饱和泥浆法透水混凝土抗堵性试验研究_《混凝土与水泥制品》杂志社

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



饱和泥浆法透水混凝土抗堵性试验研究

Experimental Study on Resistance to Clogging of Pervious Concrete by Saturated Slurry Method

2021年第2期

透水混凝土；抗堵塞性能；透水损失率；饱和泥浆；连通孔隙率

Pervious concrete; Resistance to clogging; Loss of permeability; Saturated slurry; Continuous porosity

2021年第2期

10.19761/j.1000-4637.2021.02.013.06

河南省科技发展计划项目（152102210053）。

史俊礼1，蔡基伟1，高国防2，付万长1，周奕菡1，王显1

1.河南大学开封市工程修复与材料循环工程技术研究中心，河南开封 475004；2.河南建筑材料研究设计院有限责任公司，河南郑州 450002

史俊礼1，蔡基伟1，高国防2，付万长1，周奕菡1，王显1

史俊礼,蔡基伟,高国防,等.饱和泥浆法透水混凝土抗堵性试验研究[J].混凝土与水泥制品,2021(2):13-17,22.

SHI J L,CAI J W,GAO G F,et al.Experimental Study on Resistance to Clogging of Pervious Concrete by Saturated Slurry Method[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(2):13-17,22.

浏览量:

1000

摘要：以表观填隙系数为主要控制指标制备了不同强度等级的透水混凝土，分析了透水指标与连通孔隙率的关系。采用黄泛区粉土饱和泥浆作为堵塞介质，测定了预定次数堵塞(淋泥-晾干)循环后的各项透水指标，评价了饱和泥浆对透水混凝土抗堵塞性能的影响。结果表明：透水混凝土各项透水指标与连通孔隙率密切相关；当体系水灰（胶）比为0.24、表观填隙系数为0.70、高性能减水剂掺量适当时，透水混凝土抗压强度达到最高（28.3 MPa）且不积浆；经过堵塞循环后，透水混凝土的透水性下降明显，与掺减水剂试样相比，未掺减水剂试样的透水性损失速度快；初始连通孔隙率为10.5%的透水混凝土，经受近30次饱和泥浆的堵塞循环后，透水系数基本衰减到相关规程规定的下限值以下。 Abstract: The samples were prepared by controlling apparent paste-void ratio in pervious concrete, and the relation of permeable parameters to continuous porosity was analyzed. The saturated slurry made of silt in Yellow River Flood Area played a role of clogging medium. The permeable parameters were measured after the samples suffered scheduled clogging (slurry sprinkling - air drying) cycles to evaluate the effect of saturated slurry on resistance of pervious concrete to clogging. The results reveal that the permeable parameters of pervious concrete are closely related to its continuous porosity. The pervious concrete with the highest strength (28.3 MPa) and without paste flow can be prepared with water-cement (binder) ratio of 0.24, proper dosage of superplasticizer and in apparent paste-void ratio of approximate 0.70. The permeability of pervious concrete obviously reduces after clogging cycles. The permeability of pervious concrete samples without superplasticizer generally loses faster than that of samples with superplasticizer. For the pervious concrete with initial continuous porosity of 10.5%, its coefficient of permeability decreases to less than minimum value defined by related specification after nearly 30 clogging cycles.

英文名 : Experimental Study on Resistance to Clogging of Pervious Concrete by Saturated Slurry Method

刊期 : 2021年第2期

关键词 : 透水混凝土；抗堵塞性能；透水损失率；饱和泥浆；连通孔隙率

Key words : Pervious concrete; Resistance to clogging; Loss of permeability; Saturated slurry; Continuous porosity

刊期 : 2021年第2期

DOI : 10.19761/j.1000-4637.2021.02.013.06

文章编号 :

基金项目 : 河南省科技发展计划项目（152102210053）。

作者 : 史俊礼1，蔡基伟1，高国防2，付万长1，周奕菡1，王显1

单位 : 1.河南大学开封市工程修复与材料循环工程技术研究中心，河南开封 475004；2.河南建筑材料研究设计院有限责任公司，河南郑州 450002

史俊礼1，蔡基伟1，高国防2，付万长1，周奕菡1，王显1

史俊礼,蔡基伟,高国防,等.饱和泥浆法透水混凝土抗堵性试验研究[J].混凝土与水泥制品,2021(2):13-17,22.

SHI J L,CAI J W,GAO G F,et al.Experimental Study on Resistance to Clogging of Pervious Concrete by Saturated Slurry Method[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(2):13-17,22.





摘要

参数

结论

参考文献

引用本文

Abstract: The samples were prepared by controlling apparent paste-void ratio in pervious concrete, and the relation of permeable parameters to continuous porosity was analyzed. The saturated slurry made of silt in Yellow River Flood Area played a role of clogging medium. The permeable parameters were measured after the samples suffered scheduled clogging (slurry sprinkling - air drying) cycles to evaluate the effect of saturated slurry on resistance of pervious concrete to clogging. The results reveal that the permeable parameters of pervious concrete are closely related to its continuous porosity. The pervious concrete with the highest strength (28.3 MPa) and without paste flow can be prepared with water-cement (binder) ratio of 0.24, proper dosage of superplasticizer and in apparent paste-void ratio of approximate 0.70. The permeability of pervious concrete obviously reduces after clogging cycles. The permeability of pervious concrete samples without superplasticizer generally loses faster than that of samples with superplasticizer. For the pervious concrete with initial continuous porosity of 10.5%, its coefficient of permeability decreases to less than minimum value defined by related specification after nearly 30 clogging cycles.

扫二维码用手机看

上一个

高流动性3D打印水泥基材料制备及性能研究

下一个

粉煤灰对淡化海砂混凝土性能的影响

头部文案

饱和泥浆法透水混凝土抗堵性试验研究

相关文件