某七层钢结构办公楼设计【毕业论文】

某七层钢结构办公楼设计【毕业论文】

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页数:56页

时间:2017-08-08

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1、某七层钢结构办公楼设计本科毕业设计土木工程某七层钢结构办公楼设计Thedesignofseven-storysteelofficebuilding51某七层钢结构办公楼设计摘 要【摘要】本工程为位于宁波地区的某七层办公楼建筑,平面尺寸36.0m×14.4m,建筑面积3326.40,主结构为钢框架结构体系。11榀横向框架,柱距为3.6m。办公楼底层高3.6m,其他标准高3.0m。本设计包括建筑设计和结构设计两部分。建筑设计包括方案的确定,建筑施工图的绘制,而结构设计是以PKPM结构设计软件电算和一榀框架手算相结合的方

2、式进行。结构设计主要包括荷载计算,内力计算,截面验算,节点设计,基础设计。【关键词】钢框架结构体系;建筑设计;结构设计。Thedesignofseven-storysteelofficebuilding【ABSTRACT】Thisprojectisaseven-storyofficebuildingwhichlocatedinNingbo.Theplanesizeis36.0m×14.4m,thetotalareais3326.40sq.m,andthebuildingissteelframestructure.1

3、1Pinhorizontalframe,thespacingis3.6m.Theheightofunderlyingfloorofthebuildingis3.6m,thestandardheightis3.0m.Thedesignincludesarchitecturaldesignandstructuraldesign.Architecturaldesignincludesprogramidentificationandbuildingconstructiondrawing.Structuraldesignis

4、thecombinationofthecalculationofsoftwarePKPMandthehand-countingofoneframe.StructuraldesignincludesLoadcalculation,forcecalculation,crosschecking,nodedesign,basicdesign.【KEYWORDS】steelstructure;architecturaldesign;structuraldesign.51某七层钢结构办公楼设计目录1.设计总说明1.1工程结构概

5、况·································································11.2设计依据·····································································21.3钢材选用要求·································································21.4施工技术要求································

6、·································22设计过程········································································53计算书3.1说明··········································································63.2荷载取值及计算······················································

7、······63.3荷载简图3.3.1.横向框架荷载分布···············································123.3.2纵向框架荷载分布················································163.4内力计算3.4.1横向框架内力组合·······················································183.4.2纵向框架内力组合······························

8、·························213.5结构位移3.5.1横向框架节点位移·······················································233.5.2纵向框架节点位移·51某七层钢结构办公楼设计·················································

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