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

机译:现有墙体的结构重塑,以锚定挡土墙 - 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:作为内部城市现场发展的一部分,包括若干预先存在的建筑物,有必要拆除三层市政建筑,其后壁集成到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和安全设计的过程。墙壁支撑设计方法的迭代性质掺入了地面锚固件;其位置,工作负荷和倾斜度被优化,以避免墙壁遇险。在拆除建筑物,锚固安装和压力期间监测墙壁位移。这些清楚地表明了墙壁反应去除支持和随后施加锚的工作负荷。基于墙壁响应,它的结论是设计方法是合适的。严格的锚固测试表明,设计锚定和固定长度是合适的。

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