|本期目录/Table of Contents|

[1]罗维刚,钞 鑫,卢国文,等.聚丙烯纤维改性聚合物透水混凝土路面路用性能试验[J].建筑科学与工程学报,2018,35(06):118-126.
 LUO Wei-gang,CHAO Xin,LU Guo-wen,et al.Experiment on Road Performance of Polypropylene Fiber Modified Polymer Pervious Concrete Pavement[J].Journal of Architecture and Civil Engineering,2018,35(06):118-126.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
35卷
期数:
2018年06期
页码:
118-126
栏目:
出版日期:
2018-11-22

文章信息/Info

Title:
Experiment on Road Performance of Polypropylene Fiber Modified Polymer Pervious Concrete Pavement
作者:
罗维刚1,2,钞 鑫1,2,卢国文1,2,肖永站1,2
(1. 兰州理工大学 西部土木工程防灾减灾教育部工程研究中心,甘肃 兰州 730050; 2. 兰州理工大学 土木工程学院,甘肃 兰州 730050)
Author(s):
LUO Wei-gang1,2, CHAO Xin1,2, LU Guo-wen1,2, XIAO Yong-zhan1,2
(1. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou 730050, Gansu, China; 2. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, Gansu, China)
关键词:
聚丙烯纤维 聚合物 透水混凝土 路段模型 路面性能
Keywords:
polypropylene fiber polymer pervious concrete road section model pavement performance
分类号:
TU502
DOI:
-
文献标志码:
A
摘要:
为缓解聚合物透水混凝土路面硬化后脆性发展对路面的破坏,在已有经验和结论基础上研究聚丙烯纤维改性聚合物透水混凝土路面的路用性能。以无溶剂聚氨酯为胶黏剂,复掺聚丙烯纤维透水混凝土为道路面层,制作路段模型进行抗氯离子渗透、承载力、抗冲击和路面径流削减等一系列试验研究,并与普通透水混凝土对比分析。结果表明:普通透水混凝土与聚合物透水混凝土渗透系数分别为初始渗透系数的81%与92%,普通透水混凝土较聚合物透水混凝土易堵,主要由于聚合物乳液改善了新拌透水混凝土的工作性能,提高了混凝土的致密性; 胶乳中含有大量活性物质,在混凝土水化、硬化过程中增加了胶乳与集料及水化产物的黏附性; 聚丙烯纤维改性聚合物透水混凝土面层承载力较聚合物透水混凝土面层承载力提高了52%; 随着聚丙烯纤维掺量的增加,抗冲击性能增强,在复掺聚丙烯纤维掺量(质量分数)为1.5%时,抗冲击性能提高245.9%; 聚丙烯纤维改性聚合物透水混凝土路面雨量径流系数为0.11~0.29,较普通透水混凝土路面有更好的径流削减效果。
Abstract:
In order to alleviate the brittleness development and pavement damage of polymer pervious concrete pavement after hardening, based on previous experience and conclusions, the road performance of polypropylene fiber modified polymer pervious concrete pavement was studied. The road section model was made by using solvent-free polyurethane as adhesive and polypropylene fiber pervious concrete as road surface layer. A series of tests on chloride ion permeability, bearing capacity, impact resistance and runoff reduction of pavement were carried out, and the results were compared with those of ordinary pervious concrete. The results show that the permeability coefficient of ordinary concrete and polymer pervious concrete is 81% and 92% of the initial value respectively. The ordinary pervious concrete is easier to block than polymer pervious concrete, mainly because polymer emulsion improves the working performance of new pervious concrete and improves the compactness of concrete. There are a lot of active substances in latex, which increase the adhesion of latex to aggregate and hydration products during the hydration and hardening of concrete. The surface bearing capacity of polypropylene fiber modified polymer pervious concrete is 52% higher than that of polymer pervious concrete. With the increase of polypropylene fiber content, the impact resistance is enhanced. When adding polypropylene fiber is 1.5%, the impact resistance is increased by 245.9%. The rainfall runoff coefficient of polypropylene fiber modified polymer pervious concrete pavement is 0.11-0.29, which has better runoff reduction effect than ordinary pervious concrete pavement.

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备注/Memo

备注/Memo:
收稿日期:2018-02-11
基金项目:甘肃省建设科技攻关项目(JK2014-34)
作者简介:罗维刚(1975-),男,甘肃景泰人,副教授,E-mail:luowg@lut.cn。
更新日期/Last Update: 2018-11-22