DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE

LüJiangen; Wang Ronghui

doi:10.13204/j.gyjz201208031

Volume 42 Issue 8

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 158-161

LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

Citation:

LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

Citation:

LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

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DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE

doi: 10.13204/j.gyjz201208031

LüJiangen¹,
Wang Ronghui²

1.
1. School of Urban Construction,Zhongkai University of Agriculture and Engineering,Guangzhou 510225,China;
2.
2. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510641,China

Received Date: 2011-08-19
Publish Date: 2012-08-20

Abstract

Abstract

The bridge of linking road plays a very important role with rapid development of traffic engineerings．Dueto the reasons such as shrinkage, creep and long-term overloaded, a comprehensive test with the defects, such asarch rib deflection, concrete slab, crack, corrosion of tie bar and suspender etc was done on a CFST tied arch bridge．Based on the inspection and test results, the bridge was then strengthened with several methods．Through a period oftime after its operation, the results showed that the strengthening procedures mentioned above could effectively slowdown the existing deteriorations, these reinforcement effects were good, which could be referred by the reinforcingdesign of similar bridges．
- CFST tied arch bridge,
- deterioration,
- reinforcement

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References(6)

References

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[4] 魏建东.宜宾小南门大桥的抢修加固与恢复工程[J].公路,2003(4):34-38.

[5] 张涛.大跨径集束钢管混凝土拱桥病理分析与处治方法[D].重庆:重庆交通学院,2005.

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