高层框架结构毕业设计中英文摘要

'.-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局部：建筑设计、构造设计和施工设计。建筑设计本工程主体构造为钢筋混凝土框架构造，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〞为原那么。做到了房间面积适宜、空间关系协调、环境条件良好，同时构造、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；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部各种使用功能和使用空间的合理安排，建筑物..word.zl- .-与周围环境、与各层外部条件的协调配合，建筑与构造、建筑与各种设备等相关技术的综合协调，实现预定功能。建筑方案偏重于构造合理方便设计，外观中规中矩，简单却适用。构造设计工程地质条件：自然地表1m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：根本风压：0.35kN/m2；根本雪压：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，具体见构造设计计算书。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根底，室外高差为0.45m。本工程构造形式选用钢筋混凝土框架构造，根据?建筑抗震设计规?(GB50011-2010)可知，本构造属于二级抗震。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?混凝土构造设计规?〔2010版〕及其他相关最新规进展设计。构造设计过程涉及以下容：对构造进展荷载计算、地震和风荷载计算并绘出受荷总图。用迭代法进展竖向..word.zl- .-荷载作用下的力计算；采用D值法进展水平地震作用下的框架力计算；风荷载作用下的力计算；分别进展地震和风荷载作用下的位移验算。分别进展考虑地震作用与不考虑地震作用的力最不利组合；进展底层、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个中柱根底，确定其尺寸，进展地基承载能力验算；根底配筋计算；采用PKPM进展计算；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展比照分析。参考?建筑构造制图标准?，绘制根底平面布置图、标准层构造布置图、屋顶构造布置图、一榀框架的模板配筋图。构造设计主要采用天正构造、AUTOCAD、PKPM等软件作图。在设计中对迭代法应用OFFICE软件中的EXCEL进展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展地震作用下的力计算，底部剪力法适用于质量和刚度沿高度分布比拟均匀、高度不超过40m、以剪切变形为主的构造，振动时有水平位移以根本振型为主且根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，施工进度方案网络图和施工进度方案横道图等方面的容。设计主要参考?建立工程工程量清单计价规?(GB50500-2008)、?建筑工程施工质量验收统一标准?(GB50300-2001)等方面的规和标准。..word.zl- .-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，到达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；先构造，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，组织立体穿插作业，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那么，在工程量计算和工期计算方面仅考虑主要工程，而忽略次要工程。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.根底平面布置图及根底详图5.构造平面布置图〔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.施工进度方案图〔横道图及网络图〕9.建筑设计说明书、构造设计说明书、构造计算书及施工计算书10.中英文摘要设计参考相关规?混凝土构造设计规?(GB50010-2010)..word.zl- .-?建筑构造荷载规?(GB50009-2010)?建筑抗震设计规?(GB50011-2010)?建筑地基根底设计规?(GB50007-2011)?高层建筑混凝土构造技术规程?(JGJ3-2010)?混凝土构造工程施工质量验收规?(GB50204-2011)?建立工程施工工程管理规?(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?〔GB50045-95〕?建筑构造制图标准?〔GB/T50105-2010〕?中南地区工程建立标准设计建筑图集??相关现行建筑施工规?关键词：高层公寓式写字楼，建筑设计，构造设计，施工设计ABSTRACTProjectOverviewThebuildingisnamedFlyLeopardhigh-riseofficebuilding,locatedinthecityofChangSha,Hunanprovince.Thebuildingwillsatisfiedmanysmallpanieswithofficeandacmodation.Meanwhile,itwilladjustdowntownbusinessneedsandhelptoimproveandenrichthestreet...word.zl- .-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%...word.zl- .-Thestructuredesignuses"applicable,economicalandbeautiful"fortheprinciple.Itisrealizedthattheroomareaisproper,spatialrelationisharmonious,andenvironmentconditionisgood,atthesametime,structure,constitutionandconstructionaresimple,reasonable.ArchitecturalDecoration:Consideringtheharmonybetweenthishigh-riseapartmentbuildingandtheotheronesaround,andinordertomeettheplanningrequirementofthecity,weadoptwhitebrickforthesurfaceoftheexteriorwall.Thesurfaceofthefloorismadeofceramictilealsoinofficeroomandthereceptionroom.Thesurfaceoftheinternalwallismainlybrushedemulsionpaint.Waterproof-layerconsistsofmodifiedbitumenmembrane.Architecturallayoutfocusesmainlyonallsortsofusefunctionsandthereasonablearrangementofthespace,andthecoordinationamongthebuilding,surroundingenvironmentandtheexternalconditions.buildingandstructure,constructionandprehensivecoordinationofvariousequipmentandrelatedtechnology,fulfillingpredefinedfunctions.Theplanisfocusonconvenientandreasonablestructuredesign,appearancesimplebutapplicable.StructuralDesignEngineeringgeologicalcondition:Naturalsurfacesisfillingwithin1meter,andunderthefillingis1.5metersthicksandysoil,andunderthesandysoilis2.5metersthickweatheredsandgravellayer,the..word.zl- .-characteristicvalueoffoundationbearingcapacityofwhichis140-180kPa,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...word.zl- .-Structuredesignprocessinvolvesthefollowingcontent:thestructureoftheloadcalculation,earthquakeandwindloadcalculationanddrawtheassemblydrawing.Usingiterativemethodtocarryontheinternalforceundertheverticalloadcalculation;UsingtheDvaluemethodtoworkouttheframeinternalforceunderhorizontalseismicaction;Calculationofwindloadundertheactionofinternalforce;Calculationofthedisplacementsunderearthquakeandwindloadseparately.Respectivelysearchingtheeffectofinternalforceofthemostunfavorablebinationconsideringearthquakeactionandnotconsideringearthquakeaction;calculationofthereinforcementforbeamsandcolumnsonthebottomandthetopandatleastonestandard,andshallmeettherequirementsofearthquake-resistantstructure;Crackwidthcalculation;Choosingasidecolumnandacentercolumnfoundation,todeterminetheirsizes,andtocheckthefoundationbearingcapacity;Foundationreinforcementcalculation;UsingPKPMtocalculate;Contrastanalysisfortheputingresultsandhandcalculatedresultsunderacertainkindofloadbyprintingouttheavailableresultsunderthesameloadcondition.Referring"StructureDrawingStandards"todrawbasiclayout,standardlayerstructurearrangement,roofstructurelayout,andthecrosstemplatereinforcementfigureforamonframework.ThisstructuredesignmainlyadoptssoftwaresuchasTianZhengstructure,AUTOCAD,PKPM.DuringthedesignthefunctionofEXCELin..word.zl- .-OFFICEsoftwareisusedforiterativemethodtomakedoublecountinganddrawing,besidesBetterWMFisusedtoduplicatelycopyfiguresonCAD,andtheEXCELputationsheetscanbepastedintoaworddocumentbytakingpicturesfunctionconvertsimages.Atthesametime,intheaspectofinternalforcebinationandcrosssectiondesignthepowerfuldataprocessingfunctionofEXCELspreadsheetsisused.Thislibrarydesignusesthebottomshearmethodtocalculateinternalforceundertheactionofearthquake.Herethebottomshearmethodissuitableforstructureswhosemassandstiffnessalongtheheightdistributionisevener,heightisnotmorethan40m,anddeformationmainlyinshearform.Andsuchstructuresvibratewithhorizontaldisplacementgivenprioritytowithbasicmodesandthecharacteristicsofthebasicmodeclosetolinear.ConstructiondesignThebuildingconstructiondesignismainlydividedintoconstructionschemedesign,calculationofquantitiesandschedulecalculation,andconstructionplanconstructionscheduleplanningnetworkdiagramandconstructionscheduleplanfigureetc.Thisdesignmainlyrefersto"ConstructionProjectQuantitiesListValuationSpecification"(GB50500-2008),"theArchitecturalEngineeringConstructionQualityAcceptanceStandard"(GB50300-2001),andotheraspectsofthenormsandstandards...word.zl- .-Constructiondesignstagemainlyconsideratetheconstructionsequence,whichmustbebinedwiththeactualproject.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,duetothatthebuildingfortheconstructionperiodis385days,whichisalittlelonger,thereisaneedtoconsiderpossiblespecialseasonalconstruction,suchastheconstructioninwinterortheconstructioninrainyseason...word.zl- .-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)..word.zl- .-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..word.zl- .-..word.zl-'