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Abstract

The cast asphalt mixture is the most widely applied pavement material for large-span steel bridge decks in China, and its asphalt binder mainly employs polymer composite modified asphalt. This paper selected four types of polymer composite modified asphalt to study the flowability, high-temperature performance, low-temperature performance, and fatigue performance of their mixture GA10, and at the same time compared them with lake asphalt composite modified asphalt and its mixture GA10. The results show that the low-temperature performance and fatigue performance of polymer composite modified asphalt GA10 are significantly better than those of lake asphalt composite modified asphalt GA10. The road performance of the cast asphalt mixture is closely related to the performance of the asphalt binder. Polymer composite modified asphalt with the high high-temperature viscosity and softening point has better high-temperature stability in its mixture GA10, while polymer composite modified asphalt with the high low-temperature ductility and elastic recovery rate has better low-temperature cracking resistance and fatigue performance in its mixture GA10. According to the physical engineering requirements, suitable polymer composite modified asphalt should be selected.

Publication Date

11-8-2022

DOI

10.14048/j.issn.1671-2579.2022.05.030

First Page

167

Last Page

171

Submission Date

April 2025

Reference

[1] WANG H C,LIGF. Study of factors influencing gussasphalt mixture performance[J].Construction & BuildingMaterials,2015,101:193-200. [2] 王朝辉, 陈谦, 高志伟, 等. 浇注式沥青混凝土现状与发展[J]. 材料导报, 2017, 31(5): 135-145. WANG Chaohui, CHEN Qian, GAO Zhiwei, et al. Review on status and development of gussasphalt concrete[J]. Materials Reports, 2017, 31(5): 135-145. [3] 李浩, 王志祥, 刘锋, 等. BRP改性剂对GMA浇注式沥青混凝土高温性能影响研究[J]. 中外公路, 2018, 38(2): 291-295. LI Hao, WANG Zhixiang, LIU Feng, et al. Study on the influence of BRP modifier on high temperature performance of GMA pouring asphalt concrete[J]. Journal of China & Foreign Highway, 2018, 38(2): 291-295. [4] 王贤良, 王志祥. 钢桥面铺装浇注式沥青混合料性能研究[J]. 铁道科学与工程学报, 2018, 15(8): 1956-1962. WANG Xianliang, WANG Zhixiang. Research on the steel deck pavement performance of pouring asphalt concrete[J]. Journal of Railway Science and Engineering, 2018, 15(8): 1956-1962. [5] 胡德勇, 吕奖国, 王民, 等. 浇注式沥青混合料特点及发展动态[J]. 公路交通技术, 2015, 31(6): 14-17 HU Deyong, LYU Jiangguo, WANG Min, et al. Features and development trend of cast asphalt mixture[J]. Technology of Highway and Transport, 2015, 31(6): 14-17. [6] 张毅, 李璐, 刘攀. 沌口长江公路大桥试验段铺装结构的路用性能[J]. 筑路机械与施工机械化, 2019, 36(7): 41-45, 51. ZHANG Yi, LI Lu, LIU Pan. Pavement performance of test section of Zhuankou Yangtze River highway bridge[J]. Road Machinery & Construction Mechanization, 2019, 36(7): 41-45, 51. [7] 朱定, 李书亮. 港珠澳大桥钢桥面铺装方案比选及浇注式沥青混合料(GMA)标准化施工工艺控制[J]. 中外公路, 2019, 39(2): 161-164. ZHU Ding, LI Shuliang. Comparison and selection of paving schemes for steel deck of Hong Kong-Zhuhai-Macao bridge and standard construction technology control of pouring asphalt mixture (GMA)[J]. Journal of China & Foreign Highway, 2019, 39(2): 161-164. [8] XIN C F,LU Q,AI C F, et al. Optimization of hard modified asphalt formula for gussasphalt based on uniform experimental design[J].Construction & Building Materials,2017,136:556-564. [9] 王民, 包广志, 李璐, 等. 不同沥青结合料的浇注式沥青混合料性能对比分析[J]. 重庆交通大学学报(自然科学版), 2019, 38(5): 57-61. WANG Min, BAO Guangzhi, LI Lu, et al. Comparison of performance of gussasphalt with different asphalt binders[J]. Journal of Chongqing Jiaotong University (Natural Science), 2019, 38(5): 57-61. [10] 姚鸿儒, 王仕峰. 钢桥面铺装用聚合物改性沥青的研究与应用进展[J]. 石油沥青, 2014, 28(6): 66-71. YAO Hongru, WANG Shifeng. Study and application progress of polymer modified asphalt in steel bridge pavement[J]. Petroleum Asphalt, 2014, 28(6): 66-71. [11] 杨军, 潘友强, 邓学钧. 桥面铺装浇注式沥青混凝土性能[J]. 交通运输工程学报, 2007, 7(1): 49-53. YANG Jun, PAN Youqiang, DENG Xuejun. Gussasphalt performances on bridge deck[J]. Journal of Traffic and Transportation Engineering, 2007, 7(1): 49-53. [12] 章登精. 浇注式硬质直馏沥青混凝土钢桥面铺装设计和施工技术研究[J]. 公路, 2015, 60(7): 21-29. ZHANG Dengjing. Design and construction for steel deck pavement of hard straight gussasphalt concrete[J]. Highway, 2015, 60(7): 21-29. [13] 李玉龙, 陈仕周, 孙大权, 等. 东海大桥桥面铺装的研究与工程应用[J]. 中外公路, 2006, 26(2):150-153. LI Yulong, CHEN Shizhou, SUN Daquan, et al. Research and engineering application of deck pavement of Donghai bridge[J]. Journal of China & Foreign Highway, 2006, 26(2):150-153. [14] 伍朝晖, 杨睿, 王民, 等. 重庆朝天门长江大桥钢桥面铺装结构与材料设计[J]. 四川建筑科学研究, 2010, 36(4):72-74. WU ZhaoHui, YANG Rui, WANG Min, et al. Pavement structure and material design of steel deck of Chongqing Chaotianmen Yangtze River Bridge[J]. Sichuan Building Science, 2010, 36(4):72-74. [15] 钟庆军, 肖晶晶. 云南龙江特大桥钢桥面铺装设计[J]. 山西建筑, 2016, 42(15): 178-179, 180. ZHONG Qingjun, XIAO Jingjing. Steel bridge deck paving design of Longjiang ectra-large bridge in Yunnan province[J]. Shanxi Architecture, 2016, 42(15): 178-179, 180. [16] 杜会民, 虎见. 清水河大桥钢桥面铺装浇注式沥青混凝土高温稳定性评价指标研究[J]. 公路, 2017, 62(3): 285-287. [17] 郝增恒. 沥青品种对浇筑式沥青混凝土疲劳性能的影响[J]. 重庆交通大学学报(自然科学版), 2013, 32(5): 950-952, 978. HAO Zengheng. Influence of asphalt species on fatigue performance of gussasphalt concrete[J]. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(5): 950-952, 978.

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