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Study on Spray-anchor Rod-mesh Support Techniques Used in Xinfeng Plaza Foundation Pit

机译:新丰广场基坑坑喷雾锚杆网支架技术研究

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The geological condition and environment of Xinfeng plaza in Wuhan city is very complex. The foundation pit is 8.6 meters deep, which is surrounded by houses without maintenance. The dig site is situated in soft clay, and the ground water level is higher than the engineering floor. The paper introduces the design process and the engineering plan of pivot-coating net supporting technology, and describes the anchor disposition types, parameters of grouting material and solutions to the difficulties encountered during construction. The water leakage in construction is heavy, and we solute this problem in many ways simultaneously, one is to use many waterspouts to drain water. In the slope excavating stage we reinforced the silty clay before digging it. To prevent clay under the tower crane flowing, we adopted the methods of controlling displacement and increasing anchor amount successfully. Although the task is hard and the environment is complex, reinforced slope of Xinfeng plaza's foundation pit is accomplished successfully with high quality. After evaluation, the results indicate that the horizontal displacement and subside of foundation pit are controlled in the Safety Standard requirements of Hankou, Wuhan, and the foundation pit is wholly steady. The design and construction of the reinforced slope is proved to be successful by these results. The project obtains great economic benefits. The engineering is one of the deepest foundation pits in Hankou using pivot-coating net in soft clay with high ground water level. The project passed through the quicksand and soft soil with high ground water level where the depth of foundation pit using pivot-coating net supporting technology is not more than 8m, and become the model applying the new foundation pit supporting technology.
机译:武汉市新丰广场的地质条件与环境非常复杂。基坑深度为8.6米,由房屋包围,无需维护。挖掘网站位于软粘土中,地面水位高于工程楼层。本文介绍了枢轴涂层网支撑技术的设计过程和工程方案,并描述了锚定配置类型,灌浆材料参数和施工期间遇到的困难的解决方案。建筑漏水沉重,我们同时在多种方面解决这个问题,是使用许多水坑来排水。在挖掘挖掘阶段,我们在挖掘之前加强了粉质粘土。为防止塔式起重机流动的粘土,我们采用了控制位移和增加锚量成功的方法。虽然任务很难,环境很复杂,但鑫丰广场的加强坡度成功完成了高品质。评估后,结果表明,基础坑的水平位移和消退在汉口,武汉的安全标准要求中控制,基础坑完全稳定。证明了增强坡的设计和构造是通过这些结果取得成功的。该项目获得了巨大的经济效益。该工程是汉口中最深的基础坑之一,在软粘土中使用枢轴涂层网,具有高地面水位。该项目通过了Quicksand和软土,具有高地面水位,使用枢轴涂层网支撑技术的基坑深度不超过8米,并成为应用新基坑配套技术的模型。

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