深基坑封闭结构支护技术的应用研究

Guangbiao Shao, Jialin Zhou
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引用次数: 0

摘要

建筑结构靠近基坑是不安全的,由于设计或施工上的缺陷,容易发生坍塌或产生较大的变形。将结构恒荷载作用于基坑边坡顶部,并考虑边坡圆周滑动的可能性。支撑技术可以将荷载传递到较深的土层,有效地抑制了变形。随着基础支撑技术的发展,越来越多的微型桩需要钻穿建筑物内外基础。当结构采用支撑法保护时,基坑支护方案的设计更加方便、灵活。通过一个工程实例,将支护技术与基坑支护技术相结合,保护基坑附近结构体的稳定性。采用联合法,结构荷载垂直转移,顶部压力大幅降低,同时主动土压力较低,更容易实现开挖稳定。工程实例为类似工程提供了较好的技术参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applied Research on Underpinning Technology for Protection of Structure Closed to Deep Excavation
Building structures are insecurity when it is closed to foundation pit, which likely to collapse or produce large deformation due to design or construction faults. Dead loads of structures applied on the top of pit slope and add the probability of circular sliding of slope. Underpinning technology can transfer loads to the deeper soil layer and deformation had been restrained effectively. With the development of foundation underpinning technique, more and more mini-pile should be drilled through the foundation inner or outer buildings structures. When the structures protected by underpinning method, the foundation pit supporting project can be designed more easily and flexibly. By one engineering example, underpinning technology and foundation pit supporting technology are combined and applied to protect the stability of structures near the pit. Using the united method, the loads of structures are transferred vertical and pressure on the top is reduced highly, active earth pressure is lower at the same time, so that the excavation stability can be achieved more easily. The engineering examples provide better technical references for similar projects.
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