MONITORING AND ANALYSIS OF CANTILEVER JACKING OF HIGH SLOPE PRESTRESSED CONCRETE CONTINUOUS BOX GIRDER

Authors

DOI:

https://doi.org/10.14311/CEJ.2023.03.0032%20

Keywords:

Bridges, Structural analysis, Finite element methods

Abstract

Due to the rapid development of the transportation industry and economy, an increasing number of bridges have been unable to meet the demands of traffic. Demolishing and rebuilding bridges can lengthen the construction period, waste a lot of resources, and increase construction costs. Based on the lifting renovation project of the old Harbin Dongsan Ring Expressway viaduct, this paper combines finite element analysis and on-site testing to analyze the construction process. The bridge alignment, elevation, and deviations were monitored during the construction process, and a correction system was developed to address such issues. Structural analysis was conducted to evaluate the internal forces when uneven jacking occurred. The construction process described in this paper can effectively solve the jacking problems of urban continuous bridges with large tonnage, high slopes, and heights. The successful implementation of the jacking retrofitting project has verified the reliability of the measures taken.

Downloads

Download data is not yet available.

References

Qian Jihong & Chen Cheng. ( 2022 ). Application of bridge jacking technology in urban viaduct reconstruction. Engineering quality ( 06 ), 48-51 + 60.

Jiang Yanfeng & Lan Wuyi. ( 2007 ) Research on key technology of integral lifting of bridge. Editorial Department of Building Structures. ( eds. ) The First National Symposium on Reinforcement Design and Construction Technology of Existing Structures ( pp.577-579 ).

Ge Yaojun & Xiang Haifan ( 2010 ).The concept and mission of sustainable development of bridge engineering. China Civil Engineering Society Bridge and Structural Engineering Branch. ( eds. ) The 19 th National Bridge Academic Conference Proceedings ( Volume I ) ( pp.23-39 ). People 's Transportation Publishing House.

LIU Gao,GAO Yuan,WU HongBo,MA JunHai,ZHANG XiGang & FU BaiYong.(2016).Status and prospect of technical development for bridges in China. Chinese Science Bulletin(4-5). doi:10.1360/n972015-00912.

Min Liu & Dan M. Frangopol.(2004).Optimal bridge maintenance planning based on probabilistic performance prediction. Engineering Structures(7). doi:10.1016/j.engstruct.2004.03.003.

Itunumi Savage,John C. Eddy & Gregory I. Orsolini.(1999).Seismic analysis and base isolation retrofit design of a steel truss vertical lift bridge. Computers and Structures(1). doi:10.1016/S0045-7949(99)00027-9.

Yuan Zhen, Zhu Wenxia & Xiao Han. ( 2013 ). Application of PLC synchronous lifting system in highway bridge reconstruction. Chinese and foreign highway ( 05 ), 170-173.doi : 10.14048 / j.issn.1671-2579.2013.05.076.

Wu Yibin & Xu Lihua. ( 2017 ). Construction and control technology of large-tonnage synchronous jacking of urban interchange overpass. Construction Technology ( 20 ), 31-33 + 60.

James C Thomson.(2018).Jacked installation of underbridges. Proceedings of the Institution of Civil Engineers - Bridge Engineering(2). doi:10.1680/jbren.16.00032.

ZHAO Y, WANG J F, PANG M. (2012). Integral lifting project of the Qifeng bridge. Journal of Performance of Constructed Facilities, 26(3):353-361 https://doi.org/10.1061/（ASCE）CF.1943-5509.0000211

Song Chuanwang, Xie Shuaihu, Wang Jing, Sun Fanqing, Xia Xin, Ouyang Ganlin & Wu Zeju. ( 2018 ). Design of shift synchronous control system based on PLC.Instrument technology and sensors ( 08 ), 47-51.

WANG Yan & CHEN Huai. ( 2008 ). Local stress analysis of No.0 beam section of long-span cantilever assembled continuous beam bridge. JOURNAL OF RAILWAY SCIENCE AND ENGINEERING ( 03 ), 23-27.DI : 10.19713 / j.cnki.43-1423 / u.2008.03.005.

Ning Baokuan, Hu Haitao, Xu Yongze & Yang Siting. ( 2020 ).Experiment on mechanical properties of reinforced concrete beams strengthened with prestressed carbon fiber sheet. Building Structure ( 06 ), 90-94.doi : 10.19701 / j.jzjg.2020.06.017.

Roberto di Giulio,Zivko Bozinovski,Leo G.W. Verhoef... & Dionys Van Gemert.(2007).Externally Bonded Steel or Carbon Fiber Reinforcement. Research in Architectural Engineering Series.

Beth Khan. (2015). Test analysis of continuous box girder bridge loading. Road and Automobile Transport (03), 196-201.

Downloads

Published

2023-10-30

How to Cite

Zhang, Z., Sun, quansheng, zhang, chao, & Li, X. (2023). MONITORING AND ANALYSIS OF CANTILEVER JACKING OF HIGH SLOPE PRESTRESSED CONCRETE CONTINUOUS BOX GIRDER. Stavební Obzor - Civil Engineering Journal, 32(3), 426–442. https://doi.org/10.14311/CEJ.2023.03.0032

Issue

Vol. 32 No. 3 (2023)

Section

Articles

License

Copyright (c) 2023 Stavební obzor - Civil Engineering Journal

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).