1、IANBAOCONSTRUCTIONDEVELOPMENTIANBAOCONSTRUCTIONDEVELOPMENT.初步設(shè)計(jì)PRELIMINARY201312DECEMBER, .工PROJECT .工PROJECT .初 步 設(shè) 院長(zhǎng)陳GENERALCHEN楊儉CHIEFINR：DESIGNE201312DECEMBER, .DESIGNlHao總圖建Zhang筑LiZhang.DESIGNlHao總圖建Zhang筑LiZhanguWangMaXuWangFireLiEnergyXuWangIANBAOCONSTRUCTIONDEVELOPMENTWangIANBAOCONSTRUCTIO

2、NDEVELOPMENTWangWang.目次 前.目次 前言設(shè)計(jì)依據(jù) DesignSiteandNaturalProductsandual主要設(shè)計(jì)原則和決定 DesignCriteriaandFacility工作制度orkg總圖Site建筑 ctta結(jié)構(gòu)和抗震設(shè)計(jì)Structural&Seismic給排水Huc電氣暖通空調(diào)動(dòng)力caca環(huán)境保護(hù)Environet勞動(dòng)安全害Hge合理利用能源Energy 與建議Outstandinges&附件 .言研制機(jī)構(gòu)，思塔高公司（Stago）其本Stagoisaal.言研制機(jī)構(gòu)，思塔高公司（Stago）其本Stagoisaalheresearchofres

3、earchinstitutions,preparetorentstrategicdevelopmentneeds,productingianjinairportecomczoneforitsableplasticcupsanddiagnosticilcleaner.TianjinTianbaoconstructiondevelopment.,asthepropertydevelopers,accordingtotheequementsofthefactorycustomworkshopui12638m2包括主廠房以及門衛(wèi)室、箱式站/5191m2Tianjin Tianbao construct

4、ion development .Stagofactoryproject.Theabout 12638 2, including main workshop, guardhouse, box-ionandancillaryfacilities,withtotalconstructionareaofaboutsion/switching m21.1. 設(shè)計(jì)依據(jù)Design.1. 設(shè)計(jì)依據(jù)Design1.1思塔ianbaoconstructiondevelopment.TheplanningrequirementsbyTianjinAirportEconomicsArea1.3 現(xiàn)行的國(guó)家規(guī)范和標(biāo)

5、Currentnationalcodesand2.2. 廠址和自然條件 SiteandNaturalTheplotisAnnual.2. 廠址和自然條件 SiteandNaturalTheplotisAnnualaverageMonthlyaveragetemperatureExtremetemperature最-MonthlyaveragetemperatureExtremetemperatureOutdoorrelativeW3.Annualaveragestorm.AnnualaveragestormDailymaxstormMaxdepthMaxdepthofsoilAnnuallig

6、htning4.3.和產(chǎn)品Productsanda.3.和產(chǎn)品Productsanda6000Products include ilAnnualoutputof60005.4. 主要設(shè)計(jì)原則和決定 DesignCriteriaandsdesignisprovidedby.4. 主要設(shè)計(jì)原則和決定 DesignCriteriaandsdesignisprovidedbyStago.ThedesignofthefacilityistomeetthesThesiteplanarrangementistomeettherequirementsofplanning,fireprotectionion.T

7、herearelooproadforfireTheyareadoptedasRCstructureasguardhouses.MainbuildingsissteelPilingfoundationisDesignofutilitysystemistobebasedontheequiementsof本工程供電電壓等級(jí)為10kV，廠區(qū)東北角設(shè)有一套800KVA 10KV/0.40.23KV箱ergradeis10k,800KVA 、10KV/0.40.23KVbox-type根據(jù)工藝用電設(shè)備及消防用電設(shè)備使用負(fù)荷情況考慮設(shè)置一臺(tái) 450kW 柴油發(fā)電機(jī)Accordingtotheelectric

8、ityutilizationloadcaseofthes equipment andfightingequipment,considersettingupa450kwdieselgeneratorset,inordertotheelectricityutilizationdemandofthesequipmentandfirefightingelectricity6.LocateFire.LocateFirePumpion.Thewholefacilityisiwillbeprotectedby4.4 項(xiàng)目所需公用設(shè)備選用節(jié)能產(chǎn)品Theutilityeqitistoadoptenergysav

9、ing7.5.公司組成Facility11Production,115administrator,.5.公司組成Facility11Production,115administrator,58BldgOccupied Area(sqm)Floor Area(sqm)1Main23箱式站/開(kāi)閉 .6.kig115ThreeshiftsforManuacturg,11employeespershift.Singleshiftforminitato,5per9.7. 工藝sAsperthenomationprovidedbyStago,theslwastheableplasticreactioncu

10、psemi-automaticproduction.7. 工藝sAsperthenomationprovidedbyStago,theslwastheableplasticreactioncupsemi-automaticproductionableplasticreactioncupautomaticproductionDiagnosticitrumetlcleanerfullyautomatedproductionputinPhenoxye noland purifiedwaterinbucketsaterPutin Steelballdegaussing,PrplatePutin Rea

11、ctioncup .總圖Site設(shè)計(jì)原則Principlesofsite8.1.1 根Tomeettherequirementsfomplanning.總圖Site設(shè)計(jì)原則Principlesofsite8.1.1 根TomeettherequirementsfomplanningandconstructionbureauofTAEA,makeplanfortheplant8.1.2 建筑功能分區(qū)明確，物流順暢便捷。整個(gè)廠區(qū)的交通線路互不干擾并且順暢wholeplantareais8.1.3滿足消防等有關(guān)規(guī)范的要求Meettherequirementsoffirecontrolandother

12、relevant8.1.4綠化美化廠區(qū)Afforest,beautifytheplant8.2總平面布置General占地面積為 12638m2TheprojectislAAntheeiNO.7roadandHarborcityavenue,NO.4riseinotherthreediections,withareaof12,638mProjectlocationfieldisflatandlevel,meetingconstructionrequirements.AbriefdescriptionofthepropertiessurroundingedsiteisprovidedasPlan

13、ningConstrutiont:PlanningConstrutionPlanningConstrution.ProjectiscomprisedofMainBldg,de.ProjectiscomprisedofMainBldg,deBox-type5191.3Accordingtosflo,naturalsituationandenvironmentsurroundingtheplant,generalplanwillbeadjustedreasonability.eralplanisdscribdas8.2.1 主廠房（No.1）布置在廠區(qū)的中部。該建筑南北長(zhǎng)為 60.6m，東西寬為

14、86.6m。5046.7m25161.1m2MainBldg(No.1)hemiddleofthesite.LengthofthebuildinginS/Ndiectin60.6m,inW/Edirection86.6m.Coveredareaofthebuildingis5046.7sqm,the8.2.2 門衛(wèi)室（No.2）位于主廠房的東側(cè)，占地面積和建筑面積均為 30.2m2Guardhouseisheeastof.MainBldg,TheoccupiedareaandfloorareaofBldg8.2.3 箱式站/開(kāi)閉站（No.3）位于廠區(qū)的東北角，占地面積為為 50.1m2Box-

15、types ion（No.3）50.1henortheastofthesite,TheoccupiedareaofNo.38.2.4廠區(qū)設(shè)置一個(gè)heeastofthesitealongJind,.Thereisa.Thereisacirclelane,415mwide,surroundingtheplantforfirefightingrequirementoffirefightingsas8.3積為2527.60m2。Thedesignofplantareagreeningwillbewithanemphasisonthesurroundingplantallkindsoftrees,shr

16、ubsproperly,andgrassgreenfield,aimingatnobareinordertoachievecivilizedproductionfactorytocreateagoodexternalGreenareais2527.60m28.4主要技術(shù)經(jīng)濟(jì)指標(biāo)TechnicalIndexeneral.8BLDGexceeds8mheight,calculatedas2storybuilding8.5 豎向布置及道路工程 VerticalPlanningandRoads8.5.1 豎向布置Vertical4.20m主要技術(shù)經(jīng)濟(jì)指標(biāo)TechnicalIndex.8BLDGexce

17、eds8mheight,calculatedas2storybuilding8.5 豎向布置及道路工程 VerticalPlanningandRoads8.5.1 豎向布置Vertical4.20m主要技術(shù)經(jīng)濟(jì)指標(biāo)TechnicalIndexeneral 項(xiàng)目名稱Item 12TotalOccupied34AreaForVolume5Building6Volume7Green8GreenCoverage9Roadm個(gè)3.Thesitesmoothterrain,adept.Thesitesmoothterrain,adeptflatarrangement.Accordingtotherequi

18、rements,themtelevationofleveledgroundisfom3.90m,definethelevelofbuilding道路工程Roadso1) 廠區(qū)道路采用城市型瀝青混凝土道路,環(huán)形布置AsphaltRoadsfeature:urbanroad,ring2)70m, 4m；1.5%；主要道路轉(zhuǎn)彎半徑為 9m，次要道路轉(zhuǎn)彎半徑為 6m，車間引道轉(zhuǎn)彎半徑為 4mechnicalRoadwidth:mainroadmsingledrivesCrossingslope:Turningradius:mainroadApproachroad3) 道路結(jié)構(gòu)：Roada.4cm6cm

19、g 瀝青透油30cm30cm5%嗆灰AsphaltClose-gradedbitumen.Coarse-gradedbitumen.Coarse-gradedbitumenAsphaltprimercoat,LimeflyashcrushedstonemLimesoilmLimesoilmCompactedsub-gradecompactedtob6cm2cm厚砂墊30cm3：7alky:Link-lockconcreteblockTHK LimesoilTHKmCompactedsub-gradecompactedto.建筑 設(shè)計(jì)依據(jù) Design.建筑 設(shè)計(jì)依據(jù) Designwne.9.1

20、.2 規(guī)范與標(biāo)準(zhǔn)Codeand建筑設(shè)計(jì)防火規(guī)范GB50016-Codeofdesignonbuildingfireprotectionand建裝修設(shè)計(jì)防火規(guī)范GB50222-95(2001 年修訂版民用建筑設(shè)計(jì)通則GB50352-Codefordesignofcivilui 國(guó)家的相關(guān)現(xiàn)行有關(guān)規(guī)范與標(biāo)RelevantNationalcodeand 本工程新建建（構(gòu)）筑物包括ii* 主廠房 MainIncl：Prtnelgeneratorom/firepump* .9.2.2 設(shè)計(jì)內(nèi)容：建筑物的平、立、剖面設(shè).9.2.2 設(shè)計(jì)內(nèi)容：建筑物的平、立、剖面設(shè)Designcontent:plans,e

21、levations&分項(xiàng)概述主廠房Main性類別為丙類。該建筑物南北向長(zhǎng) 60m（軸線）東西向?qū)?86m（軸線0.3m9.0m11.8m5046.7m25161.1m2。根據(jù)生產(chǎn)工藝的需要本建筑物的柱網(wǎng)尺寸為柱距為7.8m8.0m，跨度為22.5m15m。Theconstructionismonolayersteelstructureindustrialbuilding,fireratingofclass2productioncategoryforclassC.Thelengthofmainproductionworkshopis60mmmninsideandoutsidegroundleve

22、lsis0.3m,theheightofthesteelbeambottomtothegroundis9.0m,topoftelevationis11.8m.iustm5161.1sqm.Accordingtotherequirementsforthemanufacturingtechnique,gridsizes：columndistance7.8mand8.0m,luspanis22.5mand507（0.1g5（PVDF0直立縫鎖邊連接滑動(dòng)屋面外板+附檁+玻璃棉保溫層+壓型彩鋼內(nèi)襯板+屋面主檁條IIIITheservicelifeis50yearsformainstructuredesi

23、gn,class7(0.15g)ofense.Mainbuildingroofisprofiledsheetroofwith.insulation whitePVD,galvanizedandaluminized,360standing seamadditionalpurlins+glasswoolinsulationlayer+profiledcoloredsheetliningplatesmainpurlins),slopeis.insulation whitePVD,galvanizedandaluminized,360standing seamadditionalpurlins+gla

24、sswoolinsulationlayer+profiledcoloredsheetliningplatesmainpurlins),slopeisroofinggradecanachieveclassII.Theroofofthepumproomanddieselgeneratorroomiscast-in-placereinforcedconcrete,roofinggradeisclass的間，油箱間與周圍房間設(shè)置耐火極限3h 的TheproductioncategoryofthemainconstructionisclassC,ratinglevel2,thereisonefirezo

25、nebaseonthebuildingareaisn8000，thendieselgeneratoromandotherroomisfireallwithrating3h,doorsandwindowsonthefieallalldesignedtobeclassAfireandwindows.Providestorageinsidethedieselgeneratorom,mlrating3doorsandwindowsopeningsonthefieallalldesignedtobeclassAfiredoors 門衛(wèi)室凝土框架結(jié)構(gòu)，建筑占地面積30.2m2，建筑30.2m2，建筑室內(nèi)外

26、高0.3 Guardhouselocated hesoutheastcornerofthesite，isasinglecivilbuilding,fireratingofclass2,reinforcedconcreteframestructure,theoccupiedarea30.2sqmandthebuildingareais30.2sqm,elevationdifferenceis0.30mnernaland.本建筑的結(jié)構(gòu)主體設(shè)計(jì)使用年限為 50 年。抗震設(shè)防烈.本建筑的結(jié)構(gòu)主體設(shè)計(jì)使用年限為 50 年。抗震設(shè)防烈度為 7 度（0.15g。屋采用 SBS 防水卷材表面設(shè)置不燃燒體防水等

27、級(jí)為II 級(jí)，屋面坡度為2Theservicelifeis50yearsforthemainstructuredesign,class7(0.15g)ofrotection,usingSBSandmoldingfoaminsulationboard,theroofslopeis5.1.7條規(guī)定，本建筑不需劃分防火分區(qū)Guardhouseissinglecivilbuilding,thefireratingdesignedasclass2.According9.3 建筑物主要工程做法說(shuō)Buildingmainengineeringpractice主廠房 Main主廠房生產(chǎn)車間：屋面0.6mm 厚

28、鍍鋁鋅壓型鋼屋面板（360直立縫鎖邊連接PVDF）+鍍鋅附加鋼檁條+150mm面的優(yōu)質(zhì)玻璃棉氈保溫層（16kg/m3） +0.50mm內(nèi)襯板+5Forworkshopofthemainbuilding:0.60thicknaturalcontourplateandzincplatingforroof(360standingerlockconnectionandslidinginsulatedlayerofqualifiedglasswoolrollwithmoisture proofandveneering(volumeweightg3+0.50mm-thicknessinnerplateof

29、white galvanizedcontoursteel+galvanizedsteelpurlin.Theroofisdoubleslopeof5%.消防水泵房和柴油發(fā)電機(jī)房部分：屋面采用 SBS 防水卷材表面設(shè)置不燃燒體火保溫板保.消防水泵房和柴油發(fā)電機(jī)房部分：屋面采用 SBS 防水卷材表面設(shè)置不燃燒體火保溫板保溫層+鋼筋混凝土屋面板。屋面結(jié)構(gòu)找坡，3TheroofingofthefirepumproomanddieselgeneratormfireproofisolationlayeronthesurfaceofSBSroofcoil+70mmmoldingfoaminsulationb

30、oardlayer+reinforcedconcreteroofpanel.roofingisstructuretoslope,theslopeis外墻Exterioral：1.0m+50mm苯保溫板+1.5+5mm 厚聚合物抗砂漿+1.0m（11.8m）100mm鍍鋅墻梁的鋼結(jié)構(gòu)體系墻體。Mainbuilding:fomlevel1.0mtothetopofstructurefloorboardisconcretewall+50mmthickpolystyreneinsulationboard+1.5mmthicklguleadhere alkali-plasticcoatedfibergl

31、assmeshthroughoutthewall+5mmthickrackmortar+lightgreyhighelasticexternalalltwice;abovelevel1.0mtothetopoft(11.8m),usestructureallf100mmthickclodokwolsandwichelalgalvanizedal地面o* 1劑地面（用于主廠房地面，燃燒性能為AGround/Floor1concretesealerground(formainworkshop,Fireisclass 內(nèi)隔墻和erioraleriorpartition240ernalpartitio

32、nuse240mmload-bearingconcreteblockl.Twofacingtreatmentsbyfunctionsareas*1 乳膠能B1（a.Twofacingtreatmentsbyfunctionsareas*1 乳膠能B1（aal（emiglossytype）(forallalsexceptmFieperformanceisclass*2瓷（用于衛(wèi)生間，燃燒性能Aeriorall2Ceramictileal(fortoiletroom,Fireperformanceisclass吊頂 * 棚 1 鋼筋混凝土水泥砂漿頂棚（用于衛(wèi)生間，燒性能A） Ceiling1Rei

33、nforced concrete cement ceiling (for toilet, Fire performance isclass* 2露結(jié)構(gòu)表面（用于公用站房區(qū)， 燃燒性能ACeiling2edsurface(forUTILITYBUILDING,FireperformanceisclassDoor&WPAGatesontheexterioralsarethermalinsulationrollingdoors,swingexteriorareinsulationsteelitedoors,doorsonthefieallareClassAfireproofsteeldoor.win

34、dowsusePAbridge-cut-offA-alloyame,hollowglasssshutterstheantiypealuminumalloy.門衛(wèi)室 層+2%。RoofingbustiblefireproofisolationlayeronthesurfaceofSBS.門衛(wèi)室 層+2%。RoofingbustiblefireproofisolationlayeronthesurfaceofSBSmoldingfoaminsulationboardlayer+reinforcedconcretepanel.Roofslope 外墻Exteriorl外墻采用 190mm 混凝土砌塊

35、+20mm 厚 1:3 水泥砂漿找平+100 厚巖棉保溫板厚抹面膠漿+淺灰色鋁塑板Exteriorwalluse190mmthickconcreteblockall+20mmthick1:3cementlgule+lightgreyaluminium- 地面* 1防滑通質(zhì)瓷磚地面（AGround/Floor1nonskidceramictileground/floor(Fireperformanceisclass* 2水泥砂漿地面（AGround/Floor2cementmortarground/floor(Fireperformanceisclass內(nèi)隔墻和eriorPartitioneri

36、orl190eriorpartitionuse190mmconcretehollowblocka內(nèi)*1乳膠（半光滑型（B1.eriorall1latexa.eriorall1latexall （semiglossytype）(Fireperformanceisclass*2水泥砂（燃燒性能Aeriorall1cementmortaral(Fireermanceisclass吊頂* 1混凝土板水泥砂漿頂棚（A門窗Door&WInsulateditesteelplateforexternalAllexteriorwindowsofhollowglasswiththermal-breakalmm1.

37、4建筑物一覽Building* 主廠房 MainInclude：ProductionwoksFiepumpom(undergroundfirepool)/Diesel generatorroom*.新建建筑物一覽NewBuildingBldgManufacturing Bldg12Production.新建建筑物一覽NewBuildingBldgManufacturing Bldg12ProductionensityGradeof 7（0.15g） Grade7（0.15g） GradeHygiene/選StructureFrameStructureFloorSingle-Single-Sto

38、rey9.0m BeamBottom9.0m,3.3m RoofSlabOccupationBLDG建筑結(jié)構(gòu)特征tueaitProfiledMetalPanel+Glass mSBSInsulationBoardRoofProfiledMetalPanelR.CRoofR.CRoofGlasslInsulationbeamfor.BldgManufacturing ColumnCast-in.BldgManufacturing ColumnCast-inCast-inExteriorlColoredRockoolSandwichanel Clding/ConcreteHollowBlock l

39、ConcreteHollow BlockallerioraLoad-bearingConcreteBlockl墻ConcreteHollow 地面混凝土密ConcreteCeramicTile Cement門SteelRollingDoor,SteelDoo,Fire 窗WThermal-breakAluminumFrame InsulatingHollowGlassAluminumFrame iReinforcedconcretecement外ExteriorallwallPlatenellallCeramicTile,erioraeriora.結(jié)構(gòu)和抗震設(shè)計(jì)Structural&Seism

40、ic設(shè)計(jì)依.結(jié)構(gòu)和抗震設(shè)計(jì)Structural&Seismic設(shè)計(jì)依據(jù) DesignBODandsprovidedbythebuildingsideand（待甲方提供Geo-technicalInvestigationReport （notyet10.1.3本工程設(shè)計(jì)遵循Codes,specificationsandcriteriausedin*建筑結(jié)構(gòu)可靠度設(shè)標(biāo)準(zhǔn)(GB50068-GeneralstandardforreliabilityofuigstructuresGB50068-*建筑結(jié)構(gòu)荷載規(guī)范(GB50009-Loadcodeforthedesignofbuildingstructu

41、resGB5009-*建筑工程抗震設(shè)防分類標(biāo)準(zhǔn)(GB50223-StandardforbuildingseismicfortificationcategoryGB50223-*建筑抗震設(shè)計(jì)規(guī)范(GB50011-CodeforseismicdesignofbuildingsGB50011-*混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50010-CodefordesignofconcretestructuresGB50010-*建筑礎(chǔ)設(shè)計(jì)規(guī)范(GB50007-CodefordesignofbuildingfoundationGB5007-*建筑地基處理技術(shù)規(guī)范(JGJ79-.Technicalcoderoundtr

42、eatmentofbuildingsJGJ79-*建筑樁基技術(shù).TechnicalcoderoundtreatmentofbuildingsJGJ79-*建筑樁基技術(shù)規(guī)范(JGJ94-TechnicalcodeforbuildingpilefoundationJGJ94-*砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50003-CodefordesignofmasonrystructuresGB5003-*鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50017-CodefordesignofsteelstructuresGB50017-*冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范(GB50018-Technicalcodeforcold-formedthi

43、n-willsteelstructuresGB50018-*門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范(CECS 102：2002(2012 Technicalspecificationforsteelstructureoflight-weightbuildingswith*建筑鋼結(jié)構(gòu)焊接技術(shù)規(guī)程(JGJ81-TechnicalspecificationforweldofsteelstructurebuildingsJGJ81-*預(yù)應(yīng)力混凝土管樁技術(shù)規(guī)程(DB29-110-*工程防水技術(shù)規(guī)范(GB50108-TechnicalcodeforroofingofundergroundworksGB50108-

44、*民工程建設(shè)標(biāo)準(zhǔn)強(qiáng)制性條文房屋建筑部分(2009 年版.compulsoryi2009省市市)的有關(guān)規(guī)范或規(guī)程.compulsoryi2009省市市)的有關(guān)規(guī)范或規(guī)程Unlessthecurrentnationalcodes,specificationsandcriteria,thedesignshallrequirementsofTianjinlocalcodesandspecificationsas10.2設(shè)計(jì)范圍Design括主廠房（消防水池和柴油發(fā)電機(jī)房TheprojectlnwillbeinTianjinAirportFreeTradeZone.Thisprojected of Ma

45、nufacturing ii (Include Die fuel Electrical Generator , RoomandPumpom),現(xiàn)場(chǎng)情況 Site工程地質(zhì)及水文地質(zhì) Geoechial&HydroGeologicalInformationofthe 工程地質(zhì)Geoechial水文地質(zhì) Hydrogeologicale 本場(chǎng)地土類型為軟弱土，建筑場(chǎng)地類別為IV 類。本場(chǎng)地屬于抗震不利地段Geo-technicalInvestigationReport notyetGeo-technicalInvestigationReport notyet. 本地區(qū)場(chǎng)地地基土標(biāo)準(zhǔn)凍結(jié)深度0.600

46、mThestandardfrozendepthofthesiteis. 本地區(qū)場(chǎng)地地基土標(biāo)準(zhǔn)凍結(jié)深度0.600mThestandardfrozendepthofthesiteis10.3.2 對(duì)冬季和雨季施工條件 ConstructionDuringerandRainy0.500mWhenthetemperatureisbelowtherequiredvalueincodes,ermeasuresshallbetakenandmeasuresalsoshallbetakentopreventfrostbitebysuddenemperature.Inrainyanizeddrainagesha

47、llbewhenconstructinginrain,andmeasuresalsoshallbetakentoprotecttheconcretebottomlevelbeforeconstructionoffoundationase設(shè)計(jì)要求 Designui對(duì)結(jié)構(gòu)設(shè)計(jì)的一般要求 GeneralequiementsonStructural條件下25（810Thestructuralsafetyclassisclasstwo.Thestructuraldesignisbasedonthe normalcondition).Thedesignofsubordinatestructuralmemb

48、ersisbasedonigvalidperiodof25years(suchaspurlin,tierods,roofpanelsandalletc.withtheainlimitof810抗震設(shè)防烈度為7度設(shè)計(jì)基0.15gThesitesoilbelongstosoftsoil,andthesitecategoryisclassIV.Thesite.Theseismicensitydegreeis7.Thedesignbasicseismicis.Theseismicensitydegreeis7.Thedesignbasicseismicis0.15g.AnditbelongstoGro

49、upIIforseismic 建筑抗震設(shè)防類別為丙類。混凝土框架的抗震等級(jí)為三級(jí)ThebuildingseismicfortificationcriterionbelongstoIII.AndtheseismicgradeframestructureisclassThedesignclassforfoundationisclass3,andclass3fordesignofpile 基礎(chǔ)混凝土環(huán)境類別為二類b，上部混凝土結(jié)構(gòu)環(huán)境類別為一類Theenvironmentofinfrastructureconcreteisclass2-b,anditbelongstoclassI結(jié)構(gòu)選型 Struc

50、ture主廠Main主廠房包括生產(chǎn)車間柴油發(fā)電機(jī)房和消防水池和消防水泵房等層三跨門式剛架輕型房屋鋼結(jié)構(gòu),22.5*+1m7.8m9.0uilebuildingRoomandPumpRoom).ManuactuigBuildingisasingle3-span portal frame steel structure building.Span 22.5*2+15m,column 10.5.2 門衛(wèi)Guardhouse:Cast-in-siteR.C.framestructurewithsinglestoreyis10.6 基礎(chǔ)選Foundation巖土工程勘尚未提供結(jié)合擬建建筑物的荷載情況及以

51、前了解的場(chǎng)地地IANBAOCONSTRUCTIONDEVELOPMENTFuardhouse,naturalsub-gradefoundationendedtobeadopted.AndIANBAOCONSTRUCTIONDEVELOPMENTFuardhouse,naturalsub-gradefoundationendedtobeadopted.AndWhentheundergroundfoundationpitisntheequiementsincodesorlocalcodesincurrent,effectiveeassshallbetakentoinsurestabilityoff

52、oundationpitandsaftyduring10.7結(jié)構(gòu)荷載（標(biāo)準(zhǔn)值）Load(Standard10.7.1 基本風(fēng)壓： W0=0.55kN/m2（50地面粗糙度類別 Bre: W0=0.55kNpersqm.（inoccurrenceof50years）,andBasicwindroughnesscategoryis10.7.2 基本雪壓S0=0.40kN/（100 年一遇Basicsnowre:S0=0.40kNpersqm. （inoccurrenceof10010.7.3屋面活荷載0.5Liveodon0.50kNper10.7.4 主廠房地面使用荷載為 20kN/(思塔高要求

53、) willbeadoptedforthefoundationofMainBuildingaccordanceformercondition.PilendpiletypeshallbedeterminedinaccordancewithGI.Thelocation.Thelocationandweightofequipmentsforsandutilitywillbeprovidedrelevant主廠房吊掛荷載 (置待施工圖，與工藝、公用專業(yè)配合定位)ainBuildingwillbedecidedotherltyindetaildesign工藝無(wú)特殊要求區(qū)域內(nèi)的使用荷載按照建筑結(jié)構(gòu)荷載規(guī)范

54、(GB5009-2012Loadforareawithoutrequirementofscanbevaluedaccordingtocodeforthedesignofbuildingstructures”(GB5009-10.8結(jié)構(gòu)主要材料選用 PrimaryMaterialsforthe鋼結(jié)構(gòu)主板材Q345B；型鋼 Q235B；焊條 E50XX,E43XX；高強(qiáng)螺栓 10.9 級(jí)，鋼門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程9.2.2 條執(zhí)行Steelstructural:Q345Bformainmembers.Q235BisadoptedforsectionalE50XXandE43XXforwel

55、dbar,Class10.9forhighstrengthbolts.Thepa ingofandapproval.Rustcleaninggradeforthesteelshallmeetclause9.9.2.In2002echialspecificationforsteelstructureoflightweightbuildingwithC30 防水密實(shí)混凝土，抗?jié)B標(biāo)號(hào)P6C30；上部結(jié)構(gòu)混凝土采用 C30C15.,C30watertightsolidconcreteis.,C30watertightsolidconcreteisandthewatertightgradeisP6.Fo

56、rotherconcretemembers,C30concreteisForthesuperstructure,C30concreteisadopted.CushionconcreteisC15with10.8.3鋼筋種類： HRB335y0-HRB400 fy=300N/m2 .-HRB400fy=360Nper.Theofallmaterialsshallmeet10.8.4 填充墻：除特殊要求處，墻體采用加氣混凝土土砌塊。其強(qiáng)度等級(jí)不應(yīng)低MU7.5，砌體砂漿等級(jí)不應(yīng)低于Mb5Forfilledal,ulssspeciidarea,aeroCreteblockpartitionalisad

57、opted.strengthforblocksshallbenonMU7.5andformortarnon10.8.5 材料選擇還應(yīng)滿足規(guī)范中相關(guān)要求Materialshallmeetrelevantrequirementsincodeas抗震設(shè)計(jì)Seismic抗震設(shè)計(jì)SeismicDesign 嚴(yán)格按建筑抗震設(shè)計(jì)規(guī)范GB50011-2010 及國(guó)家現(xiàn)行的有關(guān)強(qiáng)制標(biāo)準(zhǔn)的seismicdesignofbuildings”andothercurrentnational 抗震設(shè)防有關(guān)參數(shù)：RelevantDataonSeismic.水平影響系數(shù)最大值 0.12；罕水平影響系數(shù)最大值 0.72Thef

58、requent.水平影響系數(shù)最大值 0.12；罕水平影響系數(shù)最大值 0.72Thefrequenthorizontalseismiceffectfactoris0.12,andtherarehorioaleffectfactoris 建筑抗震設(shè)防類別為丙類Theigseismicfortificationcriteinbelongstoclass抗震概念設(shè)計(jì)Conceptdesignon抗震設(shè)計(jì)準(zhǔn)則：抗震設(shè)防要實(shí)現(xiàn)小震不壞，中震可修, 大震不倒的三水準(zhǔn)目標(biāo)Guidelineofdesign:notbedamagedduringsmallearthquake,canbeduringmediume

59、arthquakeandnotcollapseduringlarge 抗震結(jié)構(gòu)平面較規(guī)則、具有較好整體性的結(jié)構(gòu)單元；建筑立面及豎向剖面較Forlayoutofstructureplanandelevationreferstoarchitecturaldrawings.Layoutstructure,suchastheheight,length,width,storeyheightandstoreynumbe,meetwiththeequiementsincodeforbuilding 結(jié)構(gòu)方案選擇依據(jù)根據(jù)工藝要求及滿足建筑功能要求并滿足有關(guān)規(guī)范要求Thechoosingofstructural

60、schemeisbasedonequiementsofsarchitecture,andrequirementsonrelevantcodesas10.9.3 構(gòu)造措施均按建筑抗震設(shè)計(jì)規(guī)范GB50011-2010 有關(guān)章節(jié)、條款的規(guī)定執(zhí)行Detailmeasuresshallbeexecutionperrelevantsectionandclauseof50011-01CodeforseismicdesignofBasicseismic Designseismic 7 GroupIV.10.9.4 材料等級(jí)符合規(guī)范要Theofmaeralmustmeettherequirements.10.9