Study on load test of 100m cross-reinforced deck type concrete box arch bridge

被引:0
|
作者
Shi, Jing Xian [1 ]
Cheng, Ying Jie [2 ]
机构
[1] Kunming Univ Sci & Technol, Oxbridge Coll, Kunming 650106, Yunnan, Peoples R China
[2] Yunnan Aerosp Engn Geophys Detecting Co Ltd, Kunming 650217, Yunnan, Peoples R China
关键词
D O I
10.1051/e3sconf/20183803011
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Found in the routine quality inspection of highway bridge that many vertical fractures on the main beam (10mT beam) of the steel reinforced concrete arch bridge near the hydropower station. In order to grasp the bearing capacity of this bridge under working conditions with cracks, the static load and dynamic load test of box arch bridge are carried out. The Midas civil theory is calculated by using the special plate trailer - 300 as the calculation load, and the deflection and stress of the critical section are tested by the equivalent cloth load in the test vehicle. The pulsation test, obstacles and no obstacle driving test were carried out. Experimental results show that the bridge under the condition of the test loads is in safe condition, main bearing component of the strength and stiffness meet the design requirements, the crack width does not increase, in the process of loading bridge overall work performance is good.
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页数:7
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