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《Concrete》 2009-02
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Binding material paste characteristics and porous concrete properties

ZHANG Zhao-hui 1,WANG Qin-fang 2,YANG Jiang-jin 1,YANG Juan 3(1.Changzhou Institute of Building Research Changzhou 213015,China;2.Changzhou Building Engineering Quality Test and Measuring Center Changzhou 213015,China;3.Chongqing Institute of Building Research,Chongqing 400020,China)  
Binding material paste characteristics and porous concrete properties are studied.The results indicate that binding material paste fluidity dependends on the water to binding material,based on the same mixing proportion.The applicable paste fluidity is 160 mm to 200 mm for porous concrete compaction,in which 160 mm to 180 mm is suitable for vibration compaction,and pressure compaction is appropriate with flow of 180 mm to 200 mm.Porous concrete with good compressive strength and large void ratio can be gained by proper vibration time or pressure.
【CateGory Index】: TU528.2
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHANG Zhao-hui1,WANG Qin-fang1,YANG Juan2(1.Changzhou Institute of Building Research,Changzhou 213015,China;2.Chongqing Institute of Building Research,Chongqing 400020,China);Influence factors of compressive strength and permeability of pervious concrete[J];Concrete;2008-03
2 ZHANG Zhao-hui1,WANG Qin-fang 1,YANG Jiang-jin 1,LIAO Jia-qing 2,YANG Juan 3(1.Chang zhou Institute of Building Research,Changzhou 213015,China;2.Fu jian Institute of Building Research,Fuzhou 350025,China; 3.Chong qing Institute of Building Research,Chongqing 400020,China);Study and design on pervious concrete mix proportion[J];Concrete;2008-06
【Co-citations】
Chinese Journal Full-text Database 7 Hits
1 QIAN Bo,CHENG Peng,LI Huai-xu,CHAI Ya-dong,Lü Jian,HE Xue-song(Engineering & Technology Department of Xichang College,Xichang 615013,China);Mix ratio of porous pervious concrete bassed on similar and orthogonal experiment[J];Concrete;2009-05
2 XU Hong (Nantong Texlil Vocational Technology College,Nantong 226007,China);Application of Pervious Concrete System[J];Journal of Nantong Textile Vocational Technology College;2008-04
3 YANG Jiu-jun 1,2,YAN Liang 1,HAN Jing-yi 3(1.School of Materials Science and Engineering,Zhengzhou University,Zhengzhou 450052,China; 2.Department of Materials Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China; 3.Henan Xin'anli Nondestructive Testing Limited Company,Zhengzhou 450052,China);Preparation of plant-growing recycled concrete and compatibility[J];Concrete;2009-09
4 QIAN Bo,CHENG Peng,LI Huai-xu,CHAI Ya-dong,LU Jian,HE Xue-song(Engineering &Technology Department of Xichang College,Xichang 615013 China);Orthogonal Experiment on the Mixing Ratio of Porous Pervious Concrete Based on Compressive Strength[J];Journal of Xihua University(Natural Science Edition);2009-03
5 XUE Li-jiao,CHEN Li-hong,LIN You-jun(Dept.of C.E.of Shaanxi University of Technology,Hanzhong 723001,China);Effects of aggregate on the performance of pervious concrete[J];Journal of Shaanxi University of Technology(Natural Science Edition);2010-01
6 Yuan Qitao,Yang Wen,Lin Xi(China State Construction Ready Mix Concrete Tianjin CO.,LTD,300450,Tianjin,China);Study and design on mix proportion of planting concrete[J];Ready-Mixed Concrete;2011-01
7 XU Renchong1,LIU Junxiu2,ZENG Chongsheng1,CAI Zhengzhe1(1.Xiamen Academy of Building Research Group Co.Ltd.,Xiamen 361004,Fujian,China;2.Xiamen Tianrun Jinlong Building Material Co.Ltd.,Xiamen 361009,Fujian,China);Optimal design of pervious concrete proportion using Design-Expert software[J];New Building Materials;2010-07
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