混凝土单层厂房设计

中文题目：广州镇泰机械制造厂金工装配车间

副标题：单层厂房建筑结构设计

外文题目：MENTALWORKINGASSEMBLYWORKSHOPOFZHENTAIMACHINEFAC

TORYINGUANGZHOU

毕业设计（论文）共55页（其中：外文文献及译文17页）图纸共9张

完成日期2009年6月答辩日期2009年6月

摘要

本工程是广州一单层单跨工业厂房，总建筑面积约35002

m，东侧端部贴建二层框架辅助使用空间，厂房内设两台t

100宽变形缝

10桥式吊车，轨顶标高为mm

9600。中部由mm

分为两个厂房单元，主体采用大型屋面板+钢屋架+排架柱的钢筋混凝土排架结构形式，结构整体双轴对称，跨度m

30，柱距为m

6，刚度和质量分布均匀。设计时主要考虑了结构自重、风荷载、吊车荷载以及水平地震作用对结构的影响，经计算，厂房结构满足承载力要求和正常使用要求。

本设计包括建筑设计和结构设计两部分。建筑设计主要考虑建筑的采光、通风、防水、防火以及设备安装使用要求，结构设计主要是进行结构和构件的选型，并利用剪力分配法，对多种荷载作用下的各榀排架进行内力计算和组合，选择最不利组合设计排架柱和基础的截面及配筋。最后绘制相关建筑图、结构图和各部位的节点详图。

关键词：单层厂房；排架结构；建筑设计；结构设计；剪力分配法

ABSTRACT

Thisprojectisasingle-layersinglespanplant,withatotalconstructionareaofabo m.Attheverytipoftheeasternpartoftheplantisaauxiliaryusespacemadeofasec ut35002

ondframe.Andtherearetwobridgecraneintheplant,withtherailtopelevationof9.6m.T heplantisseparatedintotwosectionsbya100mm widemovementjointlocatedatthecentra l,it’smainblockadoptsthestructuralformofreinforcedconcretebent.Theoverallstr

uctureisdoublesymmetry.Withthespanof30m andthecolumnspaceof6m,ithasequallydi stributedrigidityandmass.Thedesignmainlyconsideredtheeffectcausedbydeadload,w indload,craneloadandhorizontalseismicreaction,andafterthecalculation,theworks hopstructurecanmeettherequirementsofbearingcapacityandregularservice.

Thisdesignwascomprisedofarchitecturaldesignandstructuraldesign.Thearchite cturaldesignwasproceedtofillthebillofdaylighting,airing,waterproof,fireresist anceandotherequipmentrequirement,whilethestructuraldesignhadtocarryonthemissi onofchoosingstructuralforms,calculatingtheinnerforceofeverybentwhichcamefroml oadsofvariouspattern,makinginternalforcecombinationandidentifyingthemostdisad vantagedgrouptodesigncross-sectionandreinforcement.Intheend,relatedarchitectu raldrawing,workingdrawingandjointdetailwererequired.

Keyword:single-layerworkshop;bentstructure;architecturaldesign;structuraldesi gn;sheardistributionmethod

目录

1工程概况····································································································1.1工程概况·····································

1.1.1水文地质条件·································

1.1.2气象资料····································1.2设计概况·····································1.3设计成果·····································

1.3.1概况·······································

1.3.2施工图·····································

2建筑设计····································································································3结构设计····································································································3.1结构构件选型和布置······························3.1.1屋面板·····································3.1.2屋架·······································3.1.3吊车梁·····································3.1.4排架柱·····································3.1.5基础梁·····································3.2荷载计算·····································3.2.1屋盖自重····································3.2.2柱自重·····································3.2.3吊车梁及轨道自重······························3.2.4屋面活荷载··································3.2.5吊车荷载····································3.2.6风荷载·····································3.3内力分析·····································3.3.1屋盖自重····································3.3.2柱及吊车自重作用······························3.3.3屋面活荷载··································3.3.4吊车荷载作用·································