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自密实混凝土的研究和应用 被引量:132

The research and application of self-compacting concrete
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摘要  本文概要介绍自密实混凝土定义、流变学特性与试验方法,较详细论述微硅粉对混凝土流变性能改善,以及自密实混凝土的设计方法、试配、生产与应用。 The definition,rheology characteristic and testing methods of selfcompacting concrete (SCC) are been briefly introduced.The rheology of SCC improved by microsilica has been reviewed.Details of SCC design,trial & adjusting,production & applications are outlined.
作者 赵筠
出处 《混凝土》 CAS CSCD 2003年第6期9-17,共9页 Concrete
关键词 微硅粉 自密实混凝土 流变学 microsilica self-compacting concrete(SCC) rheology
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参考文献10

  • 1EFNARC. Specification and Guidelines for Self-Compacting Concrete,Nov. 2001. 被引量:1
  • 2Okamura, H., Development of Self-Compacting Concrete, presentation as a Ferguson Lecture at ACI Fall Convention, New Orleans, Nov, 6,1996. 被引量:1
  • 3Wallevik, O. H., et al. Optimisation of Mix Design, Report on Workpackage 5.2, TOPIC (Technically Optimised Piling Concept), European Commission, 2002. 被引量:1
  • 4Wallevik, O. H., Rheology of Cement Suspensions. The Icelandic Building Research Institute, Nov. 2001. 被引量:1
  • 5JSCE. Recommendation for Self-Compacting Concrete. Concrete Engineering Series 21, Concrete Committee of Japan Society of Civil Engineers, Aug. 1999. 被引量:1
  • 6Bernabeu. SCC: Form-System and Surface Quality, Final Synthesis Report, Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 04 -17, pp83. 被引量:1
  • 7Tvisksta, L., SCC: Guideiline, Task 9 End Product, Brite EuRam Contract No. BRPR-CT96 - 0366, 2000 - 07 - 13, pp. 48. 被引量:1
  • 8Bernabeu, et al. SCC: Production System for Civil Engineering, Final Report of Task 8.3, Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 05 - 24, pp. 40. 被引量:1
  • 9Henriksen, H. V., et al. Concrete Technology-Development of concrete mixes for tunel elements and ramps and experiences from the concrete production and castings, Proceedings of Immersed Tunnel Conference, Copenhagen, April 2000, pp. D1 - 1 - 13. 被引量:1
  • 10Bernabeu, SCC: Productivity and Economy, Final Report of Task 8.6,Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 06 - 20, pp.30. 被引量:1

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