Volume 9 Issue 3
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2009  >  9(3): 34-38
ZHANG Hong-jun, LI Zhen-xia, WANG Xuan-cang, WANG Ri-deng. Pavement performance of FYT waterproof[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 34-38. doi: 10.19818/j.cnki.1671-1637.2009.03.006
Citation: ZHANG Hong-jun, LI Zhen-xia, WANG Xuan-cang, WANG Ri-deng. Pavement performance of FYT waterproof[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 34-38. doi: 10.19818/j.cnki.1671-1637.2009.03.006
shu

Pavement performance of FYT waterproof

doi: 10.19818/j.cnki.1671-1637.2009.03.006
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Highway Bureau, Department of Communications of Hebei Province, Shijiazhuang 050051, Hebei, China

More Information
  • Author Bio:

    ZHANG Hong-jun(1967-), female, ,doctoral student, +86-29-82334836, zhi@hebroads.gov.cn

    WANG Xuan-cang(1956-), male, professor, PhD, +86-29-82334836, wxc2005@163.com

  • Received Date: 2009-01-15
  • Publish Date: 2009-06-25
    Abstract
  • The basic properties of FYT waterproof were analyzed.Its specific technical indices were measured.Its optimum amount and optimum dosage range were determined by shear test and pullout test in laboratory.The influences of temperature, interfacial roughness and water on the pavement performance of FYT waterproof were studied systematically.Comparison test analysis for FYT waterproof and the others used in common were carried out.Analysis result shows that optimum spreading volume for FYT-1# is 1.4~1.5 kg·m-2, and that for FYT-2# is 0.10~0.15 kg·m-2.The shear strength and tensile strength of FYT at 25 ℃ is 7~2times of that at 60 ℃.The losses of shear strength and tensile strength of FYT are respectively 3.0% and 7.5% after soaking in water.Comparing with other waterproofs, except for synchronous crushed stone, its shear strength and tensile strength are 3~4 times of that of the others.Obviously, FYT has good pavement performance.

     

    • FullText(HTML)
  • loading
    • References(11)
  • [1]
    徐勤武, 胡长顺, 王虎. 混凝土桥面复合式铺装层受力分析和设计[J]. 长安大学学报: 自然科学版, 2007, 27(4): 28-32. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200704006.htm

    XU Qin-wu, HU Chang-shun, WANG Hu. Mechanic analysisand design of composite type overlay on concrete bridgepavement[J]. Journal of Chang an University: Natural ScienceEdition, 2007, 27(4): 28-32. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200704006.htm
    [2]
    王涓. 水泥混凝土桥面沥青混凝土铺装防水粘结层的性能研究[D]. 南京: 东南大学, 2004.

    WANG Juan. Study on the properties of bituminous waterprooflayer on the concrete bridge deck pavement[D]. Nanjing: Southeast University, 2004. (in Chinese)
    [3]
    赵建武, 张永红, 张雷, 等. FYT-1改进型沥青基涂料在首都机场T3航站楼的应用[J]. 施工技术, 2007, 36(10): 86-87. https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS200710036.htm

    ZHAO Jian-wu, ZHANG Yong-hong, ZHANG Lei, et al. Application of FYT-1 i mproved asphalt coatingin Beijing CapitalInternational Airport Terminal 3[J]. Construction Technology, 2007, 36(10): 86-87. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS200710036.htm
    [4]
    马涛, 黄晓明, 居浩. 桥面防水粘结材料性能研究[J]. 公路交通科技, 2007, 24(1): 43-46. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200701010.htm

    MA Tao, HUANG Xiao-ming, JU Hao. Research on theperformance of waterproof and cohesive layer[J]. Journal ofHighway and Transportation Research and Development, 2007, 24(1): 43-46. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200701010.htm
    [5]
    祝海燕, 王选仓. 旧水泥路面薄层沥青罩面结构层间剪应力分析[J]. 辽宁省交通高等专科学校学报, 2006, 8(4): 1-2. https://www.cnki.com.cn/Article/CJFDTOTAL-LJTX200604002.htm

    ZHU Hai-yan, WANG Xuan-cang. Shearing stress analysisof thin asphalt overlays on old cement concrete pavement[J]. Journal of Liaoning Provincial College of Communications, 2006, 8(4): 1-2. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LJTX200604002.htm
    [6]
    高金岐, 罗晓辉, 徐世法, 等. 沥青粘结层抗剪强度试验分析[J]. 北京建筑工程学院学报, 2003, 19(1): 66-71. doi: 10.3969/j.issn.1004-6011.2003.01.016

    GAOJin-qi, LUO Xiao-hui, XUShi-fa, et al. Test and analysisof shearing strength of bituminous membrane[J]. Journal ofBeijing Institute of Civil Engineering and Architecture, 2003, 19(1): 66-71. (in Chinese) doi: 10.3969/j.issn.1004-6011.2003.01.016
    [7]
    高英, 黄晓明, 许涛. 水泥混凝土桥梁沥青混凝土铺装层的疲劳性能[J]. 交通运输工程学报, 2006, 6(1): 39-43. http://transport.chd.edu.cn/article/id/200601008

    GAO Ying, HUANG Xiao-ming, XU Tao. Fatigue charac-teristic of asphalt concrete pavement on cement concretebridge deck[J]. Journal of Traffic and TransportationEngineering, 2006, 6(1): 39-43. (in Chinese) http://transport.chd.edu.cn/article/id/200601008
    [8]
    张起森, 李宇峙, 邵腊根, 等. 厦门海沧大桥桥面沥青铺装层直道疲劳试验研究[J]. 中国公路学报, 2001, 14(1): 60-65, 72. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200101013.htm

    ZHANG Qi-sen, LI Yu-shi, SHAO La-gen, et al. Research onfatigue testsin the direct track for the asphalt deck pavement ofXiamen Haicang Steel Bridge[J]. China Journal of Highway andTransport, 2001, 14(1): 60-65, 72. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200101013.htm
    [9]
    WALTER R, OLESENJ F, STANG H, et al. Analysis ofan orthotropic deck stiffened with a cement-based overlay[J]. Journal of Bridge Engineering, 2007, 12(3): 350-363.
    [10]
    宋金华, 王立新, 田集体, 等. 沥青混凝土桥面铺装层材料性能的试验研究[J]. 公路交通科技, 2008, 25(2): 55-58, 63. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200802011.htm

    SONG Jin-hua, WANG Li-xin, TI ANJi-ti, et al. Test studyon properties of cohesive materials on bridge deck asphaltpavement[J]. Journal of Highway and Transportation Researchand Development, 2008, 25(2): 55-58, 63. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200802011.htm
    [11]
    刘国杰, 黄晓明. 特大桥梁沥青铺装层层间稳定性试验研究[J]. 公路交通科技, 2007, 24(6): 29-32, 36. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200706006.htm

    LI U Guo-jie, HUANG Xiao-ming. Research on the interfacestability of tack coat in the long-span concrete bridge deckpavement[J]. Journal of Highway and Transportation Researchand Development, 2007, 24(6): 29-32, 36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200706006.htm
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (377) PDF downloads(280) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return