优秀毕业设计整理版

《优秀毕业设计整理版》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

1、城市建设学院毕业设计上海市**公寓基坑支护设计与施工方案摘要：本工程是位于上海市的××公寓大楼，地上7层，地下1层，总建筑面积5247m２，建筑防火等级二级，抗震设防烈度7度。本次设计的项目主要分为对基坑工程相关研究领域的认识；基坑支护的设计以及编写本工程的基坑支护施工组织方案。根据场地地质条件及周边环境，经过对建筑基坑侧壁等级的确定以及基坑支护方案比选，北侧、东侧与西侧的支挡结构采用排桩+截水帷幕+土层锚杆，南侧的支挡结构采用放坡+土钉墙+截水帷幕。同时经过对挡土结构的稳定性分析，对土层锚杆的稳定性的分析，

2、以及对土钉墙采用圆弧滑动条分法进行的稳定性验算，这些手工计算结果需满足现行国家规范、规程和标准要求。关键词：支挡结构排桩截水帷幕土层锚杆土钉墙TheApartmentbuildingofXingYangreachonthecityofshanghaiexcavateforbuildingfoundationanddesintheliteraturesummaryWeixingThecityconstructioncollege，NanhuaUniversity,Hengyang,421001,Hunan,Ch

3、inaTutor:XiongzhibiaoAbstract：Thisgraduationproject，reachonthecityofshanghai，calledApartmentbuildingofXingYang.TheconstructionisdividedintofivegroundandoneUnderground.totalConstructionarea5247m２invariably.Thisbuildingfireproofranktwogrades,anti-seismiccapab

4、ilityfortifyyingearthquakeintensity7degrees.Thisdesignprojectmainlydividesintotheholeexcavatedforbuildingfoundationprojectcorrelationresearchareaunderstanding；Designthesystemofretainingandprotectingforfoundationexcavation.aswellastoarrangethecompbookproject

5、ofretainingandprotectingforfoundationexcavationorganizationplan.Accordingtothelocationgeologicalconditionandsurroundingaroundfoundationpit,andpassthroughtodeterminethesaftyclassofsideoffoundationpitaswellasslecttheplanoftheretainingandprotectingforfoundatio

6、nexcavation.Thenorthside,theeastsideandthewestsideretaingingstructuretousethepilesinrow+curtainforcuttingoffwater+soilanchor,andthesouthsideretaingingstructuretouseputstheslope+soilnailingwall+curtainforcuttingoffwater.Simultaneouslypassesthroughtotheretain

7、ingstructureofsoilofthestabilityanalysis;andtothesoilanchorofthestabilityanalysis;aswellastoadoptthestablecheckingcalculationtothesoilnailingwallwiththecirculararcglideSwedishmethod,Thesemanualcomputedresultmustsatisfythepresentnationalstandard,andtheregula

8、tionsandthestandardrequest.Keywords:RetainingstructurePilesinrowCurtainforcuttingoffwaterSoilanchorSoilnailingwall1设计计算1.1总述部分1.1.1工程概况：详见设计任务书1.1.2工程地质条件：详见设计任务书1.1.3设计原则：详见设计任务书1.2支护方案选择与设计参数确定部分1.2.