Abstract
The bridge without expansion joints, with the expansion device removed, can completely solve the maintenance problem of the expansion device and is sustainable. Its application is mainly in beam bridges and relatively few in arch bridges. In this paper, the Baqiutian Bridge in Yunnan Province was taken as an example, which is an upper bearing arch bridge. The arch path structure is directly connected with the two approach spans to form a continuous structure and extends to the guide plate (approach slab) behind the platform, thus eliminating the expansion joints of the whole bridge floor and making it an arch bridge without expansion joints. This paper described the main types of arch bridges without expansion joints, focused on the design of Baqiutian Bridge, and analyzed the effect of deck expansion amount of upper bearing arch and the removal of expansion joints on the structural force.
Publication Date
7-14-2023
DOI
10.14048/j.issn.1671-2579.2023.03.010
First Page
69
Last Page
75
Submission Date
March 2025
Recommended Citation
Baochun, CHEN; Tongqing, SUN; Qingwei, HUANG; Yu, HAN; and Zhi, SHI
(2023)
"Design and stress analysis of baqiutian jointless arch br idge in yunnan,"
Journal of China & Foreign Highway: Vol. 43:
Iss.
3, Article 10.
DOI: 10.14048/j.issn.1671-2579.2023.03.010
Available at:
https://zwgl1980.csust.edu.cn/journal/vol43/iss3/10
Reference
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