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Structural remodelling of existing wall to function as anchored retaining wall - design case study

机译:现有墙的结构改型以用作锚固挡土墙-设计案例研究

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As part of the development of an inner city site including several pre-existing buildings, it was necessary to demolish a three storey municipal building, the rear wall of which was integrated into a reinforced concrete retaining structure. This paper describes processes followed to provide an economic and safe design for the reinforced concrete retaining wall. The iterative nature of the wall support design approach incorporated support from ground anchors; the locations, working loads and inclinations of which were optimized to avoid distress to the wall. Wall displacements were monitored during the demolition of the building, anchor installation and stressing. These show clearly the wall response to removal of support and subsequent application of anchor working loads. Based on the wall response it was concluded that the design approach was appropriate. Rigorous anchor testing demonstrated that the design anchor free and fixed lengths were appropriate.
机译:作为包括几座既有建筑物的内城区发展的一部分,有必要拆除一栋三层楼的市政建筑,其后墙被整合到一个钢筋混凝土保持结构中。本文介绍了为钢筋混凝土挡土墙提供经济安全的设计所遵循的过程。墙支撑设计方法的迭代性质包括了地锚的支撑。优化了位置,工作负荷和倾斜度,以免墙体受压。在建筑物拆除,锚固安装和应力作用期间,监测墙壁的位移。这些清楚地显示出墙体对去除支撑物和随后施加锚固工作载荷的反应。根据墙的响应,可以得出结论,设计方法是适当的。严格的锚固测试表明,设计锚固的自由长度和固定长度是合适的。

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