Proportion of Tensile Strength and Compressive Strength of the Crumb Rubber Concrete Modified by Silane Coupling Agent

Author:

Li Wei1,Huang Zhen1,Wang Xiao Chu1,Wang Jun Wei1

Affiliation:

1. Shenyang University

Abstract

Silane coupling agent built a "molecular bridge" between organic molecules and inorganic molecules, which modified the rubber surface and increased the adhesive ability of rubber particles and cement, so that improved the mechanical properties of rubber concrete. This paper studied on the modification effect of coupling agent on the rubber concrete while the quality of silane coupling agent was 0.5% of that of cementitious material which compared with the mechanical properties of unmodified rubber concrete and the test of concrete under tension and compression ratio and compression ratio were analyzed at the same time.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. Meiling Dong. Application of Rubber Wastes in Concrete [J]. 2011, 23(6): 26-28.

2. Changwang Yan, Jingqing, JiaJu Zhang. Experimental study of ratio between splitting tensile strength and compressive strength for steel fiber reinforced ultra high strength concrete [J]. Journal of Dalian University of Technology. 2012, 52(2): 233-238.

3. Yan Lv, Zhaokun Chi, Guanghua Qi. Research on the performance of flexural about concrete. China Concrete. 2013, 45: 82-87.

4. People's Republic of China industry standard JGJ 55-2011. Ordinary concrete mix design procedure Beijing: China Building Industry Press, (2011).

5. The People's Republic of China industry standard. GB/T50081-2002. Research on test method those mechanical properties of ordinary concrete [S]. Beijing: Chinese Architecture Industry Press, (2002).

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