复合材料用于大跨斜拉桥发展展望

重庆交通大学学报（自然科学版） ›› 1995, Vol. 14 ›› Issue (1): 14-20.

复合材料用于大跨斜拉桥发展展望

张锡祥¹,顾安邦²

1.重庆交通学院复合材料桥梁研究所；2.重庆交通学院桥梁系

收稿日期:1994-05-19 修回日期:1994-11-15 出版日期:1995-03-15 发布日期:2015-04-15
作者简介:张锡祥,男,40岁,高工

A Study on the Further Development of Composite Material Used in Long Span Cable-Stayed Bridges

Zhang Xixiang¹,Gu Anbang²

Chongqing Institute of Communications

Received:1994-05-19 Revised:1994-11-15 Online:1995-03-15 Published:2015-04-15

摘要/Abstract

摘要： 本文根据斜拉桥发展的历史与趋势，结合复合材料用于桥梁结构的研究与实践，指出斜拉桥发展的第四阶段为新型复合材料斜拉桥，论述了复合材料用于大跨度斜拉桥的结构、构造、设计、施工特点、技术经济优势及其发展展望。

关键词: 斜拉桥, 复合材料, 有效承载能力, 极限跨越能力

Abstract: According to the study of the history and the trend of development of the cable-stayed brides,based on the studyand practice of composite materials used in bridge structure,it is pointed out that the development of cable-staysed bridgehas now entered its 4th stage,i.e. the stage of new type matterial cable-stayed bridge,The comprehensive abvantagesof the technology and economy,trend of development,structure,design as well as constructin of long span cable-stayedcompsite material bridges is discussed,too,in this paper.

Key words: cable-stayed bridgd, composite material, effective bearing capacity, ultimate spanning capacity

中图分类号:

U448.274

张锡祥,顾安邦. 复合材料用于大跨斜拉桥发展展望[J]. 重庆交通大学学报（自然科学版）, 1995, 14(1): 14-20.

Zhang Xixiang,Gu Anbang. A Study on the Further Development of Composite Material Used in Long Span Cable-Stayed Bridges[J]. Journal of Chongqing Jiaotong University(Natural Science), 1995, 14(1): 14-20.

参考文献

[1] 范立础.再论世界斜拉桥的新进展.重庆交通学院学报,1988,7(3):22-30.
[2] 楼庄鸿.大跨径斜拉桥的发展趋势.中南公路工程,1991,(3):28-37.
[3] Meier U.Modern Materials in Bridge Engineering. In: IABSE. Bridges: Internation Between Construction Technology and Design.Llirich:IABSE,1991.311-323.
[4] 温庆雄.特大跨径斜拉桥主梁及塔墩采用不同材质约经济分析.桥梁建设,1991,(2):35-39.
[5] Meier U.Future Use of Advanced Composites Bridge Construction Engineering. In: The Institution of Mechanies Engineers. Proceedings of the Second International Conference on Fiber Reinforced Composites. London: Mechanics Engineering Publisher,1986.217-223.
[6] 汤国栋.玻璃钢斜拉桥研究与实践.重庆交通学院学报,H87,6(3):1-12.
[7] Meired U(李正仁译).关于在直布罗陀海峡最窄处建造碳纤维增强复合材料桥的建议.国内桥梁,1990,(4):45-508.
[8] Thornburrow P R.Working Together to Build Bridges. In: Antonio Miravete. Proceedings of ICCM／9.Madrid:University of Zaragoza, Woodhead Pulishing Limited,1993,200-207.
[9] 董雨达.碳纤维复合材料应用的最新进展.纤维复合材料,1992,9(3):9-14.
[10] 孔庆宝.关于我国碳纤维复合材料发展的思考.纤维复合材料,1992,9(3):1-8.
[11] 屈庆禄.斜拉桥的大跨径发展趋势.重庆交通学院学报,1988,7(2):67-72.
[12] Nieis J, Gimsing(严国敏译).特大跨度的斜拉桥.国外桥梁,1990,(3):10-20.
[13] 王震鸣.复合材料力学和复合材料结构力学.北京:机械工业出版社,1991.6-10.
[14] 中华人民共和国交通部.JTJ023－85公路钢筋混凝＋及预应力混凝＋桥涵设计规范.北京:人民交通出版社,1989.
[15] 范立础.桥梁工程.北京:人民交通出版社,1987.
[16] 美国土木工程师协会斜拉桥委员会编,彭宝华泽.吊桥与斜拉桥,公路,1993,(5):22-24.