高层框架结构毕业设计论文中英文摘要

'摘要设计概况设计题目为飞豹办公大楼，坐落在长沙市岳麓区，是由中建八局集团投资开发的能够满足小型公司的办公要求，适应城市商业区的商务需求，同时也有利于改善和丰富街景。本设计一共分三个大部分：建筑设计、结构设计和施工设计。建筑设计本工程主体结构为钢筋混凝土框架结构，总建筑面积11239.26m2，主体房屋长56m，宽度为18m；房屋主体高度为36.9m。-1层层高为3.6m，1层层高为3.6m，2层~10层层高为3.3m。本办公楼楼属于二类建筑，设计使用年限50年，抗震设防烈度为7度，防火等级为二级，屋面防水采用二级防水。气象条件：温度：最热月平均29.3度，最冷月平均4.7度，夏季极端最高温度40.6度，冬季极端最低温度-5.3度。相对湿度：最热月平均75%。平面布置：设计以“适用、经济和美观”为原则。做到了房间面积合适、空间关系协调、环境条件良好，同时结构、构造和施工简单、合理且方便。建筑装修：为保证与周围建筑群的和谐一致，满足城市统一规划要求，本建筑外墙采用白色面砖装饰；楼地面装修：办公室、会客厅等采用瓷砖地面；内墙面装饰以粉刷乳胶漆为主；防水层采用改性沥青防水卷材。建筑布局重点解决建筑物内部各种使用功能和使用空间的合理安排，建筑物与周围环境、与各层外部条件的协调配合，建筑与结构、建筑与各种设备等相关技术的综合协调，实现预定功能。建筑方案偏重于结构合理方便设计，外观中规中矩，简单却适用。结构设计工程地质条件：自然地表1m内为素填土，素填土下层为1.5m厚的砂性土，再往下为2.5m厚全风化砂砾层，全风化砂砾层地基承载力特征值为140-180kPa，再往下为3.0m厚强风化砂砾层，强风化砂砾层地基承载力特征值为400kPa。地下水位：地表以下2.7m，无侵蚀性。设计荷载：基本风压：0.35kN/m2；基本雪压：0.45kN/m2；屋面活载：2.0kN/m2；楼面活载：根据不同的房间分别取值，具体见结构设计计算书。 材料：主要使用C40等级混凝土，HRB400级受力钢筋和HPB300级箍筋，地上各层墙体采用混凝土小型空心砌块。本工程采用柱下独立基础，室内外高差为0.45m。本工程结构形式选用钢筋混凝土框架结构，根据《建筑抗震设计规范》(GB50011-2010)可知，本结构属于二级抗震。主要构件截面尺寸：柱：800mm×800mm；框架梁：300mm×700mm；次梁：300mm×600mm、300mm×550mm、300mm×500mm，沿纵、横向布置；屋面板和楼板的厚度分别均为120mm。本工程参考最新《混凝土结构设计规范》（2010版）及其他相关最新规范进行设计。结构设计过程涉及以下内容：对结构进行荷载计算、地震和风荷载计算并绘出受荷总图。用迭代法进行竖向荷载作用下的内力计算；采用D值法进行水平地震作用下的框架内力计算；风荷载作用下的内力计算；分别进行地震和风荷载作用下的位移验算。分别进行考虑地震作用与不考虑地震作用的内力最不利组合；进行底层、顶层和至少一个标准层梁、柱的配筋计算、并应满足抗震构造要求；裂缝宽度验算；选1个边柱和1个中柱基础，确定其尺寸，进行地基承载能力验算；基础配筋计算；采用PKPM进行计算；将某一种荷载作用下的电算结果打印出来后，对该种荷载作用下的电算结果与手算结果进行对比分析。参考《建筑结构制图标准》，绘制基础平面布置图、标准层结构布置图、屋顶结构布置图、一榀框架的模板配筋图。结构设计主要采用天正结构、AUTOCAD、PKPM等软件作图。在设计中对迭代法应用OFFICE软件中的EXCEL进行重复迭代计算和绘图，使用BetterWMF等对CAD图复制拷贝，EXCEL中的计算表格转换成图片后粘贴到word文档里面形成计算书。同时，在内力组合和截面设计方面都借助了EXCEL表格的强大数据处理功能。本工程设计采用底部剪力法进行地震作用下的内力计算，底部剪力法适用于质量和刚度沿高度分布比较均匀、高度不超过40m、以剪切变形为主的结构，振动时有水平位移以基本振型为主且基本振型接近直线的特点。施工组织设计本工程的施工设计主要分为施工方案设计，工程量计算和工期计算，以及施工总平面图，施工进度计划网络图和施工进度计划横道图等方面的内容。设计主要参考《建设工程工程量清单计价规范》(GB50500-2008)、《建筑工程施工质量验收统一标准》(GB50300-2001)等方面的规范和标准。施工方案阶段设计主要考虑施工的顺序问题，必须结合实际工程，合理安排各施工过程的时间，科学合理的组织工人和机械，这就必须运用施工组织设计，利用流水施工作业，达到节省工程开销的目的。施工顺序依次遵循“先地下，后地上；先框架，后砌体；先结构，后装饰；最后做室外工程” 的施工顺序，充分利用平面、空间和时间，组织立体交叉作业，为及早插入装饰和各专业施工创造条件，做到科学管理、均衡施工。本工程施工设计中施工方案的设计主要涉及测量定位放线、土方工程、模板工程、钢筋工程、混凝土工程、砌体工程、防水工程、水电安装工程、脚手架工程和装饰装修工程等。同时由于本工程主楼工期为358天，工期较长，需要考虑可能出现的特殊季节施工，如冬季施工和雨季施工。施工设计出于简单方便的原则，在工程量计算和工期计算方面仅考虑主要项目，而忽略次要项目。毕业设计成果1.建筑平面图（-1层，1层，2～10层，屋顶层）2.立面图（正立面、左侧立面）3.剖面图及构造详图4.基础平面布置图及基础详图5.结构平面布置图（1层，2～10层，屋顶层）6.一榀框架的模板配筋图7.施工总平面布置图8.施工进度计划图（横道图及网络图）9.建筑设计说明书、结构设计说明书、结构计算书及施工计算书10.中英文摘要设计参考相关规范《混凝土结构设计规范》(GB50010-2010)《建筑结构荷载规范》(GB50009-2010)《建筑抗震设计规范》(GB50011-2010)《建筑地基基础设计规范》(GB50007-2011)《高层建筑混凝土结构技术规程》(JGJ3-2010)《混凝土结构工程施工质量验收规范》(GB50204-2011)《建设工程施工项目管理规范》(GB50326-2006)《建筑工程施工质量验收统一标准》(GB50300-2001)《高层民用建筑设计防火规范》（GB50045-95）《建筑结构制图标准》（GB/T50105-2010）《中南地区工程建设标准设计建筑图集》《相关现行建筑施工规范》关键词：高层公寓式写字楼，建筑设计，结构设计，施工设计 ABSTRACTProjectOverviewThebuildingisnamedFlyLeopardhigh-riseofficebuilding,locatedinthecityofChangSha,Hunanprovince.Thebuildingwillsatisfiedmanysmallcompanieswithofficeandaccommodation.Meanwhile,itwilladjustdowntownbusinessneedsandhelptoimproveandenrichthestreet.Thisdesignpointsthreepartsintotal:architecturaldesign,structuraldesignandconstructiondesign.ArchitecturalDesignThemainstructureofthebuildingisreinforcedconcreteframestructure.Thetotalareaofthisprojectis11239.26m2.Thebuilding,withtenstoriesovergroundandonestoryunderground,thedimensionofwhichis56m×18m,anditstotalheightis36.9m.Amongthesetenstories,theheightofthebasementis3.6m，andthefirstflooris3.6m,theheightofotherstoriesis3.3m.Thisbuilding’sdesignusefixednumberofyearis50years,belongstoclasstwo.Earthquake-resistantintensityoftheconstructionis7degree.Fire-resistancerateofthebuildingisthesecondgrade.Waterproofisthesecondgrade.Meteorologicalcondition:Temperature:Theaveragetemperatureofthehottestmonthis29.3℃,Theaveragetemperatureofthecoldestmonthis4.7℃.thesummerextrememaximumtemperatureis40.6℃,thewinterextrememinimumtemperatureis-5.3℃.Relativehumidity:Theaveragerelativehumidityofthehottestmonthis75%.Thestructuredesignuses"applicable,economicalandbeautiful"fortheprinciple.Itisrealizedthattheroomareaisproper,spatialrelationisharmonious,andenvironmentconditionisgood,atthesametime,structure,constitutionandconstructionaresimple,reasonable. ArchitecturalDecoration:Consideringtheharmonybetweenthishigh-riseapartmentbuildingandtheotheronesaround,andinordertomeettheplanningrequirementofthecity,weadoptwhitebrickforthesurfaceoftheexteriorwall.Thesurfaceofthefloorismadeofceramictilealsoinofficeroomandthereceptionroom.Thesurfaceoftheinternalwallismainlybrushedemulsionpaint.Waterproof-layerconsistsofmodifiedbitumenmembrane.Architecturallayoutfocusesmainlyonallsortsofusefunctionsandthereasonablearrangementofthespace,andthecoordinationamongthebuilding,surroundingenvironmentandtheexternalconditions.buildingandstructure,constructionandcomprehensivecoordinationofvariousequipmentandrelatedtechnology,fulfillingpredefinedfunctions.Theplanisfocusonconvenientandreasonablestructuredesign,appearancesimplebutapplicable.StructuralDesignEngineeringgeologicalcondition:Naturalsurfacesisfillingwithin1meter,andunderthefillingis1.5metersthicksandysoil,andunderthesandysoilis2.5metersthickweatheredsandgravellayer,thecharacteristicvalueoffoundationbearingcapacityofwhichis140-180kPa,andundertheweatheredsandgravellayeris3.0metersthickstrongweatheringsandgravellayer,thecharacteristicvalueoffoundationbearingcapacityofwhichis400kPa.Thebasicwindpressureis.Basicsnowpressureand.MaterialsmainlyuseC40concretegrade,gradeHRB400reinforcedrebarandHPB300levelrebarforstirrup,therwalluseconcretesmallhollowblock.Thefoundationofthebuildingusesindependentfooting.Theelevationdifferencebetweentheinteriorlevelandexteriorlevelis0.45m.Thestructuresystemofthisbuildingisreinforcedconcreteframestructure.Accordingto《CodeforSeismicDesignofBuildings》(GB50011-2010),thegradeoftheearthquakeresistantfortheframestructureisthesecondgrade. Crosssectionsizeoftheelements:Column,800mm×800mm;Framebeam,300mm×700mm;Secondarybeam,300mm×600mm,300mm×550m,300mm×500mm,alongthelongitudinalandhorizontallayout.Thethicknessesoftheroofpanelandthefloorpanelis120mm.thewallsaremadeofstandardbrick.Thisbuildingrefersthelatestspecification"ConcreteStructureDesignCode"(2010edition)andotherrelatedtolatestspecification.Structuredesignprocessinvolvesthefollowingcontent:thestructureoftheloadcalculation,earthquakeandwindloadcalculationanddrawtheassemblydrawing.Usingiterativemethodtocarryontheinternalforceundertheverticalloadcalculation;UsingtheDvaluemethodtoworkouttheframeinternalforceunderhorizontalseismicaction;Calculationofwindloadundertheactionofinternalforce;Calculationofthedisplacementsunderearthquakeandwindloadseparately.Respectivelysearchingtheeffectofinternalforceofthemostunfavorablecombinationconsideringearthquakeactionandnotconsideringearthquakeaction;calculationofthereinforcementforbeamsandcolumnsonthebottomandthetopandatleastonestandard,andshallmeettherequirementsofearthquake-resistantstructure;Crackwidthcalculation;Choosingasidecolumnandacentercolumnfoundation,todeterminetheirsizes,andtocheckthefoundationbearingcapacity;Foundationreinforcementcalculation;UsingPKPMtocalculate;Contrastanalysisforthecomputingresultsandhandcalculatedresultsunderacertainkindofloadbyprintingouttheavailableresultsunderthesameloadcondition.Referring"StructureDrawingStandards"todrawbasiclayout,standardlayerstructurearrangement,roofstructurelayout,andthecrosstemplatereinforcementfigureforacommonframework.ThisstructuredesignmainlyadoptssoftwaresuchasTianZhengstructure,AUTOCAD,PKPM.DuringthedesignthefunctionofEXCELinOFFICEsoftwareisusedforiterativemethodtomakedoublecountinganddrawing,besidesBetterWMFisusedtoduplicatelycopyfiguresonCAD,andtheEXCELcomputationsheetscanbepastedintoaworddocumentbytakingpicturesfunctionconvertsimages.Atthesametime,intheaspectofinternalforcecombinationandcrosssectiondesignthepowerfuldataprocessingfunctionofEXCELspreadsheetsisused. Thislibrarydesignusesthebottomshearmethodtocalculateinternalforceundertheactionofearthquake.Herethebottomshearmethodissuitableforstructureswhosemassandstiffnessalongtheheightdistributionisevener,heightisnotmorethan40m,anddeformationmainlyinshearform.Andsuchstructuresvibratewithhorizontaldisplacementgivenprioritytowithbasicmodesandthecharacteristicsofthebasicmodeclosetolinear.ConstructiondesignThebuildingconstructiondesignismainlydividedintoconstructionschemedesign,calculationofquantitiesandschedulecalculation,andconstructionplanconstructionscheduleplanningnetworkdiagramandconstructionscheduleplanfigureetc.Thisdesignmainlyrefersto"ConstructionProjectQuantitiesListValuationSpecification"(GB50500-2008),"theArchitecturalEngineeringConstructionQualityAcceptanceStandard"(GB50300-2001),andotheraspectsofthenormsandstandards.Constructiondesignstagemainlyconsideratetheconstructionsequence,whichmustbecombinedwiththeactualproject.Anditneedreasonablearrangementoftheconstructionprocess,scientificandreasonableorganizationworkersandmachinery,whichmustusetheconstructionorganizationdesign,useflowingwaterconstruction,toachievethepurposeofsavingengineeringcost.Constructionsequenceshouldfollowthe"undergroundfirst,aftertheground;theframeworkfirst,afterthemasonry;structurefirst,afterthedecoration,andafterfinallydooutdoorproject"constructionsequence,makefulluseoftheplane,spaceandtime,organizestereocrossoveroperation,createconditionsforearlyinsertdecorationandvariousprofessionalconstruction,makescientificmanagementandbalancedconstruction.Theconstructionplandesigninthislibraryconstructiondesignismainlyinvolvedinmeasurementpositioningpay-off,earthworkengineering,templateengineering,reinforcingbarengineering,concreteengineering,masonryengineering,waterproofingengineering,waterandelectricityinstallationengineering,scaffoldingengineeringanddecorationengineering,etc.Atthesametime,duetothatthebuildingfortheconstructionperiodis385 days,whichisalittlelonger,thereisaneedtoconsiderpossiblespecialseasonalconstruction,suchastheconstructioninwinterortheconstructioninrainyseason.Fortheprincipleofeasyandconvenient,thedesignofthislibraryconstructiondesignonlyconsidermajorprojects,andignorethesecondaryprojectinthecalculationofquantitiesandschedulecalculations.Resultsofthegraduationdesign1.Thefloorplan(theundergroundlayer,thefirstlayer,2-10layer,roof)2.Elevation(frontelevation,backelevation,leftsideofthefacade)3.Profilesandthedetailofwallconstruction4.Layoutanddetailoffoundation5.Structurelayout(thefirstlayer,2-10layer,roof)6.Templatereinforcementfigureofaframe7.Theconstructiongenerallayout8.Constructionscheduleplan(barchartandnetworkdiagram)9.Architecturaldesignspecification,structuredesignspecification,thestructurecalculationandtheconstructioncalculation10.AbstractinbothChineseandEnglishMaindesignnormsCodefordesignofconcretestructures(GB50010-2010)Loadcodeforthedesignofbuildingstructures(GB50009-2010)Codeforseismicdesignofbuildings(GB50011-2010)Codefordesignofbuildingfoundation(GB50007-2011)Technicalspecificationforconcretestructuresoftallbuildings(JGJ3-2010)Codeforacceptanceofconstructionalqualityofconcretestructures(GB50204-2011)Thecodeofconstructionprojectmanagementbyenterprisesofconstructionindustry(GB50326-2006)Unifiledstandardforconstructionalqualityacceptanceofbuildingengineering (GB50300-2001)Codeforfireprotectiondesignoftallbuildings(GB50045-95)Standardforstructuredrawing(GB/T50105-2010)CentralsouthareaengineeringconstructionstandarddesignbuildingatlasOtherrelatedcurrentconstructionspecificationsKeywords:High-riseApartmentBuilding,ArchitectureDesign,StructureDesign,ConstructionDesign'