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云南玉溪海绵城市白水泥透水混凝土配比优化研究
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  • 英文篇名:Research on Mix Proportions of the White Cement Pervious Concrete in the Yuxi Sponge City of Yunnan Province
  • 作者:程智龙 ; 文韬 ; 张耀 ; 刘嘉豪 ; 罗凡 ; 冯晓楠
  • 英文作者:CHENG Zhi-long;WEN Tao;ZHANG Yao;LIU Jia-hao;LUO Fan;FENG Xiao-nan;China Construction Second Engineering Bureau Co.,Ltd.;College of Environmental Science and Engineering,Huazhong University of Science and Technology;
  • 关键词:配合比优化 ; 水胶比 ; 减水剂掺量 ; 设计孔隙率
  • 英文关键词:optimization of mix proportions;;water-binder ratio;;dosage of water reducer;;design porosity
  • 中文刊名:GSYT
  • 英文刊名:Bulletin of the Chinese Ceramic Society
  • 机构:中国建筑第二工程局有限公司;华中科技大学环境科学与工程学院;
  • 出版日期:2018-11-15
  • 出版单位:硅酸盐通报
  • 年:2018
  • 期:v.37;No.266
  • 语种:中文;
  • 页:GSYT201811058
  • 页数:5
  • CN:11
  • ISSN:11-5440/TQ
  • 分类号:340-344
摘要
针对云南玉溪海绵城市建设过程中白水泥透水混凝土存在的问题,本研究选择白水泥作为胶凝材料,研究考察水胶比、减水剂掺量、设计孔隙率三个不同因素对白水泥透水混凝土抗压强度和透水性的影响,深入分析三个因素的作用机理,以优化配合比参数,改善白水泥透水混凝土综合性能,并提出施工改进措施。研究结果显示,白水泥透水混凝土抗压强度与透水性之间存在对立关系,且当水胶比为0. 32,减水剂掺量为1. 5%,设计孔隙率为15%时,试块的综合性能最佳。
        For the problems of white cement pervious concrete in the construction of sponge city in Yuxi,Yunnan Province,white cement was selected as cementing material in this research. The effect of waterbinder ratio,water reducer dosage and design porosity on the compressive strength and water permeability of white cement pervious concrete was studied and the mechanism of its action was deeply analyzed,to optimize mix proportion,improve comprehensive performance of white cement pervious concrete and propose construction improvement measures. The research results show that there is an opposite relation between the compressive strength and water permeability of white cement pervious concrete. Moreover,when water-binder ratio is 0. 32,dosage of water reducer is 1. 5% and design porosity is 15%,the comprehensive performance of the test block is the best.
引文
[1]王玥,闫滨,李成林.透水混凝土制备及性能研究综述[J].硅酸盐通报,2017,36(3):864-869.
    [2]习海平,柴天红,张建强.彩色透水混凝土生产及施工工艺[J].江西建筑,2016(12):162-164.
    [3] Medhani R,Khan W,Arhin S. Evaluation of mix designs and test pocedures for pervious concrete[R]. Flexural Strength,2014.
    [4] Bandyopadhyay J,Chakraborty R,Deb S. Comparative study on various parameters of pervious concrete for different size of coarse aggregates[J].International Journal of Research and Analytical Reviews,2015,2:123-129.
    [5] Ibrahim H A,Razak H A. Effect of palm oil clinker incorporation on properties of pervious concrete[J]. Construction and Building Materials,2016,115:70-77.
    [6] Zaetang Y,Wongsa A,Sata V,et al. Use of coal ash as geopolymer binder and coarse aggregate in pervious concrete[J]. Construction and Building Materials,2015,96:289-295.
    [7]刘肖凡,白晓辉,王展展,等.粉煤灰改性透水混凝土试验研究[J].混凝土与水泥制品,2014(1):20-23.
    [8]甘冰清.透水混凝土的配合比设计及其性能研究[D].淮南:安徽理工大学,2011.
    [9]张巨松,张添华,宋东升,等.影响透水混凝土强度的因素探讨[J].沈阳建筑大学学报(自然科学版),2006(5):759-763.
    [10]张朝辉,王沁芳,杨江金,等.胶结材特性与多孔混凝土性能的关系研究[J].混凝土,2009(2):17-19.
    [11]谭克锋,陈得玉,钟文浩.高强混凝土强度增长速度及强度增长机理的研究[J].西南工学院学报,1997(4):21-24.

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