Case Studies
Apr 30, 2020

Innovative Launch of Long-Span Arch Bridge Across Waterway Using Special Hydraulic Crawler

Publication: Practice Periodical on Structural Design and Construction
Volume 25, Issue 3

Abstract

The construction of a 140-m spanned arch bridge adopted an innovative launching method in which the steel superstructure with a total weight of 2,120 t was entirely assembled and erected on the south side, and then launched northward to span the watercourse. A special hydraulic crawler machinery system was used to drive the launch. Temporary structural and geotechnical facilities, including four launching tracks and their supporting foundations and structures, were designed and implemented. Many investigations were conducted to study the structural and/or geotechnical behaviors related to the launch process and the temporary facilities. In situ geotechnical load tests were carried out for the design of the supporting foundations. The elevations of the superstructure and the temporary facilities were monitored to ensure their vertical alignment. The surface strain in the steel elements of the superstructure and in the launching rails was measured in real time. The results of these investigations are presented, and the lessons learned are discussed.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request. For instance, the available data include the data for plotting the curves in Figs. 8, 9(b), 10(b), 11(d), 12, 14, and 15(b).

Acknowledgments

This research was funded by the Ministry of Science and Technology of the Taiwan Government and Hung Shun Engineering Co., Ltd., Miaoli County, Taiwan, through Grant MOST 105-2622-E-260-001-CC3. The authors also gratefully acknowledge the assistance of J.-W. Ke, former graduate student at National Chi Nan University, Taiwan, and Y.-T. Chen and Y.-L. Chen, former graduate students at Cheng Shiu University.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 25Issue 3August 2020

History

Received: Sep 27, 2019
Accepted: Jan 31, 2020
Published online: Apr 30, 2020
Published in print: Aug 1, 2020
Discussion open until: Sep 30, 2020

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Authors

Affiliations

Chyuan-Hwan Jeng [email protected]
Professor, Dept. of Civil Engineering, National Chi Nan Univ., No. 1, University Rd., Puli, Nantou 54561, Taiwan (corresponding author). Email: [email protected]
Hao-Jan Chiu, Ph.D.
Senior Manager, Dept. of Technical Development, International China Synthetic Rubber Corp. Investment Holdings Co., Ltd., No. 1, Shihua 4th Rd., Linyuan, Kaohsiung 832, Taiwan.
Chih-Wei Lu
Professor, Dept. of Construction Engineering, National Kaohsiung Univ. of Science and Technology, First Campus, No. 1, University Rd., Yanchao, Kaohsiung 82445, Taiwan.
Min Chao
Professor, Dept. of Civil Engineering and Geomatics, Cheng Shiu Univ., No. 840, Chengcing Rd., Niaosong, Kaohsiung 83347, Taiwan.

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