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再生混凝土空心砌塊砌體基本力學(xué)性能的試驗研究
郝 彤,董 麗
摘 要
(鄭州大學(xué)土木工程學(xué)院,鄭州 450002)
 
[摘要] 通過對再生混凝土空心砌塊砌體的抗壓、抗剪等基本力學(xué)性能進(jìn)行試驗,研究了再生混凝土空心砌塊砌體在不同砂漿強(qiáng)度下的抗壓性能以及抗剪性能。研究表明:再生混凝土空心砌塊砌體的抗壓性能和抗剪性能與普通混凝土空心砌塊的基本相似,抗壓強(qiáng)度可采用《砌體結(jié)構(gòu)設(shè)計規(guī)范》(GB 50003—2011)建議的公式計算,砌體的通縫抗剪強(qiáng)度小于普通混凝土空心砌塊砌體的抗剪強(qiáng)度,通過對試驗數(shù)據(jù)的回歸分析,提出了再生混凝土空心砌塊砌體的抗剪強(qiáng)度平均值以及設(shè)計值的計算公式。
[關(guān)鍵字] 再生混凝土空心砌塊;抗壓強(qiáng)度;抗剪強(qiáng)度
中圖分類號:TU522.3+9      文獻(xiàn)標(biāo)識碼:A       文章編號:1002-848X(2013)S2-0576-05
作者簡介:郝彤,博士,教授,主要從事混凝土和砌體結(jié)構(gòu)基本理論及工程應(yīng)用研究,Email:haotong@zzu.edu.cn
 
Experimental study on the basic mechanical properties of recycled concrete hollow block masonry
Hao Tong , Dong Li
(College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China)
 
Abstract: By the experimental study on the basic mechanical properties of recycled concrete hollow block masonry, the compressive and shear behavior of recycled aggregate concrete hollow block masonry under different mortar strength were analyzed .Research indicats that the compressive and shear behavior of recycled aggregate concrete hollow block masonry are similar to that of ordinary concrete hollow block masonry. The normal formula is recommended to calculate the compressive strength of the masonry. The shear strength calculation formula of recycled concrete hollow block masonry is proposed according to the formula of masonry design code. The calculating results are in good agreement with the test results.         
Keywords: recycled concrete hollow block masonry; compressive strength; shear strength
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