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低强度自密实再生大骨料混凝土配制试验研究
引用本文:李雪喆,徐晓,赵岩,唐啸宇,郝文秀. 低强度自密实再生大骨料混凝土配制试验研究[J]. 河北农业大学学报, 2017, 40(4). DOI: 10.13320/j.cnki.jauh.2017.0092
作者姓名:李雪喆  徐晓  赵岩  唐啸宇  郝文秀
作者单位:河北农业大学城乡建设学院,河北保定,071001
基金项目:河北省高等学校科学技术研究项目,河北农业大学理工基金,河北省现代农业产业体系蔬菜产业创新团队建设项目
摘    要:通过自密实再生大骨料混凝土的配制试验,研究了水胶比、高效减水剂对自密实再生混凝土强度及和易性的影响规律。结果表明:当水胶比W/B=0.55,高效减水剂掺量为胶凝材料的0.6%时,混凝土拌合物整体和易性良好,且无泌水现象发生,其抗压强度为18.1~20.5 Mpa。对于低强度混凝土建筑物,其承载力方面可以满足要求,具有一定技术可行性。

关 键 词:低强度  自密实  再生混凝土  大骨料  配合比

Experimental study on the proportions of raw materials of larger size self-compacting recycled aggregate concrete
LI Xue-zhe,XU Xiao,ZHAO Yan,TANG Xiao-yu,HAO Wen-xiu. Experimental study on the proportions of raw materials of larger size self-compacting recycled aggregate concrete[J]. Journal of Agricultural University of Hebei, 2017, 40(4). DOI: 10.13320/j.cnki.jauh.2017.0092
Authors:LI Xue-zhe  XU Xiao  ZHAO Yan  TANG Xiao-yu  HAO Wen-xiu
Abstract:Experiment study on the self-compacting recycled aggregate concrete was performed to study the factors like water-binder ratio and super-plasticizer affecting the compressive strength and rheological property of the self-compacting recycled concrete.The experiment results showed:when the water-binder ratio was W/B=0.55 and the proportion of super-plasticizer dosage was 0.6% of cementitious materials,the concrete mixing materials was good at the integration and workability,the compressive strength of which was 18.1-20.5Mpa,and there was no bleeding phenomenon.For the low-strength concrete buildings,its bearing capacity can meet the requirements of technical feasibility.
Keywords:low-strength  self-compacting  recycled concrete  larger size aggregate  proportions of raw materials
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