|Table of Contents|

[1] Liu Yun, Qian Zhendong, Zhang Lei, et al. Mechanical properties of epoxy asphalt mixture pavementwith lightweight aggregate applied on bascule bridge [J]. Journal of Southeast University (English Edition), 2012, 28 (3): 321-326. [doi:10.3969/j.issn.1003-7985.2012.03.012]
Copy

Mechanical properties of epoxy asphalt mixture pavementwith lightweight aggregate applied on bascule bridge()
用于开启桥的轻质环氧沥青混凝土桥面铺装力学性能
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
28
Issue:
2012 3
Page:
321-326
Research Field:
Traffic and Transportation Engineering
Publishing date:
2012-09-30

Info

Title:
Mechanical properties of epoxy asphalt mixture pavementwith lightweight aggregate applied on bascule bridge
用于开启桥的轻质环氧沥青混凝土桥面铺装力学性能
Author(s):
Liu Yun1 2 Qian Zhendong2 Zhang Lei2 Jiang Chenlong3
1College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
2Intelligent Transportation System Institute, Southeast University, Nanjing 210096, China
3T.Y.Lin International Engineering
刘云1 2 钱振东2 张磊2 江陈龙3
1河海大学土木与交通学院, 南京 210098; 2东南大学智能运输系统研究中心, 南京 210096; 3林同炎国际工程咨询有限公司, 重庆 401121
Keywords:
bascule bridge steel bridge deck pavement lightweight aggregate mechanical response shear stress
开启桥 钢桥面铺装 轻质集料 力学响应 剪应力
PACS:
U443.33
DOI:
10.3969/j.issn.1003-7985.2012.03.012
Abstract:
The high temperature anti-rutting performance, water stability and low temperature bending property of epoxy asphalt mixture with 0%, 15%, 25%, 40%, and 70% granulated and circular lightweight aggregates by weight are tested, respectively. The dynamic responses under the vehicle load and in the opening process are analyzed to obtain the mechanical responses of pavements by using the finite element method. The complicated structure including a steel deck and a waterproof adhesive layer is made to verify the bond strength of the 2451-type epoxy asphalt binder. Research results show that the epoxy asphalt mixtures with lightweight aggregate replacement percentages from 0% to 70% all satisfy the requirements for steel bridge pavements. The epoxy asphalt mixture with a 70% circular lightweight aggregate replacement percentage is recommended because of its smaller density when compared with other epoxy asphalt mixtures. The shear stress increases with the increase in the opening angle and achieves its maximum at the maximum opening angle of 85°. Test results show that the Tianjin Bascule Bridge can be used for first opening after a 3 d pavement conditioning.
拟定质量替代百分数分别为0%, 15%, 25%, 40%, 70%的碎石型陶粒环氧沥青混合料和圆型陶粒环氧沥青混合料, 进行高温抗车辙性能、水稳定性及低温弯曲性能试验.采用有限元方法分析开启桥在行车和开启2种状态下的力学响应.最后成型含钢桥面板、防水黏结层及环氧沥青混凝土的复合结构试件来验证2451型环氧沥青黏结料的界面黏结强度.研究结果表明, 质量替代百分数分别为0%, 15%, 25%, 40%, 70%的陶粒环氧沥青混合料均能满足钢桥面铺装的力学性能要求.替代百分数为70%的圆型陶粒环氧沥青混合料由于其在减轻铺装质量等方面的优势被推荐为开启桥桥面铺装用的首选材料.桥面铺装层间剪应力随着开启角度的增大而增大, 并在开启角度达到最大值85°时达到峰值.通过室内试验结果可知, 天津响螺湾立转式开启桥在桥面铺装铺筑完成并养生3 d后可进行首次开启.

References:

[1] Wycoff J C. Suitability of lightweight aggregate for bituminous plant mix [J]. ASTM Bulletin, 1959, 235: 33-36.
[2] Lehmann H L, Adam V. Use of expanded clay aggregate in bituminous construction [C]//Highway Research Board Proceedings. Washington DC, USA, 1959: 398-407.
[3] Bob M, Gallaway P E. Expanded shale clay and slate reference manual for asphalt pavement systems [M]. Salt Lake City: Expanded Shale Clay and Slate Institute, 1998: 20-26.
[4] Mallick R B, Hooper F P, O’Brien S, et al. Evaluation of use of synthetic lightweight aggregate in hot-mix asphalt [J]. Transportation Research Record, 2004, 1891: 1-7.
[5] Yu Shumin, Luo Bingli. Bond strength and stability between asphalt mixture and diatomite lightweight aggregate [J]. Highway, 1998(12): 46-47.(in Chinese)
[6] Liu Qihua, Li Cuibin, Zhang Chuanmei, et al. Experimental study and application on high-strength shale ceramsite prepared asphalt ceramsite concrete [J]. Journal of Guangzhou University: Natural Science Edition, 2007, 6(3): 77-81.(in Chinese)
[7] Qian Zhendong, Chen Leilei, Jiang Chenlong, et al. Performance evaluation of a lightweight epoxy asphalt mixture for bascule bridge pavements [J]. Construction and Building Materials, 2011, 25(7): 3117-3122.
[8] Xu Qinwu, Zhou Qinghua, Cesar M. Experimental and numerical analysis of a waterproofing adhesive layer used on concrete-bridge decks [J]. International Journal of Adhesion and Adhesives, 2009, 29(5): 525-534.
[9] Xu Qinwu, Sun Zengzhi, Wang Hu. Laboratory testing material property and FE modeling structural response of PAM-modified concrete overlay on bridges [J]. Journal of Bridge Engineering, 2009, 14(1): 26-35.
[10] CCCC Highway Consultants Co., Ltd. JTG D60—2004 General code for design of highway bridges and culverts [S]. Beijing: Ministry of Transport of the People’s Republic of China, 2004.(in Chinese)
[11] Qian Zhendong, Luo Jian, Jing Miaomiao. Mechanical analysis of asphalt concrete paving projects on steel bridge deck [J]. China Journal of Highway and Transport, 2005, 18(2): 61-64.(in Chinese)
[12] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 50010—2002 Code for design of concrete structures [S]. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China, 2002.(in Chinese)

Memo

Memo:
Biography: Liu Yun(1981—), male, lecturer, doctor, seuliuyun@126.com.
Foundation items: China Postdoctoral Science Foundation(No.20110491342), Jiangsu Postdoctoral Science Foundation(No.1101018C), the National Natural Science Foundation of China(No.51178114, 50908054).
Citation: Liu Yun, Qian Zhendong, Zhang Lei, et al.Mechanical properties of epoxy asphalt mixture pavement with lightweight aggregate applied on bascule bridge[J].Journal of Southeast University(English Edition), 2012, 28(3):321-326.[doi:10.3969/j.issn.1003-7985.2012.03.012]
Last Update: 2012-09-20