土木结构设计计算书

洛阳理工学院毕业设计（论文）I洛阳市西工区某中学办公楼建筑与结构设计摘要本次毕业设计主要是为以设计中学办公楼为目的的设计及计算。首先进行建筑设计，包括建筑平面设计和立面设计，然后在第一步的基础上进行结构设计。建筑设计主要是依据建筑的使用功能与所给的地质条件来确定，同时考虑中学办公楼的建筑特点，力求简洁明快。对于结构设计，由于框架结构有诸多优点，所以我选择其作为本次设计的结构形式。结构设计首先进行的是板的计算，然后进行次梁的计算，最后进行框架的计算，包括框架梁与框架住的计算。在框架计算中要考虑到各种荷载作用的影响，主要有恒载、活荷载、风荷载、地震荷载等作用，然后再通过内力组合计算出各危险截面在最不利荷载作用下的内力情况，最后再依靠这些内力情况计算配筋。然后以底层柱的轴力及地质条件为主要指标选择基础类型计算基础尺寸及配筋。对于结构设计首先要以安全为第一要素，在满足承载要求后使其适当经济。关键词：框架结构,荷载，板梁柱，配筋,基础洛阳理工学院毕业设计（论文）II英文题目BUILDINGANDSTRUCTRALDESINGNOFTHEMIDDLESCHOOL’SOFFICEThegraduationprojectistodesignandcalculationtodesignasecondaryschoolsofficebuildings.Forthispurpose,Firstofall,architecturaldesignincludingthegraphicdesignofthebuildingandfacadedesign,andthenstructuraldesignbasisonit.Thearchitecturaldesignisdeterminedbybasedontheuseofthebuildingfeaturesandgeologicalconditions,andtakingintoaccountthearchitecturalfeaturesoftheMiddleSchooloffice,brevityandclearfullyaspossible.Theframestructurehasmanyadvantages,soIchoseitasthestructureofthedesign.Thestructuraldesignofthefirstcalculationoftheboardandthenproceedtothecalculationofthesecondarybeam,thefinalcalculationoftheframeworkwhichincludingthecalculationofframebeamsandframeworktolive.Intheframeworkofcalculationtotakeintoaccounttheinfluenceofvariousloads,mainlyexerciseandload,liveload,windloads,earthquakeloads,andthentocalculatetheinternalforcesofthesituationofthedangeroussectionunderthemostunfavorableloadingbyacombinationofinternalforces,thefinalnolongerrelyontheseinternalforcecalculationofreinforcement.Thenthebasisofthetypecalculatedonthebasisofsizeandreinforcementtothebottomofthecolumnaxialforceandgeologicalconditionsasthemainindicators.Forthestructuraldesignthesafetyisfirstelementofitandeconomicloadingisalsoberequired.KEYWORDS:Framestructure,officebuilding,load,platebeamcolumn,foundation,security洛阳理工学院毕业设计（论文）III目录前言................................................................................................1第1章建筑设计............................................................................21.1建筑平面设计.......................................................................21..1.1使用房间的平面设计.................................................21.1.2.辅助房间的平面设计................................................31.1.3.交通联系空间的设计..................................................31.1.4.门的设计...................................................................51.1.5.窗的设计...................................................................5第2章建筑构造设计.......................................................................62.1屋面设计...............................................................................62.1.1屋面排水方式.............................................................62.1.2屋面排水组织.............................................................62.1.3屋面防水.....................................................................62.2墙体设计................................................................................62.2.1墙身构造......................................................................62.2.2墙面装修....................................................................72.3楼地面构造............................................................................72.3.1楼层构造....................................................................72.3.2地层构造....................................................................82.3.3楼地面面层................................................................82.4门窗构造................................................................................82.5散水做法................................................................................82.6楼梯构造................................................................................8第3章构计算参考值.....................................................................103.1结构计算中所用到的材料自重...........................................103.2楼面均布活荷载标准值.....................................................103.3结构计算中系数取值.........................................................10第4章自选构件计算.....................................................................11洛阳理工学院毕业设计（论文）IV4.1现浇板计算.......................................................................114.1.1板厚...........................................................................114.1.2荷载计算（取1m板宽为计算单元）.....................114.1.3内力计算...................................................................114.1.4截面配筋计算...........................................................124.2单梁计算.............................................................................134.2.1材料...........................................................................134.2.2确定截面尺寸...........................................................134.2.3荷载计算....................................................................144.2.4内力计算....................................................................144.2.5截面配筋计算............................................................14第5章楼梯计算.............................................................................175.1材料...........................................................