ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE

He Shihua

doi:10.13204/j.gyjz201212031

Volume 42 Issue 12

Dec. 2014

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He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

Citation:

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

Citation:

He Shihua. ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 143-145,160. doi: 10.13204/j.gyjz201212031

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ASSESSMENT AND REINFORCEMENTS OF THE PIERS AND GIRDER OF A HIGHSPEED RAILWAY BRIDGE AFTER FIRE

doi: 10.13204/j.gyjz201212031

He Shihua

1.
Building Research Institute of Fujian,Xiamen 350025,China

Received Date: 2012-08-15
Publish Date: 2012-12-20

Abstract

Abstract

Two piers and a girder of a high speed railway bridge were damaged to some extent after fire.It was presented the detection and analysis process of the damaged area,including judgement of fired temperature,carbonization depth,strength detection,the detection of the affected depth by elastic waves etc.It was finally proposed the repair sugestions on the damaged piers and girder after the initial and detailed evaluations.
- railway bridge,
- pier,
- concrete,
- detection