公軌兩用單索面鋼桁梁斜拉橋施工階段風(fēng)險(xiǎn)評(píng)估
[Abstract]:With the rapid development of economic science and technology, long-span cable-stayed bridges appear one after another. With the development of cable-stayed bridges, a series of construction uncertainties have been brought forward with the continuous breaking of the track record, the structural modeling is becoming more and more novel, and the higher requirements for construction technology are put forward at the same time. A great deal of attention should be paid to all kinds of unpredictable risks, otherwise, a series of losses will be caused in the event of accidents in engineering construction. Therefore, to construct a set of perfect bridge engineering risk assessment system, analyze and study all kinds of risk behaviors during bridge construction, grasp the risk in general, and then formulate effective and targeted measures to ensure the safety and smooth progress of the project construction. It is necessary. Based on the construction of Dongshuimen Yangtze River Bridge in Chongqing, this paper makes a systematic and comprehensive study on the theory, method and countermeasure of structural risk analysis of steel truss girder cable-stayed bridge with common rail and single cable plane by using qualitative and quantitative methods. Firstly, on the basis of studying the present situation of bridge engineering risk assessment at home and abroad, the necessity and significance of bridge risk assessment are summarized. Through statistical analysis of bridge safety accidents during construction, the types of bridge risk situation are summarized, and risk identification is carried out by qualitative analysis method combined with Delphi method, and the risk source questionnaire is listed. By using AHP and fuzzy comprehensive evaluation method, the weights of each risk factor are calculated and sorted, the main safety risk factors in the construction process are identified and the risk situation is evaluated by fuzzy comprehensive evaluation, and the level of risk grade is judged. Secondly, the finite element software Midas/civil is used to simulate the risk scene of the crane overturning accident, and the internal force and displacement of the bridge structure in the accident are simulated and analyzed, and the influence of the risk state on the structure is analyzed. Finally, the damage caused by the overturning accident of girder crane is analyzed, the model of consequence estimation is established, the risk loss of bridge construction is estimated quantitatively by the method of consequence equivalent, the risk is evaluated and the corresponding control measures are put forward. The result of construction risk analysis of Dongshuimen Yangtze River Bridge is consistent with the actual situation, which can provide important decision reference for project manager.
【學(xué)位授予單位】:重慶交通大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:U448.27;U445
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