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《Building Science Research of Sichuan》 2004-04
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Inspection of compressive strength of recycled concrete by rebound method

XIAO Jian-zhuang~1,LI Jia-bin~1,SUN Zhen-ping~2(1.Department of Building Engineering,Tongji University,Shanghai200092,China;aterials Research,Tongji University,Shanghai200092,China)  
In this paper,the compressive strength of recycled aggregate concrete with different recycled coarse aggregate(RCA) replacement ratios is inspected by rebound method.The test results indicate that it is feasible to inspect the compressive strength of recycled concrete by rebound method.A unified regression formula for inspection of the compressive strength of recycled concrete with different RCA replacement ratios is obtained.The regression formula can meet the requirement of the quality of concrete through regression analysis.In order to reflect the influence of RCA replacement ratio,several regression formulas for each RCA replacement ratio are presented.A comparison about the unified f_(cu)-R_m curves between recycled aggregate concrete (RAC) and natural aggregate concrete(NAC) is made.The results show that the surface hardness of RAC is lower than that of NAC.However,as the compressive strength increases,the improvement of surface hardness of RAC is faster than that of NAC.
【Fund】: 上海市科学技术委员会资助项目(02DZ12104)
【CateGory Index】: TU755.7
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