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山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (4): 60-67.doi: 10.6040/j.issn.1672-3961.0.2015.251

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抗分散透水性混凝土性能研究

宋修广1,周健1,侯越2*,葛智1,孙仁娟1   

  1. 1. 山东大学土建与水利学院, 山东 济南 250061;2.北京科技大学国家材料服役安全科学中心, 北京 100083
  • 收稿日期:2015-07-31 出版日期:2016-08-20 发布日期:2015-07-31
  • 通讯作者: 侯越(1987—),男,江苏东台人,副教授,博士,主要研究方向为道路工程材料. E-mail:alladin@outlook.com E-mail:songxiuguang@sdu.edu.cn
  • 作者简介:宋修广(1967— ),男,山东威海人,教授,博士,主要研究方向为路基加固材料及技术,边坡加固,土动力学. E-mail: songxiuguang@sdu.edu.cn
  • 基金资助:
    国家自然科学基金资助项目(51478252)

Properties of anti-dispersing pervious concrete

SONG Xiuguang1, ZHOU Jian1, HOU Yue2*, GE Zhi1, SUN Renjuan1   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2. National Center for Materials Service Safety, University of Science &
    Technology Beijing, Beijing 100083, China
  • Received:2015-07-31 Online:2016-08-20 Published:2015-07-31

摘要: 对透水混凝土的水泥浆进行改性,得出耐离析、高流动性能的透水混凝土。通过室内研究系统研究了灰骨比、水灰比、骨料级配对透水混凝土强度、密度、孔隙率、渗透性的影响规律。试验结果表明:抗分散剂可有效解决水泥浆下沉及离析的问题;抗分散透水混凝土的灰骨比对混凝土的性能有显著影响,水灰比的影响较小;集料级配对混凝土的强度及孔隙率具有一定的影响。基于上述试验,得出适用于现场施工的透水混凝土配合比,通过现场试验验证了振动沉管法施工透水性混凝土桩的可行性,并验证了透水性混凝土桩具有较高承载力。

关键词: 透水混凝土, 透水混凝土桩复合地基, 集料级配, 耐离析, 水灰比, 灰骨比

Abstract: The cement paste was first modified to obtain high segregation resistance and high fluidity performance. The impacts of cement-aggregate ratio, water-cement ratio and aggregate gradation on pervious concrete strength, density, porosity, and permeability were studied systematically. Experimental results showed that the anti-dispersion agent could effectively solve the problems of cement grout sinking and segregation. The cement-aggregate ratio could significantly affect pervious concrete performance, compared with a small impact by the water-cement ratio. The aggregate gradation also had impacts on the strength and porosity of pervious concrete. Based on the tests above, the mix proportion of pervious concrete for field construction was got. Field testing indicated that pervious concrete pile could be constructed by vibration method. The pervious concrete pile had good bearing capacity.

Key words: cement aggregate ratio, pervious concrete pile composite foundation, segregation resistance, water cement ratio, aggregate gradation, pervious concrete

中图分类号: 

  • U416.1
[1] GOLAIT Y, SATYANARAYANA V, RAJU S. Concept of under reamed cemented stone columns for soft clay ground improvement[C] //IGS India Geotechnical Conference. Guntur, India: Indian Geotechnical Society, 2009:356-360.
[2] 王聪.透水性混凝土桩复合地基抗震机理及设计参数灵敏性分析[D]. 济南:山东大学, 2013. WANG Cong. Anti-earthquake mechanism and sensitivity analysis of design parameters of pervious concrete pile composite foundation[D]. Jinan: Shandong University, 2013.
[3] WOLFRAM S. Modeling the outflow from a porous pavement[J]. Urban Water, 2002, 4(1):245-253.
[4] RECHARD C, MEININGER. Pavements that leak[J]. Rock Products, 2004(11):32-33.
[5] BRATTEBO, BENJAMIN O, BOOTH, et al. Long-term storm water quantity and quality performance of permeable pavement systems[J]. Water Research, 2003, 37(18):4369-4376.
[6] BALADES J D, LEGRET M, MADIEC H. Permeable pavements: pollution management tools[J]. Water Science and Technology, 1995, 32(1):49-56.
[7] LEGRET M, COLANDINI V, LE MARC C. Effects of a porous pavement with reservoir structure on the quality of runoff water and soil[J]. Science of the Total Environment, 1996, 189-190:335-340.
[8] 霍亮. 透水性混凝土路面材料的制备及性能研究[D]. 南京:东南大学,2004. HUO Liang. Preparation, properties of pervious concrete pavement material[D]. Nanjing: Southeast University, 2004.
[9] 马威. 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. MA Wei. Study on the material design of the porous concrete drainage road base[D].Wuhan: Wuhan University of Technology, 2008.
[10] 杨静, 蒋国梁. 透水性混凝土路面材料强度的研究[J]. 混凝土, 2000,10:27-30. YANG Jing, JIANG Guoliang. A study on strength of pervious concrete as pavement material[J]. Concrete, 2000, 10:27-30.
[11] 程晓天, 张晓燕, 李凤兰, 等. 道路透水性混凝土的透水和力学性能试验研究[J]. 华北水利水电学院学报 2008,29(1):38-40. CHENG Xiaotian, ZHANG Xiaoyan, LI Fenglan, et al. Experimental study on permeability and mechanic performances of road pervious concrete[J]. Journal of North Institute of Water Conservancy and Hydroelectric Power, 2008, 29(1):38-40.
[12] NI L, SULEIMAN M T, RAICH A. Pervious concrete pile: an innovation ground improvement alternative[C] //ASCE GeoCongress 2013: Stability and Performance of Slopes and Embankments III. San Diego, CA, USA: American Society of Civil Engineers, 2013:2058-2065.
[13] SULEIMAN M, NI L, RAICH A. Development of pervious concrete pile ground-improvement alternative and behavior under vertical loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(7):
[14] 张宏博, 厉超, 宋修广, 等. 多孔透水混凝土桩复合地基承载特性研究[J]. 混凝土与水泥制品, 2015(8):15-20. ZHANG Hongbo, LI Chao, SONG Xiuguang, et al. Study on the load bearing characteristics of porous concrete pile composite foundation[J]. China Concrete and Cement Products, 2015(8):15-20.
[15] 宋修广, 于一凡, 张宏博,等. 透水性混凝土桩施工中超孔隙水压力变化特性试验[J]. 建筑科学与工程学报, 2016, 33(1):90-98. SONG Xiuguang, YU Yifan, ZHANG Hongbo, et al. Experiment on variation characteristics of excess pore water pressure during pervious concrete pile construction[J]. Journal of Architecture and Civil Engineering, 2016, 33(1):90-98.
[16] MONTES F, HASELBACH L. Measuring hydraulic conductivity in pervious concrete[J]. Environmental Engineering Science, 2006, 23(6):960-969.
[17] LUCK J D, WORKMAN S R, HIUUINS S F, et al. Hydrologic properties of pervious concrete[J]. Transaction of the ASABE, 2006, 49(6):1807-1813.
[18] 崔新壮, 王聪, 周亚旭,等.透水性混凝上桩减压减震耦合抗震机理研究[J]. 山东大学学报(工学版), 2012, 42(4):86-91. CUI Xinzhuang, WANG Cong, ZHOU Yaxu, et al. Anti-earthquake mechanism of pervious concrete pile composite foundation[J]. Journal of Shandong University(Engineering Science), 2012, 42(4):86-91.
[19] 张娜, 崔新壮, 张炯, 等. 路堤荷载作用下透水性混凝土桩减压降沉效应研究[J]. 山东大学学报(工学版), 2013, 43(4):80-86. ZHANG Na, CUI Xinzhuang, ZHANG Jiong, et al. Settlement-controlling and pressure-reduction effect of pervious concrete pile under the action of embankment load[J]. Journal of Shandong University(Engineering Science), 2013, 43(4):80-86.
[20] 崔新壮, 欧金秋, 张娜, 等. 透水性混凝土强度渗透性模型试验研究[J]. 土木建筑与环境工程, 2013, 35(4):114-120. CUI Xinzhuang, OU Jinqiu, ZHANG Na, et al. Strength-permeability model of pervious cement concrete[J]. Journal of Civil, Architectural & Environmental Engineering, 2013, 35(4):114-120.
[21] 赵志绪. 新型混凝土及其施工工艺[M]. 北京:中国建筑工业出版社, 1986.
[22] 冯爱丽, 覃维祖, 王宗玉. 絮凝剂品种对水下不分散混凝土性能影响的比较[J]. 石油工程建设, 2002, 28(4):6-10. FENG Aimin, QIN Weizu, WANG Zongyu. The comparison of anti-washout admixtures types to properties of the non-dispersible underwater concrete[J]. Petroleum Engineering Construction, 2002, 28(4):6-10.
[23] 刘娟. 水下不分散混凝土抗分散剂的研究[D]. 长沙:湖南大学,2005. LIU Juan. The research on antiwashout admixture of non-dispersive underwater concrete[D]. Changsha: Hunan University, 2005.
[24] 林鲜, 陈凌华, 周伟, 等. UWBⅡ型水下不分散混凝土絮凝剂的性能研究[J]. 混凝土, 2006, 4:52-53,73. LIN Xian, CHEN Linghua, ZHOU Wei, et al. The performance study of UWBⅡ anti-washout admixtures to non-dispersive underwater concrete[J]. Concrete, 2006, 4:52-53, 73.
[25] 陈严. UWB水下不分散混凝土的研究[J]. 水利水电工程设计, 1998(4):50-51. CHEN Yan. The research of UWB non-dispersive underwater concrete[J]. Design of Water Resources & Hydroelectric Engineering, 1998(4):50-51.
[26] 陆泉林, 水下不分散混凝土性能研究[J]. 石油工程建设, 1994(4):17-23. LU Quanlin. The performance study of non-dispersive underwater concrete[J]. Petroleum Engineering Construction, 1994(4):17-23.
[27] 仲伟秋,张庆亮.水下不分散混凝土的基本力学性能试验研究[J]. 混凝土, 2009(10):105-107. ZHONG Weiqiu, ZHANG Qingliang. The basic properties of the non-dispersible underwater concrete materials[J]. Concrete, 2009(10):105-107.
[28] 于得水, 潘淑燕, 王安成,等. 双级配骨料空隙率与粒径的关系[J]. 建材技术与应用, 2009(10):1-2. YU Deshui, PAN Shuyan, WANG Ancheng, et al. Relation between the double gradation aggregate and its grain size[J]. Research & Application of Building Materials, 2009(10):1-2.
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