总体设计说明(中英文对照)

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1、总体设计说明-（中英文对照）Contents第一部分文字说明PartOneCharacterDescription弟一早建筑设计说明Chapter1ArchitecturalDesignDescription弟早结构设计说明Chapter2StructuralDesignDescriptionATy_*弟二早给排水设计说明Chapter3MechanicalDesignDescription第四章电气设计说明Chapter4ElectricalDesignDescriptionAtV弟五早采暖通风设计说明Chapter 5 HVACDesignDescription第六章节能设计说明Chapt

2、er 6 EnergySavingDesignDescription第七章环境保护Chapter7EnvironmentProtection第八章消防设计专篇Chapter 8SpecialDesignDescriptionforFireFightingProtection第九章劳动安全卫生Chapter9LaborSafety&Sanitation第二部分扩初设计图纸PartTwoPreliminaryDesignDrawings建筑Architecture结构Structure给排水Mechanical电气Electric暖通HVAC第一章建筑设计说明Chapter1Architectur

3、alDesignDescription一、设计依据DesignCriteria1、政府审批的XXXXXXXX有限公司建设食品研发中心项目建议书的批复，上海市浦东新区人民政府文件xxxxx号2、XXXXXXX食品有限公司建设食品研发中心新建项目的环评报告批复，上海市浦东新区环境保护局-沪环XXXXXX03、业主提供的建筑技术说明。BuildingTechnicalSpecificationprovidedbyP川sbury(China)Corp.,Ltd.4、工业企业总平面设计规范(GB50187-93)(GB50187-93)5、建筑设计防火规范(GB50016-2006)(GB50016-2

4、006)6、国家省市有关规范规定RelevantNationalandLocalRegulations7、业主提供的一期工程竣工图AsbuiltdrawingsofPhaseIprovidedbytheProprietor.8、现行工程建设国家和上海市有关建筑设计规范和标准CurrentStateandShanghaiArchitecturalDesignCodeandStandardofConstructionInForce.二、设计原DesignPrinciples1、认真执行国家经济建设方针、政策和现行的技术标准、规范，遵守国家法律、法规。TheDesignWorkW川BeRigidly

5、InConformityWiththeStateEconomicGuidelines,Policies,CurrentTechnicalStandardsandAbideBytheStateLawsandRegulations.2、贯彻有关部门对本项目的批文和要求。ApprovalsandRequirementsFromtheGovernmentRelatingDepartmentsWillBeImplementedDuringtheDesignProcess.3、充分考虑工程设计中消防、环境保护、劳动安全卫生和生活福利。FireFighting,EnvironmentProtection,L

6、aborSafety&SanitationandWorkWelfareW川BeFullyTakenIntoConsiderationDuringProjectDesign.4、结合发展规划，因地制宜，优化环境、绿化，使之符合绿色工厂的要求。TakeProperActionsInAccordanceWiththeLocalConditions,CombiningtheDevelopmentPlanning,ToOptimizetheEnvironmentandFinallyEnsuretheDesignReachesUpTotheRequirementsOfAEnvironmentally-fr

7、iendlyFactory.三、设计范围与分工DesignWorkScope1、投资方负责该项目的工艺设备、生产布局的设计及造型。InvestorShoulderstheResponsibilityofDesignandModelingOftheProcessEquipmentsAndProductionArrangements2、本公司承担厂区内总图、建筑、结构、构筑物、道路、以及相应的公用工程的设计。DesignInstituteUndertakestheWorkIncludingGeneralLayoutOfThePlantArea,Architecture,Structure,Stru

8、ctures,Roads,andOtherRelatingPublicFacilities四、工程概况ProjectOutlineXXXXXXX食品有限公司建设食品研发中心新建项目位于上海市浦东新区XXXXXXX食品有限公司现有厂区的东北部。X五、总平面布置SiteGeneralLayout1基础资料BasicInformation(1).气象资料MeteorologyData冬季平均风速：3.1m/sAverageWindSpeedInWinter:3.1m/s夏季平均风速：3.2m/sAverageWindSpeedInSummer:3.2m/s冬季主导风向：东北向MainDirectio

9、nOfTheWindInWinter:Northeast夏季主导风向：东南向MainDirectionoftheWindinsummer:Southeast冬季室外大气压力：1025.1kPaOutsideAirPressureInWinter:1025.1kPa夏季室外大气压力：1005.3kPaOutsideAirPressureInSummer:1005.3kPa上海市冻结深度：0.08mFrozenDepthInShanghai：0.08M(2)地形图TopographicMapping地形图编制单位：上海市测绘院CompiledBy:ShanghaiSurveyingInstitut

10、e编号：20120214065Number:20120214065坐标：上海市平面直角坐标系Coordinates:RectangularPlaneCoordinateSystem,Shanghai高程：上海市吴淞高程系统Elevation:WusongElevationSystemof,Shanghai2、设计原则DesignPrinciples(1)服从城市总体规划要求，符合国家现行的法律，法规及条文ComplyWithCityGeneralPlanningRequirementsAndStateCurrentLawsAndRegulations.(2)满足消防、安全、环保、卫生、绿化等规

11、范要求。MeetTheRequirementsOfFire-fighting,Security,EnvironmentalProtectionAndLandscaping.(3)满足工艺流程通顺、合理、物流路线短捷方便。ProcessLineShallbecoherent,reasonableandlogisticdistributionlinesarebriefandconvenient.3.厂区建(构)筑物一览表TableOfAllTheBuildingsInSite报建建筑BuildingsApplyingForConstruction编号Number名称Description建筑Tot

12、alFloorAreas耐火等级FireProtectionRating生产火灾危险性分类FireHazardClassificationForProduction占地面积FootprintAreas层数Stories檐高(m)Height备注Notes06产业研发中心一期R&DCentrePhaseIProject7473.35m2二级Class2民用CivilPurpose1672.00m223.85m07配电房PowerDistributionRoom77.76m2二级Class2丁类ClassD70.00m215.90m4、依据业主的要求及产品类型，研发中心按多层民用建筑进行设计，耐火

13、等级二级。AccordingToTheRequirementsandProductsTypes,TheFoodR&DCentreIsDesignedToBeInComplianceWithMulti-storeyCivilArchitectureSpecifications,And主入口进入，沿着厂区西侧和中部的道路抵达研发中心货物入口。oodsentranceoftheFoodR&Dcentre.6、绿地布置Landscape绿化具有调节空气，美化环境的作用，绿色植物及其构成的群体以其非凡的功能保护大自然的生态平衡。Landscapecanadjustatmosphereandbeautif

14、ytheenvironment.Greenplantsaswellasthewholesystemcanprotectthebalanceofecologyofthenaturesignificantly.绿色植物有吸收有害气体，释放新鲜空气的功能，同时还具有减弱噪声、防火防灾、杀菌等功能，因此我国在城市总体规划时把城市中工厂的绿化提高到非常重要的地位。Greenplantscanabsorbharmfulgasandreleasefreshair.Atthesametime,theycandecreasenoise,preventfireandsterilizeaswell.Sothelan

15、dscapefortheindustrylocatedinthecityhasbeenincreasedtoanimportantstatusincitygeneralplanninginChina.FireResistanceRatingIsClassII.5、流线组织Transportation Flow Line根据本厂的性质及业主的要求，在绿化布置设计中，在厂区南面沿工业区内部街坊道路设置大XXXXXXX食品有限公司食品研发中心位于现有厂区东北部，总平面规划在流线组织方面对人块集中绿地，绿化设计采用灌木、花卉加草皮的常规设计手法，道路两侧种植常绿开花灌木,员流线和货物流线进行了有效分隔

16、，以保障人员安全和提高运行效率。人员流线由现有厂区南同时辅以草皮、花卉。场地边角空地以草皮和花卉为主，绿地率达20.1%,体现了现代化工厂的格局。侧的主入口进入，沿着厂区南侧和东侧的道路抵达研发中心人员入口。货物流线由厂区南侧的Accordingtothecharacteristicofthefactoryandtherequirementsfromthecustomer,inthedesignoflandscapinglayout,thereisacollectivelylargeareaofgreenlandalongtheinternalroadoftheindustrialparkan

17、dinthesouthofthesite.Landscapedesigninthisprojectadoptsfrutex,flowersandgreensward.Evergreenfrutexw川beplantedonbothsidesoftheroadandsoarethegreenswardandflowers.Landscapingratioreaches20.1%ofthegrosssitearea,whichcouldrepresentsthemodernfactorystylewithverynicelandscaping厂区四周设置围墙，沿围墙设置绿化带，如此可以防止外界空气

18、对工厂的污染，降低噪声。厂内道路两侧尽可能加强绿化，不但可以净化空气，同时还能起到改善厂貌的效果。Therearefencesandgreenbeltsaroundthelandplot.Theycanhelptopreventthepollutionfromouteratmosphereanddecreasethenoise.Inthesite,greenbeltsshouldbeplantedasmuchaspossiblealongtheroadswhichcannotonlypurifytheairbutalsoimprovetheimageofthefactoryaswell.7、竖

19、向设计Verticaldesign本次设计为食品研发中心新建工程，室外场地和道路都为现有，标高没有改变，因此新建研发中心0.000标高与现有厂房相同。Thedesignfocusesonthenewly-builtFoodR&Dcentre,andtheoutdoorsiteandroadsareexistingonesandthereisntanychangesontheelevation.Therefore,elevation0.000ofthenewly-builtFoodR&Dcentreisthesameasthatoftheexistingfactory.8、交通组织Transpo

20、rtation本次新建工程利用原有厂区内部道路出入口，交通顺畅。Thenewly-builtFoodR&Dcentreusesentrancesoftheexistingroadsoftheplantandwhicharesmoothlyfortransportation本次新建工程采用现有道路已经能够满足交通、消防要求，未增加新道路。原有道路为一环型混凝土道路，道路最小宽度为7.5m。这一环型道路系统充分满足了厂区内部交通要求，同时也满足了消防环路的要求。Thenewly-builtFoodR&Dcentreadoptingtheexistingroadhasalreadymeetsther

21、equirementsoftransportationandfirefighting,sononewroadisadded.Theexistingroadisaringlikeconcreteroadandtheminimumwidthis7.5m.Thecircularroadsystemhasfullymeetstheinternalrequirementofthefactory,andatthesametime,italsomeetstherequirementforcircularfirefightingroad.四、单体设计IndividualBuildingDesign1平面设计P

22、lanDesign食品研发为生产配套建筑，研发中心为五层钢筋混凝土框架结构，建筑面积7473.35m2.一层层高5.5米，二至五层层高各为4.25米，室内外高差为0.45米，建筑总高度23.85米。人员主入口在研发中心南侧，货物入口在研发中心北侧，人流物流进行了有效分离。研发中心研发功能在平面布局上有充分体现。TheFoodR&DCentreisabuildingwithfive-storeyreinforcedconcretestructureandcovers7473.35m2;heightofthefirstflooris5.5mandtheotherfouris4.25m,height

23、differencebetweeninteriorandoutdooris0.45mandthetotalheightofthebuildingis23.85m.Personnelmainentranceliesonthesouthsideofthecentrewhilethegoodsmainentranceisonthenorthsidethusthetwoareefficientlyseparated.FunctionsoftheFoodR&Dcentrearesufficientlyembodiedintheplanlayout.2、立面设计ElevationDesign食品研发中心立

24、面设计通过简洁明快的体型组合，富于现代感的银灰色铝板外墙材料，使整体效果轻盈别致，反映了现代建筑的时代气息。ElevationdesignoftheFoodR&Dcentretakessimpleandlivelycombinationsofformsandmodernstylesilver-greyaluminumplatesastheexteriorwallthusthewholebuildinglookslitheandunconventionalmeanwhileitshowsakindoftimeflavor.3、消防设计FireFightingDesign食品研发中心按二级耐火等级

25、设计，建筑防火分区面积及安全疏散距离均满足防火规范的要求。研发中心与厂区内其它建筑物间距均满足防火规范要求，并设置环状消防道路以确保消防车辆畅通阻，充分满足消防的需要。DistancebetweenFoodR&DcentrewhichisofClassIIfireresistantandotherbuildingswithintheplantareaarequalifiedtothefirecontrolregulations.Thereisanexistingring-likeroadaroundtheFoodR&Dcentrethatensuresthesmoothnessforthefi

26、re-fightingvehiclestogothroughanditfullyreachesuptotherequirementsforfireprevention.变电站：(干式变压器)二级耐火等级设计，一个防火分区。建筑防火分区面积及安全疏散距离均满足防火规范的要求。变电站与厂区内食品研发中心建筑物间距11.08m.均满足防火规范要求Substation:(Dry-typetransformer)FireresistanceisdesignedtobeclassII,withonefirecompartment.Thefirecompartmentcoveringareaandtheev

27、acuationdistancebothmeettherequirementsoffirepreventioncode.DistancebetweenthesubstationandFoodR&Dcentreis11.08mwhichreachesuptothefirefightingrequirements.五、主要经济技术指标MainEconomicalIndex总用地面积：LandPlotarea总建筑面积：Grossbuildingarea建筑密度Constructioncoverage容积率：Plotratio绿地率:Greenarearatio机动车位:Carparking3236

28、7m220674.22m243.09%0.9420.1%20第二章结构设计说明Chapter2StructuralDesignDescription设计依据DesignCriteria(GB50010-2010 )(GB50010-2010 )混凝土结构设计规范建筑结构荷载规范(GB50009-2012 )(GB50009-2012)建筑抗震设计规范(GB50011-2010 )砌体结构设计规范(GB50011-2010 )(GB50003-2011 )(GB50003-2011 )(GB50007-2011 )(GB50007-2011 )(JGJ94-2008 )(JGJ 94-2008

29、)建筑地基基础设计规范建筑桩基技术规范钢结构设计规范(GB50017-2003)(GB50017-2003)混凝土小型空心砌块建筑技术规范(JGJ/T14-2011)(JGJ/T14-2011)工程地质勘察报告11-2-39由xxxxxx有限公司提供11-2-39ProvidebyxxxxxxInstitute11、业主提供的一期工程竣工图AsbuiltdrawingsofthePhaseIprovidedbytheCustomer.二、建筑分类等级CategoriesofBuildings1.建筑物安全等级为二级，建筑结构设计使用年限：50年Thesafetycategoryofthebui

30、ldingisClassIIandtheexpirespanofthestructureisdesignedtobe50years.2.地基基础设计等级为丙级，地基基础安全等级为二级。ThefoundationdesigncategoryisClassIII,andthefoundationsafetycategoryisClassII3.建筑抗震设防类别：丙类Anti-seismicintensityofthebuildingislistedasthefollowing:lll建筑物重要性系数为1.0;建筑物安全等级为二级，钢结构抗震等级为四级。Theimportancefactorofth

31、esebuildingsis1.0.AndthesafetyclassofthesebuildingsisClassII.Theanti-seismicintensityofthesteelstructureisClassD.钢筋混凝土结构抗震等级为二级。Anti-seismicgradeofthereinforcedconcretestructureisClassB.地下室防水等级：无地下室Basementwaterproofcategory:nobasement.三.设计荷载标准值CharacteristicValueofDesignLoad1产业研发中心R&Dcentre礼堂活荷载：Au

32、ditoriumLiveLoad:实验室活荷载：PilotRoomLiveLoad:贮藏室活荷载：StorageRoomLiveLoad:餐厅活荷载：RefectoryLiveLoad楼梯活荷载：StairsLiveLoad:电梯房活荷载：3.0KN/M23.0KN/M5.0KN/M25.0KN/M5.0KN/M25.0KN/M2.5KN/M22.5KN/M3.5KN/M23.5KN/M27.0KN/M22ElevatorEquipmentRoomLiveLoad7.0KN/M空调机房活荷载:7.0KN/MAirConditioningFacilityRoomLiveLoad:4、基本风压：B

33、asicWindPressure:地面粗糙度：Floorroughnessdegree:5、基本雪压：7.0KN/M0.55KN/M20.55KN/M2B类ClassB0.20KN/M20.20KN/MBasicSnowLoad:6、地震作用：Earthquakeaction地震烈度7度，设计地震分组为第一组，设计基本地震加速度值为0.10g,场地类别上海IV类，场地特征周期0.90s,结构阻尼比5%,地震影响系数0.08。Theseismicintensityissevendegrees,theearthquakeisclassifiedasGrouponeandthebasicearthq

34、uakeaccelerationis0.10ginthedesign.ThesoilinsiteisClassfourinShanghai,thefeaturecycleofsiteis0.90s,thestructuraldampingratioas5%andtheearthquakeinfluencecoefficientis0.08.四、上部结构设计Designofupperstructure1、上部选型及结构布置说明Upperlectotypeandstructurelayoutbrief本工程食品研发中心采用钢筋混凝土框架结构，配电站采用钢筋混凝土框架结构。建筑物长宽均小于55m,不

35、设置后浇带或者伸缩缝。ReinforcedconcreteframestructureisappliedtotheFoodR&Dcentreandthepowerdistributionroom.Minimumlengthandwidthofthebuildingarebothlessthan55m.Nolatepouredbandorexpansionjointsaretobeset.2.上部结构中局部柱网尺寸为19mx16.5m，该部分采用井字梁楼面体系，井字梁尺寸为350x1000mm,边梁高度为400X1200mm.井字梁间距约为2000mm。Columnnetoftheupperst

36、ructureis19mX16.5mandittakesbeamcrossfloorsystemwithdimension350x1000mm,andheightofthesidebeamis400X1200mm,distanceofthecrossbeamsis2000mm.五.地基基础设计Foundationdesign1、基础选型说明Descriptionoffoundationtype本工程食品研发中心采用桩基础。配电站为单层建筑，荷载较小，其基础选用天然基础，持力层为2层灰黄色粉质粘土层，地基承载力特征值为85KPa.PilesfoundationisappliedinthisFoo

37、dR&Dcentrewhilethesubstationadoptsnaturalfoundationbecauseofitssmallerload.Load-bearingstratumis2claybedandthefoundationload-bearingcharacteristicvalueis85Kpa.2、桩基础说明Descriptionsofpilefoundation.本工程食品研发中心楼采用预应力空心管桩基础PHS-A500(100)-18,桩边长为500mm，桩长18m,单桩承载力设计值约为840KN,桩基持力层为5-2层灰色粉砂Pre-stresshollowpipep

38、ilesfoundationPHS-A500(100)-18isadoptedinthisFoodR&Dcentre.Sidelengthofthepilesare500mmandpipelengthis18mwith,singlepilebearingcapacitydesignvalueis840kN.Thebearingstratumis5-2greysiltysand六、结构分析StructuralAnalysis1、结构软件：采用中国建筑科学研究院研发的PKPM-PMCAD,SATWE,JCCAD,STS软件进行结构分析，恒荷载与活荷载分开计算，考虑活荷最不利组合，模拟施工加载3,考

39、虑偶然偏心的影响进行分析。Structuralanalysisw川becompletedwithsoftwarePKPM-PMCAD,SATWE,JCCAD,STSseriesdevelopedbyChinaAcademyofBuildingResearch.Loadingcaseofdeadloadandliveloadw川becalculatedindependently,andthemostcriticalloadingcombinationcaseshouldbeconsideredinthestructuralanalysis.Thesimulationloadofconstruct

40、ionmodeNo.3andeccentricimpactw川bechoseninthestructuralanalysis.2、结构分析所采用的计算模型，边界条件，结构主要分析输入的主要参数Thecomputationmodeladoptingforstructuralanalysis,perimeterconditions,mainparametersinputforstructuralanalysis:设计主要依据：MainDesignCriteria建筑结构荷载规范(GB50009-2012);(GB50009-2012)建筑抗震设计规范(GB50011-2010);(GB50011-

41、2010)钢结构设计规范(GB50017-2003);主要计算参数：Maindesignparameters:结构材料信息：Structuralmaterialinformation混凝土容重(kN/m3):Bulkdensityoftheconcrete竖向荷载计算信息：VerticalloadinginformationCalculationloading风荷载计算信息：Windloadingcalculationinformationdirections地震力计算信息：Seismicforcecalculationinformationdirections(GB50017-2003)钢碎

42、结构ReinforcedconcretestructureGc=27.0Gc=27.0按模拟施工3加简计算basedonsimulatingconstruction3计算X.Y两个方向的风荷载CalculatethewindloadingsonX,Y计算X.Y两个方向的地震力CalculatetheseismicforcesonX,Y规定水平力”计算方法：楼层剪力差方法（规范方法）Calculation method for authorizedhorizontalpressureshearingdifferenceModal combination method (CQC coupling;

43、 SRSS uncoupling)计算振型数：Modal number(Codemethod)结构类别：StructureCategory采用的楼层刚度算法Calculationofthestoreyrigiditydisplacement结构所在地区Location地震信息Seismicinformation振型组合方法(CQC耦联;SRSS非耦联)地震烈度：Seismicintensity:场地类别：框架结构Framestructure层间剪力比层间位移算法Inter-storeyshearforce/Inter-storey上海ShanghaiCQCCQCNMODE=18NMODE=18

44、NAF=7.00NAF=7.00KD=IVKD =IVSitecategory一组设计地震分组:one groupDesigningseismicgroup:特征周期TG =0.90Characteristic periodTG =0.90多遇地震影响系数最大值Rmaxl =0.08Max frequent earthquake effect coefficient Rmaxl =0.08罕遇地震影响系数最大值Rmax2 =0.45Max rare earthquake effect coefficientRmax2 =0.45NF =NF =框架的抗震等级：Anti-earthquakegr

45、adeoftheframework:活荷重力荷载代表值组合系数：RMC=0.50andCombinedcoefficientofliveloadrepresentativevalueofgravityload:RMC=0.50TC =0.70TC =0.70周期折减系数：Periodicaldeductionfactor是否考虑偶然偏心：是否考虑双向地震扭转效应活荷载信息Liveloadinformation考虑活荷不利布置的层数从第1到6层_11L-Storeyofunfavorablelive-loaddistribution:from1to6柱、墙活荷载是否折减不折算Live-loadd

46、eductionofthecolumnsandwalls:No传到基础的活荷载是否折减不折算Live-loaddeductiondeliveredtothefoundation:No配筋信息Reinforcedbarsdistributioninformation梁箍筋强度(N/mm2):JB=360Intensityofthebeamstirrups(N/mm2):JB=360柱箍筋强度(N/mm2):JC=360Intensityofthestirrups(N/mm2)JC=360设计信息Designinformation结构重要性系数：RWO=1.00Coefficientofthest

47、ructuralimportance:RWO=1.00柱计算长度计算原则：有侧移Calculatedcolumnsandcalculationprinciples:Sidedisplacement柱配筋计算原则按单偏压并勾选角柱计算Principles for column stirrups:Unsymmetrical pressure calculationmethod梁保护层厚度(mm):BCB= 25.00Thickness of beam protectionBCB = 25.00柱保护层厚度 (mm):ACA = 30.00Thickness of column protection

48、ACA = 30.00荷载组合信息Loading combinations information 恒载分项系数：CDEAD= 1.20Dead load subentry coefficientCDEAD= 1.20活载分项系数：CLIVE= 1.40Live load subentry coefficientCLIVE= 1.40风荷载分项系数CWIND= 1.40Wind load subentry coefficientCWIND= 1.40水平地震力分项系数CEA_H= 1.30HorizontalseismicforcesubentrycoefficientCEA_H=1.30竖向

49、地震力分项系数CEA_V= 0.500.50VerticalseismicforcesubentrycoefficientCEA_V=特殊荷载分项系数CSPY=0.00SpecialloadsubentrycoefficientCSPY=0.00活荷载的组合值系数CD_L=0.70CoefficientoftheliveloadcombinedvalueCD_L=0.70风荷载的组合值系数：CD_W=0.60CoefficientofthewindloadcombinedvalueCD_W=0.60活荷载的重力荷载代表值系数：CEA_L=0.50Gravityloadrepresentativ

50、evalueoftheliveloadCEA_L=0.503、主要结构分析计算结果:Mainstructuresanalysis&calculationresults:3.1结构自振周期计算:Calculationofstructuralvibrationperiod考虑扭转耦联时的振动周期(秒卜X.Y方向的平动系数、扭转系数Vibrationperiod(Rotatingtorsionincluded)(s)X,Ytranslation,torsioncoefficient振型号周期转角平动系数(X+Y)扭转系数VibrationtypePeriodRotatingangleTranslat

51、ioncoefficient(X=Y)Torsioncoefficient0.91472.030.91(0.91+0.00)0.0920.879393.151.00(0.00+0.99)0.0030.8108179.420.15(0.12+0.03)0.8540.326831.960.76(0.55+0.21)0.2450.3086120.560.96(0.25+0.71)0.0460.283820.460.31(0.26+0.05)0.6970.2447102.740.88(0.05+0.83)0.1280.242416.860.89(0.80+0.09)0.1190.2307130.150

52、.20(0.08+0.11)0.80100.188968.750.47(0.06+0.41)0.53110.1697168.070.95(0.91+0.04)0.05120.155579.800.53(0.02+0.52)0.47130.123888.630.57(0.00+0.56)0.43140.1203177.250.99(0.99+0.00)0.01150.108286.800.43(0.00+0.43)0.57160.08610.490.99(0.99+0.00)0.01170.083891.380.97(0.00+0.97)0.03180.080758.990.04(0.01+0.

53、03)0.96190.0226176.390.99(0.99+0.00)0.01200.022485.770.99(0.01+0.98)0.01210.0213125.440.02(0.01+0.01)0.98地震作用最大的方向=-0.014(度)Maxdirectionoftheearthquakeaction=-0.014(degree)3.2结构位移及位移比计算：Calculationofstructuraldriftanddriftration:=工况1=X方向地震作用下的楼层最大位移=工况1=Xdirection:maxstoreydriftunderseismicforceX方向最

54、大层间位移角:621.(第2层第1塔)Xdirection:maxdriftangle1/621.(Secondstoreythe1sttower)X方向最大位移与层平均位移的比值:1.17(第2层第1塔)Xdirection:ratioofmaxdriftandaveragestoreydrift1.17(Secondstoreythelsttower)X方向最大层间位移与平均层间位移的比值:1.25(第7层第1塔)Xdirection:ratioofmaxInter-storeydriftandaverageInter-storeydrift1.25(Seventhstoreythelst

55、tower)=工况2=X双向地震作用下的楼层最大位移=工况2=Xmaxstoreydriftunderbi-directionearthquakeactionstX方向最大层间位移角:584.(第2层第1塔)Xdirection:maxInter-storeydriftangle1/584.(secondstoreythe1tower)X方向最大位移与层平均位移的比值:1.14(第2层第1塔)Xdirection:ratioofmaxdriftandaveragestoreydrift1.14(Secondstoreythelsttower)X方向最大层间位移与平均层间位移的比值:1.24(第

56、7层第1塔)Xdirection:ratioofmaxInter-storeydriftandaverageInter-storeydrift1.24(7thStoreythe1sttower)=工况3=Y方向地震作用下的楼层最大位移=工况3=Ydirection:maxstoreydriftunderearthquakeaction丫方向最大层间位移角:742.(第2层第1塔)stYdirection:maxinter-storeydriftangle1/742(secondstoreythe1tower)丫方向最大位移与层平均位移的比值:1.13(第5层第1塔)1L-Ydirection:

57、ratioofmaxdriftandaveragestoreydrift1.13(5Storeythe1tower)丫方向最大层间位移与平均层间位移的比值:1.29(第5层第1塔)Ydirection:ratioofmaxinter-storeydriftandaveragestoreydrift1.29(5thStoreythe1sttower)=工况4=Y双向地震作用下的楼层最大位移=工况4=Ymaxstoreydriftunderbi-directionearthquakeaction1/651（2 nd Storey the 1 st tower）1.18（第5层第1塔）5 th St

58、orey the 1st塔）inter-storey drift丫方向最大层间位移角:651.（第2层第1塔）Ydirection:maxinter-storeydriftangleY方向最大位移与层平均位移的比值Ydirection:ratioofmaxdriftandaveragestoreydrift1.18itower）Y方向最大层间位移与平均层间位移的比值:1.33（第5层第Ydirection:ratioofmaxinter-storeydriftandaverage1.33（5thStoreythe1sttower）=工况5=X方向风荷载作用下的楼层最大位移=工况5=Xdirection:maxstoreydriftwithwindloadX方向最大层间位移角:1/2554.（第7层第1塔）tower）1.05（第2层第1塔）storey drift 1.05（2 nd Storey the 1st1.22（第7层第1塔）1L-X方向最大位移与层平均位移的比值:Xdirectionmaxinter-storeydrifta