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Evaluation of External Prestressing as a Strengthening Method for Existing Concrete Bridges

机译:外部预应力作为现有混凝土桥梁加固方法的评价

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摘要

Strengthening is an important procedure for bridges in case of increased traffic, changes in code provisions, design or constructional mistakes, etc. A proper strengthening of a concrete-concrete composite bridge requires a detailed inspection of an existing structure before, during and after strengthening. The authors present a general algorithm of necessary steps, which are followed by an example of strengthening by external prestressing for a six-span simply supported (6 x 40 m) road bridge. The authors present results of tests carried out before, during and after strengthening as well as a brief description of external prestressing design. Tests before the design stage allowed to estimate the structure's stiffness and to calculate the required prestressing force. The objective of tests during prestressing was to measure strains and deflections in the middle of the girders. After prestressing the bridge was tested under load again to estimate the effectiveness of the strengthening. Tests confirmed that external prestressing was an efficient method of increasing the stiffness of the structure.
机译:加强是桥梁的重要程序,因为交通增加,准则规定,设计或建筑错误等的变化。适当的加强混凝土复合桥的适当强化需要在加强期间,期间和之后的现有结构进行详细检查。作者呈现了一种必要步骤的一般算法,其次是通过外部预应力强化为六跨度的实施例(6 x 40米)的道路桥。作者提出了在加强之前,期间和之后进行的测试结果以及外部预应力设计的简要描述。在设计阶段之前测试允许估计结构的刚度并计算所需的预应力。在预应力期间测试的目的是测量梁中间的菌株和偏转。在预应力预应力之后再次测试桥接以估计强化的有效性。测试证实,外部预应力是提高结构刚度的有效方法。

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