Experimental Study of Green High Performance Concrete Strength Testing by Rebound Method

Author:

Kong Xu Wen1,Cui Long2,Wang Jin Shan3

Affiliation:

1. Shandong Province Academy of Buildings

2. Shandong University Of Technology, Qingdao, Shandong, 266520, China

3. Shandong Provincial Academy of Building Research

Abstract

Compare experiment analysis effect of material, slump, carbonation depth on green high performance concrete strength by rebound method, analysis under questions based on microstructure: (1)Basic reason for additives and admixtures etc. impact rebound testing; (2) Significant differences of pumping concrete and plastic concrete; (3) Concrete carbonation depth impact rebound value. Provide the method for improving testing accuracy of green high performance concrete strength testing by rebound method.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

1. Zhaoyuan Chen. High strength concrete and its application [M]. Beijing: tsinghua university press, (1992).

2. Zhongwei Wu . Huizhen Lian, high-performance concrete [j] China railway publishing house, (1999).

3. Naiqian Feng. High performance concrete [j]. China architecture &building press, (1996).

4. Zhongwei Wu. discussion for Concrete science and technology recent development direction, silicate journal, 1979, 3, P262-270.

5. ACI Committee 228, In-place Methods for Determination of Strength of Concrete (ACI228. IR-03), American Concrete Institute, Farmington Hills, MI, 2003, P. 22.

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