Study on the Key Technologies and Targeted Measures to Improve the Construction Safety and Efficiency of High Bridge Pier Construction
DOI:
https://doi.org/10.54097/43k2c879Keywords:
High bridge pier construction; Bridge structures; Formwork construction techniques; Structural stability; Economic efficiency.Abstract
As an important support structure of the bridge, the construction technology of the bridge pier has a crucial impact on the overall stability of the bridge. This paper firstly outlines the key aspects of high bridge pier construction technology, including foundation construction technology, formwork support technology, concrete pouring technology and other construction technology. Subsequently, an in-depth analysis of the impact of bridge pier construction technology on the stability of the bridge structure, specifically discusses the development trend of the three main construction methods of sliding molds, turning molds, crawling molds, as well as the possible impact of different construction techniques and the use of the selection and use of aspects of the construction process. In order to improve the bridge pier construction technology and stability, the article puts forward a series of targeted measures, including the design of the main structure of the bridge pier with a reasonable structure, the construction of safe and efficient construction formwork structural system, the choice of excellent economic formwork materials and support to enhance the stability of the formwork, strict control of the key factors of the concrete pouring in order to improve the quality of the pouring, as well as strict control of the quality of the material in order to ensure that it meets the design requirements. design requirements. The implementation of these measures aims to improve the construction quality of the bridge piers and the overall stability of the bridge.
Downloads
References
[1] Pan XD, Jiang W, Qian B. Construction Risk Assessment Research of Continual Rigid Frame Bridge with Concrete-Filled Steel High Piers. Applied Mechanics and Materials. 2012;193-194:1174-8.
[2] Pu Haiqing, Wang Antelope, Yang Lijun. Application of construction technology of hollow thin-walled pier without bracket over molding[J]. Urban Construction Theory Research (Electronic Edition), 2024, (35): 107-109.DOI:10.19569/j.cnki.cn119313/tu.202435035.
[3] Zhang Honglin. Research on application strategy of overturning mold construction technology in highway bridge high pier construction[J]. Engineering Technology Research, 2024, 9(21): 43-45.DOI:10.19537/j.cnki.2096-2789.2024.21.013.
[4] Zhang Chenyang. Verticality control process of hollow thin-walled pier of bridge based on unsupported overturning mold [J]. Transportation World, 2024, (24): 147-149+156.DOI:10.16248/j.cnki.11-3723/u.2024.24.037.
[5] Zhou Haiwei. Analysis of silo-based group silo slipform management technology[J]. Urban Construction Theory Research (Electronic Edition),2024,(34):70-72.DOI:10.19569/j.cnki.cn119313/tu.202434023.
[6] Yang X. Application of hydraulic slipform construction technology in highway bridge high pier platform construction[J]. Times Automobile,2024,(08):26-28.
[7] Guo Hongqiang. Application of hydraulic slipform construction technology in bridge construction[J]. Transportation World,2019,(36):86-87.DOI:10.16248/j.cnki.11-3723/u.2019.36.040.
[8] JIANG Rui,LI Gong,QIAN Ji. Finite element analysis of high pier unsupported large-section overturning mold structure[J]. Sichuan Building Materials,2024,50(12):68-70.
[9] WANG Chengye, LIU Chuanqi, LI Lei, et al. Research on mechanical characteristics of hydraulic climbing mold structure for variable cross-section hollow thin-walled high pier in shallow hilly area[J/OL]. Chinese and foreign highway,1-11[2024-12-24].
[10] Kim HS, Kim YJ, Chin W, Yoon H. Development of Highly Efficient Construction Technologies for Super Long Span Bridge. Engineering. 2013;05:629-36.
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Academic Journal of Science and Technology

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








