单层厂房钢结构毕业设计Word下载.doc

单层厂房钢结构毕业设计Word下载.doc

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厂房足够的坚固、经久耐用。

钢筋混凝土结构和钢架结构在中国得到非常广泛的使

用,这两种结构由横向弯曲排架、纵向联系的杆件,以及支持系统的各个杆件和围护

结构这些部分统一组合而成。

单层钢结构厂房有着广泛的应用、成本合理的优势,以及建筑足够的精简,持久

耐用。

随着中国钢铁产量的增加,许多工厂都采用了钢结构的形式。

单层工业厂房侧

壁（俗称山墙）由于受风面积相对较大,所以厂房对其室内空间、屋顶的面积以及受荷

强度要求很高,如何进行有效的荷载效应组合、选取最不利内力组合，作为柱及基础

的设计依据，将是本设计中要重点解决的问题。

关键词：

内力组合；

偏心受压；

钢材;

厂房

Abstract

Single-layerworkshopreferstoonlyonelayerfortheindustrialworkshop,applicableto

theproductionprocessflowinhorizontaltransportationprimarily,alargelifting

transportationequipmentandmoredynamicloadsoffactories,suchasmetallurgyindustry,

mechanicalmanufacturingindustryandotherindustriesandsoon.Single-layerworkshop’s

skeletonstructureconsistsofproppingworks,andotherverticalandhorizontalloadfunction

ofcomponents.Workshopreliesonvariousstructuralcomponentsforawhole,reasonable

connectionformacompletestructureemptytoensureworkshopstrong,durable.Widelyused

inChinaarereinforcedconcretestructureandbentsteelstructure,consistingoftransverse

bent,longitudinalcontactcomponent,supportsystemcomponents,palisadestructureand

otherparts.

Monolayersteelstructureworkshophaswideapplicationandcostadvantages;

andits

buildingconstructionisshort,simple,durable.WiththeincreaseofsteelproductioninChina,

Manyfactorieshaveadoptedsteelstructure.Single-layerworkshopendwall（frontispiece）

withlargerareabywind,interiorspacerequirements,workshoproofarea,load,werebigger

complexstructure,howtoeffectivelyofcombinationofactioneffects,toselectthemost

unfavorablecombined,ascolumnandinternalbaseddesignbasis,willbethefocusofthis

article.

Keywords:

Internalforcecombination;

Eccentricloading;

Steels;

workshop

目录

1

工程概况...........................................................................................................................................1

1.1建筑设计要求：

.....................................................................................................................1

1.2设计资料：

.............................................................................................................................1

建筑设计...........................................................................................................................................1

2.1工业建筑设计应满足的要求.................................................................................................1

2.2建筑构造做法.........................................................................................................................2

2.2.1散水做法（水泥沙浆散水）.....................................................................................2

2.2.2坡道做法（水泥锯齿坡道）.....................................................................................3

2.2.3地面做法（水磨石地面）.........................................................................................3

2.2.4内墙做法（水泥沙浆墙面）.....................................................................................3

2.2.5墙板做法.....................................................................................................................3

2.2.6踢脚板做法（大理石踢脚板）.................................................................................3

2.3平面设计.................................................................................................................................4

2.4剖面设计.................................................................................................................................5

2.5立面设计.................................................................................................................................6

荷载计算...........................................................................................................................................8

3.1恒载计算部分：

.....................................................................................................................8

3.2风载标准值计算：

.................................................................................................................8

3.3活载标准值计算：

.................................................................................................................9

3.4吊车荷载标准值计算：

.........................................................................................................9

3.5结构内力计算.......................................................................................................................10

3.5.1柱截面参数：

...................................................................................................................10

3.5.2梁截面参数：

.....................................................................