透水砖铺装面层抗冻性能实验

郭晓鹏; 李俊奇

doi:10.13205/j.hjgc.202004010

透水砖铺装面层抗冻性能实验

doi: 10.13205/j.hjgc.202004010

郭晓鹏¹,
李俊奇^1,2, ,

1. 北京建筑大学城市雨水系统与水环境教育重点实验室, 北京 100044;
2. 北京建筑大学国家级水环境实验教学示范中心, 北京 100044

基金项目:

北京市自然科学基金重点项目（8191001）；国家水体污染控制与治理科技重大专项（2018ZX07110-008）。

详细信息

作者简介:
郭晓鹏(1993-),男,硕士研究生,主要研究方向为城市雨水管理与水环境生态工程。1187961345@qq.com

通讯作者:
李俊奇(1967-),男,博士,教授,主要研究方向为城市雨洪控制与利用技术、水环境保护与修复、水资源与环境经济。jqli6711@vip.163.com

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出版历程
- 收稿日期: 2019-11-20

EXPERIMENTAL STUDY ON FROST RESISTANCE PERFORMANCE OF PERMEABLE BRICK PAVEMENT

GUO Xiao-peng¹,
LI Jun-qi^{1,2
, ,}

1. Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. National Water Environment Experimental Teaching Demonstration Center, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

摘要

摘要: 透水铺装是雨水源头减排的重要技术之一，其在寒冷地区冻胀损坏是亟待解决的突出问题。透水砖是广泛采用的透水铺装材料，通过冻融循环实验，对透水砖铺装面层不同孔隙率、水饱和度及不同透水基层厚度条件下的面层抗冻性进行研究，结果表明：面层孔隙率与其抗冻性能呈负相关，孔隙率越高，面层抗冻性能越差。面层水饱和度与其抗冻性能呈负相关，水饱和度越高，抗冻性能越差；面层水饱和度90%是产生冻胀损坏的临界值，当面层水饱和度<90%时，其抗冻性能受损较小；当面层水饱和度>90%时，其抗冻性能明显变差。透水基层厚度对透水砖铺装面层抗冻性的影响较小。3个主要因素对透水砖铺装面层抗冻性能影响程度顺序为：面层水饱和度 > 面层孔隙率 > 透水基层厚度。
- 透水砖铺装 /
- 抗冻性能 /
- 水饱和度 /
- 孔隙率 /
- 冻融循环 /
- 城市雨水管理
Abstract: Permeable pavement is one of the key technologies for stormwater runoff emission reduction, of which the frost heaving damage in cold area is an urgent problem. Permeable bricks are widely used pervious pavement materials. The frost resistance of permeable pavement surface in different porosity, water saturation and permeable base thickness was studied through the freeze-thaw cycle experiments. The results showed that the porosity of the surface layer had a negative correlation with its frost resistance, and the higher porosity, the worse frost resistance of the surface layer. There was a negative correlation between the surface water saturation and its frost resistance, also. The frost resistance descended as the water saturation increased. The critical value of the surface water saturation for frost heave damage was 90%. When the water saturation of the surface layer was lower than 90%, the frost resistance was less damaged; when the water saturation of the surface layer was higher than 90%, the frost resistance got obviously worse. The thickness of permeable base had little effect on the frost resistance of permeable pavement. The three main influencing factors on the frost resistance of permeable pavement surface were in the extent sequence of water saturation > porosity > thickness of permeable base.
- permeable brick pavement /
- frost resistance /
- water saturation /
- porosity /
- freeze-thaw cycle /
- urban stormwater management

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参考文献(12)

LAI Y M, ZHANG S M, YU W B. A new structure to control frost boiling and frost heave of embankments in cold regions[J]. Cold Regions Science and Technology, 2012, 79/80:53-66.

VANCURA M, MACDONALD K, KHAZANOVICH L. Microscopic analysis of paste and aggregate distresses in pervious concrete in a wet, hard freeze climate[J]. Cement & Concrete Composites, 2011, 33(10):1080-1085.

LI W, POUR-GHAZ M, CASTRO J, et al. Water absorption and critical degree of saturation relating to freeze-thaw damage in concrete pavement joints[J]. Journal of Materials in Civil Engineering, 2011, 24(3):299-307.

FAGERLUND G. The critical degree of saturation method of assessing the freeze/thaw resistance of concrete[J]. Materials and Structures, 1977, 10(4):217-229.

马悦因. 多孔混凝土透水基层材料设计研究[D].武汉:武汉理工大学,2008.

薛冬杰, 谭文菁. 透水性生态混凝土的抗冻研究[J].山西建筑, 2015, 41(32):119-120.

中华人民共和国住房和城乡建设部. 普通混凝土长期性能和耐久性实验方法标准:GB/T 50082-2009[S].北京:中国建筑工业出版社,2009.

中华人民共和国住房和城乡建设部.透水砖路面技术规程:CJJ/T 188-2012[S].北京:中国建筑工业出版社,2012.

LITVAN G G. Pore structure and frost susceptibility of building materials[J]. Res Pap, 1973:17-30.

李俊奇, 张哲, 王耀堂, 等. 透水铺装设计与维护管理的关键问题分析[J]. 给水排水, 2019,45(6):26-31.

SUTTER L, VAN DAM T, PETERSON K R, et al. Long-term effects of magnesium chloride and other concentrated salt solutions on pavement and structural portland cement concrete[J]. Transportation Research Record Journal of the Transportation Research Board, 2006, 1979(1):60-68.

LEECH C, LOCKINGTON D, HOOTON R D, et al. Validation of Mualem's conductivity model and prediction of saturated permeability from sorptivity[J]. ACI Materials Journal, 2008, 105(1):44.

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