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摘要本论文主要包括建筑和结构两方面的设计,本设计选择的是一栋6层框架结构。建筑方面设计是根据眼睛是心灵的窗口的寓意,以人的眼睛为模板,使建筑平面形状像人的眼睛;建筑立面用边柱将其划分成竖向的线条,削弱了建筑横向较长给人的压抑感。设计过程遵循先建筑后结构再基础的顺序进行。建筑设计,依据建筑总体规划要求、建筑用地条件的环境特点,首先设计建筑平面,其次进行立面造型、剖面设计。建筑设计满足了使用功能和造型艺术的要求,并适应未来发展与灵活改造的需要。结构设计方面,密切联系建筑设计,以现行的有关规范为依据,本工程采用现浇钢筋混凝土框架结构体系(横向承重),仅对前面主体选择了中间一榀横向框架进行计算,考虑抗震设防烈度7度进行了抗震计算。整个过程中包括了水平荷载、竖向荷载计算及其各内力计算和构件设计,对于竖向荷载作用采用弯矩二次分配法,水平荷载作用采用D值法,地震作用采用底部剪力法。设计计算整个过程中综合考虑了抗震要求、技术经济指标和施工工业化的要求。关键词:建筑设计;结构计算;抗震设计ABSTRACTThedesignofthethesisincludesarchitecturaldesignandstructuraldesign.Accordingtothemeaningof“theeyesiswindowsofheart”,buildingplainofthehotelarchitecturaldesignlikeman’seyes;theelevationdesigndividesverticallinesbycolumn.Itweakensdepressbecauseofbuildingtransversetoolong.Thedesignprocessfollowstheorder:firstly,architecturaldesign;secondly,structuraldesign;lastly,thefoundationdesign.Thearchitecturaldesign,accordingtothemasterplanofthebuilding,thesitecondition,peripheralurbanenvironment,thebuildingplainatfirst.Theelevationdesigniscarriedonsecondly,consideringbuildingclassifyandfireprevention.Thearchitecturaldesignshouldmeettheneedsofthefunctionalrequirement,theuserequirementanddevelopmentandflexibletransformationinthefuture.Structuraldesignmaintainsclosetieswiththearchitecturaldesign,whichisbasedoncurrentrelevantcodes.Thisprojectadoptscast-in-placereinforcedconcretestructure(transversebearing),whichhasonlychosenamiddleframetocalculate.Duringthedesignprocesssevendegreeearthquake-resistantdesign,thewholeprocessincludesVerticalloadfunction,levelloadfunctionandloadcalculation,componentdesign,Verticalloadfunctionadoptsmomentdistributionmethod,levelloadfunctionadoptsDvaluemethod,andseismicloadfunctionadoptsequivalentbaseshearmethod.Duringthedesignprocessearthquake-resistantdesign,technicaleconomyindexandconstructionindustrializedrequestaresyntheticallyconsidered.Keywords:architecturaldesign;structuralcalculation;anti-seismicdesign目录绪论.............................................................................................................................................1第一章设计说明.....................................................................................................................2第一节工程概况.................................................................................................................2第二节建筑材料选择.........................................................................................................2第二章结构设计.......................................................................................................................3第一节布置及梁柱截面初估.............................................................................................3第二节框架计算简图及梁柱刚度计算.............................................................................4第三章荷载计算.....................................................................................................................6第一节竖向荷载计算.........................................................................................................6第二节风荷载计算.............................................................................................................9第三节水平地震作用的计算...........................................................................................12第五节重力荷载代表值作用下的计算...........................................................................19第四章内力组合...................................................................................................................25第一节支座边缘处的内力值的计算...............................................................................25第二节组合前内力的调整...............................................................................................28第五章配筋计算...................................................................................................................39第一节框架柱和梁的截面设计.......................................................................................39第二节板的计算...............................................................................................................46第三节楼梯的计算...........................................................................................................48第六章基础设计.....................................................................................................................50第一节确定基础类型和尺寸...........................................................................................50第二节内力分析...............................................................................................................50第三节配筋计算...............................................................................................................52第七章施工组织设计.............................................................................................................55第一节施工准备工作.......................................................................................................55第二节施工部署...............................................................................................................57第三节主要项目施工方法.........................................................................................
本文标题:某多层厂房结构毕业设计
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