本工程为南京某(36层)高层住宅楼的基坑支护结构及监测系统设计,先采用水土合算计算支护桩所受的主动土压力和被动土压力,再采用等值梁法计算支护桩的弯矩并进行支护桩的配筋计算;支撑形式采用角部角撑和中部对撑,采用简化计算的方法进行内支撑的内力计算并进行配筋;基坑通过设置止水帷幕达到止水的目的,降水分为疏干降水和承压降水,分别计算;运用理正深基坑设计计算软件分别进行基坑单元计算和整体计算,用于和手算进行比较;由于本工程基坑属于一级基坑,所以设计了严密的监测系统,保证工程安全。最后总结了本次毕业设计的成果。 9887
关键词:基坑支护结构;监测系统;支撑;止降水 Title Architectural and Structure Design of One High-rise Residential
Building (36-storey) in Nanjing - Foundation Pit Supporting
Structure and Monitoring System Design
Abstract
This project is the foundation pit supporting structure and monitoring
system design of a Nanjing (36 storeys) high-rise residential building,
firstly, use soil and water cost-effective computing method calculate
active earth pressure and passive earth pressure of support piles.
secondly, use equivalent beam method calculate the retaining pile bending
moment and the supporting piles reinforcement; the form of the support use
corner gusset and central support, use simplified calculation method
calculate the internal force of supports and reinforcement; the pit achieve
the purpose of sealing by setting the sealing curtain, the precipitation
is pided into dewatering precipitation and pressure precipitation and
calculated separately; use deep excavation design software calculate pit
unit and the overall structure; in this project, the pit is first level
pit, so the design of a monitoring system is rigorous to ensure the safety
of the project. At last, summarizes the results of the graduation project
in the end of the article.
Keywords: Foundation pit supporting structure; monitoring system;
support; precipitation
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