glisic B, lnaudi D. Monitoring of early and very early age deformation of concrete using fiber optic sensors [C]//F6d6tation Internationale du Beon. Proceedings of the Second fib International Congress. Naples, Italy, June, on conference CD, 1D 17-26, 2006.
  • 3O'Moore, Liza, Baweja, Daksh and Dux, Peter. Investigation of Early Age Tensile Stresses, Shrinkage strains in pavements and standard drying shrinkage tests. [C]// Concrete Institute of Australia. 22nd Biennial Conference, Concrete 05-Issues Opportunities Innovations. Melbourne, Australia, Concrete Institute of Australia, October, 2005.
  • 4Jeong-Hee Nam. Early-age behavior of CRCP and its implications for long-term performance [D]. Austin, America, The University of Texas at Austin, 2005.
  • 5GANESH, PRAKASH. Transverse cracking of high performance concrete bridge decks [D]. Cincinnati, America, University of Cincinnati, 2006.
  • 6Bjφntegaard φ. Autogenous and thermal deformations [C]// Bentur A. Early Age Cracking in Cementitious Systems-Report of RILEM Technical Committee 181-EAS-Early Age Shrinkage Induced Stresses and Cracking in Cementitious Systems. RILEM Publications SARL, 2003: 65-88.
  • 7Jeffrey Keith Johnson. Concrete bridge deck behavior under thermal loads [D]. Montana, America, Montana State University, July, 2005.
  • 8Daniel Cusson, Ted Hoogeveen. Measuring early-age coefficient of thermal expansion in High-Performance Concrete [C]// Jensen O M, Lura P, Kovler K. International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation. Lyngby, Denmark, 2006.
  • 9D'Ambrosia M D, Lange D A, Grasley Z C. Measurement and modeling of concrete tensile creep and shrinkage at early age [M]. ACI Special Publication Volume: 220, March, 2004: 99- 122.
  • 10Aufleger M, Conrad M, Strobl Th, Husein Malkawi A I, Duan Y. Distributed Fibre Optic Temperature Measurements in RCC-Dams in Jordan and China [DB/OL]. http://www.dtkinfo.de/german_research/index. cgi/page/article/article_id/24. 2008-4-22.

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