APPLICATION OF SYNCHRONOUS JACK-UP SYSTEM IN CORRECTION AND BEARING-REPLACEMENT OF CURVED BEAM

Dai Yan Zhou Tianhua

doi:10.13204/j.gyjz201506034

Volume 45 Issue 6

Aug. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(6): 175-178

Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013

Citation:

Dai Yan Zhou Tianhua, . APPLICATION OF SYNCHRONOUS JACK-UP SYSTEM IN CORRECTION AND BEARING-REPLACEMENT OF CURVED BEAM[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 175-178. doi: 10.13204/j.gyjz201506034

Citation:

PDF( 0 KB)

APPLICATION OF SYNCHRONOUS JACK-UP SYSTEM IN CORRECTION AND BEARING-REPLACEMENT OF CURVED BEAM

doi: 10.13204/j.gyjz201506034

Dai Yan Zhou Tianhua,

Publish Date: 2015-06-20

Abstract

Abstract

The curved beam bridge is widely used in modern city viaduct． Because the complexity of its space stress mechanism，diseases are often found in curved beam bridge which could harm structural safety and serviceability． For this reason，such sort of bridge should be repaired． In this paper，some repair schemes were compared via finite element analysis based on a real bridge project． It is decided that synchronous jack-up system should be used for this project． This system has many advantages，especially when it is used in curved beam bridge． It was discussed the feasibility of using the system for repairing curved bridge project，based on the analysis of synchronous jack-up systems construction process，construction system，correction and bearing-replacement operation process． Through the analysis of monitoring data，the usability of this system was demonstrated in this kind of engineering project． In the end，some recommendations were put forward for popularizing．
- synchronous jack-up system,
- curved beam,
- correction of curved beam,
- besupport-replacement

FullText(HTML)

References(0)

References

Relative Articles

[1]	DU Taoming, SONG Songke, LIU Wei, QUAN Xinrui, KONG Debiao. Elastoplastic Analytical Solutions for Borehole Contraction of Bored Piles by Boring Unloading Based on Unified Strength Theory[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 188-195. doi: 10.3724/j.gyjzG23092004
[2]	WANG Dapeng, WU Kai. Dynamic Compression Mechanical Characteristics and Energy Dissipation Law of Basalt Fiber Reinforced Concrete Under Different Curing Conditions[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 173-179. doi: 10.13204/j.gyjzG22082212
[3]	YE Junneng, HU Wei, ZHOU Ye, YE Ronghua, LU Xing. Theorical Calculations and Verification of Spherical Cavity Grouting Based on Generalized SMP Strength Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 150-157. doi: 10.13204/j.gyjzG22042007
[4]	QU Zhihao, HUANG Feng, Zheng Aichen, GAO Xiaoye. Experimental Study on the Influence of Joint Fillers on the Crack Initiation Strength of Rock Masses[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 175-179. doi: 10.13204/j.gyjzG21062915
[5]	XU Lina, NIU Lei, ZHANG Ting, WANG Yabo. EXPERIMENTAL RESEARTH ON THE UNCONFINED COMPRESSION STRENGTH CHARACTERISTICS OF BASALT FIBER AND CEMENT STABILIZED RIVERBED SILT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 109-112. doi: 10.13204/j.gyjz202002016
[9]	Zhao Min Wang Lijuan, . RESEARCH ON THE STRENGTH CHARACTERISTICS OF REMOLDED LOESS FOR EMBANKMENT SLOPE UNDER VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 106-110. doi: 10.13204/j.gyjz201510020
[10]	Wang Yunfei, Zheng Xiaojuan. MECHANICAL AND DEFORMATION PROPERTY AND ACOUSTIC EMESSION CHARACTERISTICS OF COAL ROCK UNDER UNEQUAL BILATERAL CONFINING PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 112-118. doi: 10.13204/j.gyjz2001411022
[11]	Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022
[12]	Zhao Qi, Zhu Jianming. THE CALCULATION OF THE BEARING CAPACITY OF FOUNDATION BASED ON THREE STRENGTH CRITERIA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 61-66. doi: 10.13204/j.gyjz201301014
[13]	Wang Guijie, Yao Deli, Xie Xudong, Zhao Jun. THE EVOLUTION OF MODERN CAMPUS SPACE FORM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 146-149. doi: 10.13204/j.gyjz201111032
[14]	Zhou Lianjun, Peng Zhenbin, He Zhongming, Peng Wenxiang. NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 81-83,105. doi: 10.13204/j.gyjz200905017
[15]	Wang Renhe, Li Dongwei, Wang Xiuxi. CALCULATING FROZEN WALL STRESS AND DISPLACEMENT FIELDS BY MOHR-COULOMB STRENGTH CRITERION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 40-42. doi: 10.13204/j.gyjz200510013