总体设计说明(中英文对照)

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HVACDesignDescription第六章节能设计说明EnergySavingDesignDescription第七章环境保护Chapter7EnvironmentProtection第八章消防设计专篇Chapter8SpecialDesignDescriptionforFireFightingChapter8Protection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Chapter1ArchitecturalDesignDescription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)<DesignCodeofIndustrialCorporationSitePlanning>(GB50187-93)5、《建筑设计防火规范》(GB50016-2006)<CodeofDesignonBuildingFireProtectionandPrevention>(GB50016-2006)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BeRigidlyInConformityWiththeStateEconomicGuidelines,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,LaborSafety&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-friendlyFactory.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,Structures,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MainDirectionOfTheWindInWinter: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:ShanghaiSurveyingInstitute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TotalFloorAreas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。Landscapecanadjustatmosphereandbeautifytheenvironment.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.SothelandscapefortheindustrylocatedinthecityhasbeenincreasedtoanimportantstatusincitygeneralplanninginChina.FireResistanceRatingIsClassII.5、流线组织TransportationFlowLine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TransportationFlowLineXXXXXXX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，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。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,thereisacollectivelylargeareaofgreenlandalongtheinternalroadoftheindustrialparkandinthesouthofthesite.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,andtheoutdoorsiteandroadsareexistingonesandthereisn'tanychangesontheelevation.Therefore,elevation^0.000ofthenewly-builtFoodR&Dcentreisthesameasthatoftheexistingfactory.8、交通组织Transportation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&Dcentreadoptingtheexistingroadhasalreadymeetstherequirementsoftransportationandfirefighting,sononewroadisadded.Theexistingroadisaringlikeconcreteroadandtheminimumwidthis7.5m.Thecircularroadsystemhasfullymeetstheinternalrequirementofthefactory,andatthesametime,italsomeetstherequirementforcircularfirefightingroad.四、单体设计IndividualBuildingDesign1＞平面设计PlanDesign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,heightdifferencebetweeninteriorandoutdooris0.45mandthetotalheightofthebuildingis23.85m.Personnelmainentranceliesonthesouthsideofthecentrewhilethegoodsmainentranceisonthenorthsidethusthetwoareefficientlyseparated.FunctionsoftheFoodR&Dcentrearesufficientlyembodiedintheplanlayout.2、立面设计ElevationDesign食品研发中心立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&Dcentrethatensuresthesmoothnessforthefire-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.Thefirecompartmentcoveringareaandtheevacuationdistancebothmeettherequirementsoffirepreventioncode.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:Carparking32367m220674.22m243.09%0.9420.1%20第二章结构设计说明Chapter2StructuralDesignDescription设计依据DesignCriteria(GB50010-2010)(GB50010-2010)(GB50010-2010)(GB50010-2010)<CodeforDesignofConcreteStructures>《建筑结构荷载规范》(GB50009-2012《建筑结构荷载规范》(GB50009-2012)<LoadCodefortheDesignofBuildingStructures>(GB50009-2012)《建筑抗震设计规范》(GB50011-2010《建筑抗震设计规范》(GB50011-2010)<CodeforSeismicDesignofStructures>《砌体结构设计规范》(GB50011-2010<CodeforSeismicDesignofStructures>《砌体结构设计规范》(GB50011-2010)(GB50003-2011)(GB50003-2011)(GB50003-2011)(GB50007-2011)(GB50007-2011)(JGJ94-2008)(JGJ94-2008)<CodeforDesignofMasonryStructures>《建筑地基基础设计规范》<CodeforDesignofBuildingFoundation>《建筑桩基技术规范》<TechnicalCodeforBuildingPileFoundations>《钢结构设计规范》(GB50017-2003)《钢结构设计规范》<CodeforDesignofSteelStructures>(GB50017-2003)《混凝土小型空心砌块建筑技术规范》(JGJ/T14-2011)<TechnicalCodeforDesignofConcreteHollowBlockStructures>(JGJ/T14-2011)《工程地质勘察报告》11-2-39由xxxxxx有限公司提供<GeotechnicalInvestigationReport>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ThesafetycategoryofthebuildingisClassIIandtheexpirespanofthestructureisdesignedtobe50years.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。Theimportancefactorofthesebuildingsis1.0.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：AuditoriumLiveLoad: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：BasicWindPressure:地面粗糙度：Floorroughnessdegree:5、基本雪压：7.0KN/M0.55KN/M20.55KN/M2B类ClassB0.20KN/M20.20KN/MBasicSnowLoad:0.20KN/M6、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,theearthquakeisclassifiedasGrouponeandthebasicearthquakeaccelerationis0.10ginthedesign.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。Columnnetoftheupperstructureis19mX16.5mandittakesbeamcrossfloorsystemwithdimension350x1000mm,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.PilesfoundationisappliedinthisFoodR&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-stresshollowpipepilesfoundationPHS-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,考虑偶然偏心的影响进行分析。Structuralanalysisw川becompletedwithsoftware«PKPM-PMCAD,SATWE,JCCAD,STS»seriesdevelopedbyChinaAcademyofBuildingResearch.Loadingcaseofdeadloadandliveloadw川becalculatedindependently,andthemostcriticalloadingcombinationcaseshouldbeconsideredinthestructuralanalysis.ThesimulationloadofconstructionmodeNo.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);<LoadCodefortheDesignofBuildingStructures>(GB50009-2012)《建筑抗震设计规范》(GB50011-2010);<CodeforSeismicDesignofStructures>(GB50011-2010)《钢结构设计规范》(GB50017-2003);<CodeforDesignofSteelStructures>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）Calculationmethodfor"authorizCalculationmethodfor"authorizedhorizontalpressureshearingdifferenceModalcombinationmethod(CQCcoupling;SRSSuncoupling)Modalcombinationmethod(CQCcoupling;SRSSuncoupling)计算振型数：Modalnumber(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=18NAF=7.00NAF=7.00KD=IVKD=IVKD=IVSitecategory一组设计地震分组:一组onegroupDesigningseismicgroup:onegroup特征周期TG=0.90CharacteristicperiodTG=0.90多遇地震影响系数最大值Rmaxl=特征周期TG=0.90CharacteristicperiodTG=0.90多遇地震影响系数最大值Rmaxl=0.08MaxfrequentearthquakeeffectcoefficientRmaxl=0.08MaxfrequentearthquakeeffectcoefficientRmaxl=0.08罕遇地震影响系数最大值Rmax2=0.45MaxrareearthquakeeffectcoefficientRmax2=罕遇地震影响系数最大值Rmax2=0.45MaxrareearthquakeeffectcoefficientRmax2=0.45NF=NF=NF=NF=框架的抗震等级：Anti-earthquakegradeoftheframework:活荷重力荷载代表值组合系数：RMC=0.50andandCombinedcoefficientofliveloadrepresentativevalueofgravityload:RMC=0.50TC= 0.70TC= 0.70TC= 0.70Periodicaldeductionfactor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-loaddeductionofthecolumnsandwalls:No传到基础的活荷载是否折减不折算Live-loaddeductiondeliveredtothefoundation:No配筋信息ReinforcedbarsdistributioninformationTOC\o"1-5"\h\z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=1.00Coefficientofthestructuralimportance: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柱配筋计算原则Principlesforcolumnstirrups:Unsymmetricalpressurecalculationmethod梁保护层厚度(mm): BCB=25.00Thicknessofbeamprotection BCB=25.00柱保护层厚度(mm): ACA=30.00Thicknessofcolumnprotection ACA=30.00荷载组合信息 Principlesforcolumnstirrups:Unsymmetricalpressurecalculationmethod梁保护层厚度(mm): BCB=25.00Thicknessofbeamprotection BCB=25.00柱保护层厚度(mm): ACA=30.00Thicknessofcolumnprotection ACA=30.00荷载组合信息 Loadingcombinationsinformation恒载分项系数： CDEAD=1.20DeadloadsubentrycoefficientCDEAD=1.20活载分项系数：CLIVE=1.40LiveloadsubentrycoefficientCLIVE=1.40风荷载分项系数CWIND=1.40WindloadsubentrycoefficientCWIND=1.40水平地震力分项系数CEA_H=1.30HorizontalseismicforcesubentrycoefficientCEA_H=1.30竖向地震力分项系数CEA_V=0.50竖向地震力分项系数CEA_V=0.500.50VerticalseismicforcesubentrycoefficientCEA_V=0.50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=0.50GravityloadrepresentativevalueoftheliveloadCEA_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VibrationtypePeriodRotatingangleTranslationcoefficient(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)0.1190.2307130.150.20(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+0.03)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(Seventhstoreythelsttower)===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)stXdirection: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: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（2ndStoreythe1sttower）1.181/651（2ndStoreythe1sttower）1.18（第5层第1塔）[5thStoreythe1st塔）inter-storeydriftYdirection: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（tower）1.05（第2层第1塔）storeydrift1.05（2ndStoreythe1st1.22（第7层第1塔）X方向最大位移与层平均位移的比值:Xdirectionmaxinter-storeydriftangle1/2554（7toreyX方向最大位移与层平均位移的比值:Xdirection:ratioofmaxdriftandaveragetower)X方向最大层间位移与平均层间位移的比值Xdirection:ratioofmaxinter-storeydriftandaverageinter-storeydrift1.22（7thStoreythe1sttower）

===工况6===Y方向风荷载作用下的楼层最大位移===工况6===Ydirection:maxstoreydriftwithwindload丫方向最大层间位移角1/4784.(丫方向最大层间位移角1/4784.(第2层第1塔)Ydirection:maxinter-storeydriftangle1/4784(2Ydirection:maxinter-storeydriftangle1/4784(2ndStoreythe1sttower)Y方向最大位移与层平均位移的比值Y方向最大位移与层平均位移的比值1.25（第5层第1塔）1L--£Ydirection:ratioofmaxdriftandaveragestoreydrift1.25(5Storeythe1tower）丫方向最大层间位移与平均层间位移的比值:1.38（第5层第1塔）Ydirection:ratioofmaxinter-storeydriftandaverageinter-storeydrift1.38(5thStoreythe1sttower)===工况7===X方向地震作用规定水平力下的楼层最大位移===工况7===Xdirection:maxstoreydriftunderearthquakeactionandauthorizedhorizontalforceX方向最大层间位移角:"696.(第2层第1塔)Xdirectionmaxinter-storeydriftangle1/696(2ndStoreythe1sttower)X方向最大位移与层平均位移的比值:1.08(第2层第1塔)Xdirection:ratioofmaxdriftandaveragestoreydrift1.08(2ndStoreythe1sttower)X方向最大层间位移与平均层间位移的比值:1.21(第7层第1塔)cZ£L-_£Xdirection:ratioofmaxdriftandaveragestoreydrift1.212(7toreythe1tower)===工况8===Y方向地震作用规定水平力下的楼层最大位移===工况8===Ydirection:maxstoreydriftunderearthquakeactionandauthorizedhorizontalforce丫方向最大层间位移角:"812.(第2层第1塔)Xdirectionmaxinter-storeydriftangle1/812(2ndStoreythe1sttower)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: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)thstYdirection:ratioofmaxdriftandaveragestoreydrift1.29(7toreythe1tower)七、其他Others.，混凝土：基础垫层C15;基础及上部结构为C30;Concrete:BlindingPadC15;FoundationandsuperstructureC30;.钢筋：热轧钢筋HRB400(fy=360N/mm2);

Hot-rolledrebarHRB400(fy=360N/mmHot-rolledrebarHRB400(fy=360N/mm2);.焊条：E43系列用于HPB300,E50系列用于HRB400;WeldingElectrode:adoptE43seriesforHPB300,andE50seriesforHRB400..砌体及砂浆：填充墙采用MU7.5封底多孔小型空心混凝土砌块,Mb5.0混合砂浆。MasonryandMortar:adoptMU7.5concretehollowblockandMb5.0mixturemortar..钢材：主材采用Q345B.Mainly:Q345B第三章给排水设计说明Chapter3MechanicalDesignDescription一、设计依据DesignCriteria《室外给水设计规范》(GB50013-2006)<CodeforDesignofOutdoorWaterSupply>(GB50013-2006)《室外排水设计规范》(GB50014-2006)2011<CodeforDesignofOutdoorDrainage>(GB50014-2006)2011《建筑给排水设计规范》(GB50015-2003)2009版<CodeforDesignofBuildingsWaterSupply&Drainage>(GB50015-2003)2009edition《建筑设计防火规范》(GB50016-2006)<CodeofDesignonBuildingFireProtectionandPrevention>(GB50016-2006)《建筑灭火器配置设计规范》(GB50140-2005)<CodeforDesignofFireExtinguishes(GB50140-2005)其它相关的国家标准及设计规范RelevantNationalStandardsandDesignCodes业主提供的市政管网资料及一期工程的竣工图CityutilityconnectiondataandPhaseIasbuiltdrawingsprovidedbytheCustomer.设计范围DesignScope厂区范围内的给水排水工程。Watersupplyanddrainageonthesite.三、给排水设计Water-supply&DrainageDesign1给水消防系统Watersupplyandfirewatersystem.本工程给水由市政给水管网供给，给水管管径DN200,水压为0.16MPa。生活用水由室外一体化箱式泵站加压供给。消防水池由市政给水补水，经消防泵房加压后供给室内外消防用水。Inthisproject,waterissuppliedbymunicipalwaterpipe.ItsdiameterisDN200,andwaterpressureis0.16MPa.Thewaterfordomesticusageisprovidedbywatertankandpump.Providedalsobymunicipalsupplier,thewaterinFireWaterTankisfirstlypressedthroughPumphouseandthenusedforindoorandoutdoorfire-fightingwater.工作人数350人，用水量50（L/人d）,总用水量17.5m3/d，工作时数8小时，最大时用水量3.3m3/hoTherew川be350workers,waterconsumptionperpersonheadis50L/person.day,totalconsumptionis17.5m3/d.Themaxwaterconsumptionisabout3.3m3/h3.3m3/h。4合计total4.115.5322.62生活用水量表DomesticWaterConsumption序号No用水项目名称Item使用人数或单位数Peopleno.单位Unit用水量标准(L)waterconsumpationstandard小时变化系数(K)hourvariationfactor使用时间(h)time用水量(m3)备注notes平均时average最大时maximunhour最高日highestday1办公office350人每人每日perheadperday501.582.23.517.52绿化及道路洒水greeneryandroadwaterspraying1531m2每m2每次everym2pertime2.01.021.531.533.06我日1次计onetimeperhour小计subtotal3.735.0320.563未预见水量及管网漏失水量unforseenwaterquantityandlostquantityofpipenetwork按本表1至2项之和的10%计calculateas10%ofthetotalofitem1anditem2ofthisform0.380.52.06消防用水量表FireWaterConsumption在舁厅pno.消防系统名称firefightingsystemname消防用水量标准FireWaterConsumptionstandard火灾延续时间firehazardduration一次灭火用水量firewaterquantitypertime备注notes1室内消火栓系统indoorfirehydrantsystem15L/s2h108m32自动喷淋系统automativsprinklersystem21L/S1h75.6m33室外消火栓系统outdorrfirehydrantsystem25L/s2h180m3合计total61L/S363.6m32消防系统设计Firefightingsystemdesign室外消火栓系统Outdoorfirehydrantsystem消防水源：本工程利用厂区内既有消防给水管。Firewatersource:usetheexistingfirewatersupplypipenet.室外消防用水量为25L/s,室外消火栓系统由市政管网直接供水，另消防车可从一侧河道取水作为另一路水源Theoutdoorfirewaterquantityis25L/s,andtheoutdoorfirehydrantsystemisprovidedwaterdirectlybycitypublicpipenetwork,andthefirecarcanusetheriverwaterasanotherwaterresource.室外消火栓采用地上式消火栓，应有一个DN100和两个DN65的栓口，室外消火栓间距不超过120m,距道路边不大于2.0m,距建筑物外墙不宜小于5.0m0Theoutdoorfirehydrantadoptsabovehydrant,itshallhaveonehydrantopeningofDN100andtwohydrantopeningsofDN65.Thespacingofoutdoorfirehydrantsshallbenomorethan120m,andtheyshallbenomorethan2.0mfromtheroadedgeandnolessthan5.0mfromtheexternalwallofbuildings.室内消火栓灭火系统Indoorfirehydrantsystem本工程各仓库设置室内消火栓系统，室内消火栓用水量10L/So室内消火栓系统采用稳高压消防制，从消防水池。Everywarehouseinthisprojectshallbesetupwithindoorfirehydrant,andtheindoorfirehydrantquantityis10L/S.Theindoorfirehydrantsystemadoptsstablehighpressurefiresystem,andwaterispumpedfromthefirewatertank.室内各层均设消火栓进行保护。具布置保证室内任何一处均有2股水柱同时到达，水枪充实水柱不小于10mEveryfloorofeverywarehouseshallbesetupwithfirehydrantforprotection.Thelayoutoffirehydrantshallensurethatanypointinsidethewarehouseshallhavetwowatercolumnsbereachedsimultaneously,andthewatercolumnsfilledbywatergunshallbenolessthan10m.每个消火栓箱内均配置DN65mm消火栓一个、DN65mmL25m麻质衬胶水带一条，DN6%19mm直流水枪一支及消防软管卷盘一套。SetuponeDN65mm,onelinenrubberhoseofDN65mmandL25m,onesolidstreamofDN65X19mmandonesetoffirecoilineachfirehydrantbox.室内各层喷淋系统采用湿式自动喷水灭火系统，自动喷淋系统采用既有消防水泵供水系统。Automaticsprayingsystemadoptswetautomaticfirefightingsystem,andtheautomaticsprinklersystemalsousethewatersupplysystemoftheexistingfirepumpstation.2.3.2设计参数Designparameters喷淋设置等级为中危I级，采用K=80吊顶型喷头，喷头动作温度为68CoThesprinklergradesetupiswarehousedangerGradeI.ThesprinklerheadofK-80isadoptedunderneathceiling,喷淋强度q=6L/min.m2,作用面积160m2,持续时间10h,最不利点喷洒头最小工作压力0.1MPa。Thesprinklerintensityisq=6L/min.m2,theactedareais160m2,thedurationisThesprinklerintensityisq=6L/min.1hs,andtheminimumworkingpressureofsprinklerheadattheleastdisadvantageouspointisO.IMpa.2.4灭火器配置：本工程按中危险级设手提式磷酸钱盐干粉灭火器。Fireextinguishersetup:portableammoniumphosphatesaltdry-powderfireextinguisherissetupaccordingtothemiddledangerclass.3污水系统Sewagewatersystem.本工程排水采用分流制，分别设雨水管和污水管，雨水管接入厂区既有雨水管网。生活污水与生产废水经化粪池预处理达到GB18918-2002《污水综合排放标准》的入网标准后接入市政污水管网，污水管管径为DN300oThisprojectappliestwoindependentdrainagesystems:rainwatertrenchandwastewaterpipe,rainwaterdrainstoexistingrainwaterpipenet,whichlocatesatthesouthofthelandplot,directly.Thedomesticwasteandproductionsewagemustbepretreatedbysepticandachievenetworkconnectionconditionrequiredby"WastewaterDrainageStandard”(GB18918-2002)beforedrainstosewagewaterpipenetworkonIndustryinternalRoad.Sewagepipediameterw川beDN300.生活污水量按生活用水量的90%计，生活污水最高日排放量20.36m3,最大时排放量4.98m3o室内生活污水排入基地室外污水管，经室外污水管网收集后排入市政污水管网，最终经城市污水处理厂处理达标后排放。Sewagewaterqualityaccordingwatersupplyquality90%,themaxsewagewateris20.36m3perday,and4.98m3perhour.雨水系统Rainwatersystem雨水量：按上海市暴雨强度公式,q=5544(P0.3-0.42)/(t+10+lgP)0.82+0.07lgP重现期按3年考虑，暴雨强度4.57L/(S,100m2)o屋面及道路径流系数0.90,绿地径流系数0.15o排入一期已施工好的一路雨水管并接至市政雨水管网。单体屋面雨水汇合后排入雨水井；基地室外按规范设雨水口，汇集地表水，最后接入雨水井。Rainwaterquantity:accordingtotherainstormintensityinShanghai,thecalculationformulaforrainstormisasfollows:q=5544(P°3-0.42)/(t+10+lgP)°82+0.07lgPWithconsiderationof3yearsre-occurency,therainstormintensityis4.57L/(S,100m2).Therunoffcoefficientoftheroadandroofis0.90,landscapingrunoffcoefficientis0.15.管材Pipingmaterial室内生活给水管采用PP-R聚丙烯管，Ph^l.OMpa,热熔连接。室内热水管采用热水用PP-R聚丙烯管，Ph>2.0Mpa,热熔连接。TheindoorwatersupplypipefordomesticpurposeshalladoptPP-Rpipe,andPNis1.OMpaormorewithconnectedthroughhotmelting.TheindoorhotwaterpipeshalladoptPP-Rpipe,withPN>2.0Mpaandhotmelting.室内消防管：Dh>80mm采用内外热镀锌钢管，卡箍连接；DN<=65mm,采用内外热镀锌钢管，丝扣连接。Theindoorfirefightingpipe:whenthediameterDNis80mmormore,itshalladopthot-galvanizedinternallyandexternallysteelpipeandhoopconnection.WhenthediameterDNis65mmorless,itshalladopthot-galvanizedinternallyandexternallysteelpipeandscrewedconnection。室外生活给水管DNV100毫米为钢塑复合管，丝扣连