单层工业厂房结构设计(毕业论文)

毕业设计（论文）单层双跨工业厂房结构设计SINGLEPAIROFINTERINDUSTRIALBUILDINGDESIGN学生姓名学号班级08土木升专业土木工程学部城市建设学部指导教师2010年5月【摘要】单层厂房指层数仅为一层的工业厂房，适用于生产工艺流程以水平运输为主，有大型起重运输设备及较大动荷载的厂房，如机械制造工业、冶金工业和其他工业等。单层厂房的骨架结构，由支撑各种竖向的与水平的荷载作用的构件所组成。厂房依靠各种结构构件合理连接为一整体，组成一个完整的结构空间以保证厂房的坚固、耐久。我国广泛采用钢筋混凝土排架结构和钢架结构，通常由横向排架、纵向联系构件、支撑系统构件和围护结构等几部分组成。单层砖柱厂房具有选价低廉、构造简单、施工方便等优点，在中小型工业厂G13949中G5483G2052广泛G5224用，G1306单层厂房的G12483G3693G11G4677G3693G12G2475G20130G19766G12227较大，G1881部空间G16213G8726、厂房G4639G20042G19766G12227、荷载等G3355较大，构造G3809G7446，如G1321G17839G15904有G6940的荷载G6940G5224组合、选G2474G7380G993G2045G1881G2159组合，作为柱及G3534G11796的设G16757依G6466，G4570G7171G7424G7003G16213重点G16311G1927的G19394G20076。关键词G726G1881G2159组合G727G1571G5527G2475G2399G727钢筋G727混凝土【ABSTRACT】SINGLEPLANTMEANSTHELAYERISONLYALAYEROFINDUSTRIALPLANT,APPLIEDTOTHEPRODUCTIONPROCESSTOTHELEVELOFTRANSPORTBASED,LARGEMATERIALHANDLINGEQUIPMENTANDLARGEDYNAMICLOADPLANTS,SUCHASMACHINERYMANUFACTURINGINDUSTRY,METALLURGICALINDUSTRYANDOTHERINDUSTRIESSINGLEPLANTOFTHESKELETONSTRUCTURE,THESUPPORTOFVARIOUSVERTICALANDHORIZONTALLOADSCONSISTINGOFCOMPONENTSPLANTSRELYONAVARIETYOFSTRUCTURALCOMPONENTSASAWHOLEAREASONABLECONNECTIONTOFORMACOMPLETESTRUCTUREOFSPACETOENSURETHEPLANTSSTRONG,DURABLECHINASEXTENSIVEUSEOFREINFORCEDCONCRETEANDSTEELSTRUCTURE,BENTSTRUCTURE,USUALLYBENTFROMTHEHORIZONTAL,VERTICALLINKAGESCOMPONENT,SUPPORTSYSTEMSANDBUILDINGENVELOPECOMPONENTSSUCHASAFEWPARTSSINGLEBRICKCOLUMNWITHTHESELECTEDPLANTSARECHEAP,SIMPLESTRUCTURE,CONVENIENTFORCONSTRUCTION,THESHOULDERINTHESMALLANDMEDIUMINDUSTRIALPLANTSHASBEENWIDELYUSED,BUTTHESINGLEPLANTOFTHESIDEWALLGABLELARGERBYTHEWIND,INTERNALSPACEREQUIREMENTS,PLANTROOFAREA,LOADLARGEANDCOMPLEXSTRUCTURES,HOWTOEFFECTIVELYLOADEFFECTCOMBINATION,SELECTTHEMOSTUNFAVORABLECOMBINATIONOFINTERNALFORCES,ASTHEPILLARANDFOUNDATIONOFTHEDESIGNBASIS,WILLBETHEFOCUSOFTHISPAPERTOSOLVETHEPROBLEMKEYWORDSA2COMBINATIONOFINTERNALFORCESCONCRETEECCENTRICCOMPRESSIONREINFORCED目录G2081G16340G20G20G17设G16757G7477件与G17176G7021G21G20G17G20G5326G12581G10301G3534G7424G7477件G21G20G17G21设G16757G17176G7021G21G20G17G22设G16757G16213G8726G22G21G17G11842G4462柱的G6142G19766G4622G4556G22G22G17荷载G16757G12651G23G23G17排架的G1881G2159分G7524G26G24G17排架的G1881G2159组合G20G25G25G17柱的G6142G19766设G16757G20G25G26G17柱的G2526G16025G20576G12651G21G19G27G17G3534G11796的设G16757G21G21G28G17G13484制施工G3282G21G27G2454G13783G7003G10498G22G22G14280G16886G22G231前言单层厂房的结构G10317点大G14280G2499分为G11744体结构、混凝土结构和钢结构。一G14336G5785G1929G991，G7092G2526G17722G6122G2526G17722G2556G1313G993G17241G17819G24G87，其G17340G5242在G20G24G80以G1881，柱G20042G7643G20652在G27G80以G991，G7092G10317G8542工艺G16213G8726的小型厂房，G2499采用由砖柱、钢筋混凝土G4639架G6122G7420G4639架G6122G17743钢G4639架组成的G11744体结构G727G5415G2526G17722G2556G1313在G21G24G19G87以G990G6122G17340G5242大于G22G25G80的大型厂房，G6122有G10317G8542工艺G16213G8726的厂房G708如设有G20G19G87以G990G19215G19192的G17722间以及G20652G9213G17722间的G10317G8542部G1313等G709，一G14336采用钢G4639架、钢筋混凝土柱G6122G13785G7171G1852钢结构，其他大部分厂房G3355G2499采用混凝土结构。单层厂房结构一G14336由G4639G11434结构、排架结构、支撑系统、G2526G17722G7765、围护结构和G3534G11796等组成。G4439G8616较G4493G7143组G13467生产工艺流程和G17722间G1881部运输，G3332G19766G990G14033G3827G6930置较重的机器设备和产品，所以其在工业G5326G12581设G16757中G5483G2052广泛的G5224用。近年来，单层厂房的设G16757越来越重视设备节G14033,充分G2045用自然通G20130,G2045用自然采光,发展节G14033省G3332型工业厂房G727运用生态学中的共生与再生原则，结合自然，保护环境，防止污染，发展具有良好生态循环系统的现代工业厂房G727G2045用G20652科技材G7021，发展更具灵活性、通用性和多样化的工业厂房。由于水平所限，时间仓促，G7003中一G4462存在缺点和G993足，甚至错误，恳请老师批评指正。2010A1A0A3A4A5A6A7A8A921设计条件与资料11建筑物基本条件某金工G17722间为两G17340等G20652厂房，G17340G5242G3355为G21G23G80，柱距G3355为G25G80，G17722间总长G5242G25G25G80。每G17340设有G21G19/G24G87G2526G17722各两台，G2526G17722工作级别为中制，轨G20042G7643G20652为G28G17G25G80，G3534G11796G20042G19766G7643G20652为G19G17G27G80，厂房G7092天窗，G5326G12581剖G19766简G3282如G3282G20所示。A10A11A12A13A14A15A16A17A1012设计资料G708G20G709荷载G4639G19766G3355布活荷载G7643准值为G19G17G26KN/G802。G708G21G709材G7021柱混凝土CG22G19纵筋HRBG22G22G24级箍筋采用HPBG21G22G24级。G3534G11796混凝土CG22G19钢筋HPBG21G22G24级。型钢及预埋件铁板用HRBG22G22G24、HPBG21G22G24级钢筋。G708G22G709G5326G12581构造G4639G19766卷材防水G4639G19766,其做法如G991两毡三油防水层G990铺小石子G19G17G22G24KN/G802。G21G19G80G80厚水泥砂浆找平层G21G19G19G17G19G21G19G17G23KN/G802。G20G19G19G80G80厚水泥珍珠岩制品保G9213层G24G19G17G20G19G17G24KN/G802。一毡两油隔气层G19G17G19G24KN/G802。G21G19G80G80厚水泥砂浆找平层G21G19G19G17G19G21G19G17G23KN/G802。预G5224G2159混凝土大型G4639G19766板G11包括灌缝G12荷载G7643准值G20G17G23KN/G802。G4639G11434钢支撑荷载G7643准值为G19G17G19G24KN/G802,G4639架自重G7643准值G20G19G25KN/榀,坡G5242G20G25。G3693体用G21G23G19G80G80厚双G19766清水G13512护砖G3693钢窗G4497G5242G22G17G25G80,纵G3693G990窗G8946G20652G21G23G19G19G80G80。G314G3332G19766G4472G1881G13044混凝土G3332G19766,G4472G1881G3818G20652G5058G20G24G19G80G80。2010A1A0A3A4A5A6A7A8A93G708G23G709G2526G17722T5/20QG7737G5347G2526G17722,G17731G19069,中级工作制。G2526G17722G7765G1820G5364法预G5224G2159混凝土G2526G17722G7765,G7765G20652G20G17G21G80,自重个KN244。G2526G17722轨G17959联结轨G17959及连接件自重G20KN/G802。G2526G17722荷载G7380大G17730G2399PKMAXG21G20G24KN。G7380小G17730G2399PKMING23G24KN。小G17722总重G74G26G24KN。大G17722G4497BG24G24G24G19G80G80。G17730距KG23G23G19G19G80G80。G708G24G709工程G3332G17148及水G7003G7477件G16825G3342G3332G3332G19766G12907G12973G5242为BG12879，G3332G5430平整,G7092G9381坡,G7092G9094化土层等G993良G3332G17148现G16949。G3332层自G990G13792G991为G3647土层厚G5242G13434为G19G17G24G80。砂G17148G12908土厚G5242G13434为G21G17G19G80,G62G73G64G21G19G19KN/G802。G2377石中G4506,厚G5242G13434为G24G794G26G80,G62G73G64G25G19G19KN/G802。G3534岩G15932层中G5242G20130化。G3332G991水G1313在G3332G19766G26G80以G991,设G16757时G993G13783G15397G3332G991水的G5445G2721，G1075G993G13783G15397G6251G19675设防。G708G25G709气G16949G17176G7021G3534G7424G20130G2399为G19G17G22G24KN/G802,G3534G7424G19646G2399为G19G17G21KN/G802。13设计要求G708G20G709G11842G4462柱G6142G19766G4622G4556G727G708G21G709荷载G16757G12651G727G708G22G709分G7524排架G1881G2159G727G708G23G709柱、G10287G14163G18209筋G16757G12651G727G708G24G709G13546制荷载、G1881G2159G16757G12651G16840G7138G1082G727G708G25G709G7693G6466G16757G12651结G7536G13484制排架柱结构施工G3282G727G708G26G709柱G991G3534G11796的设G16757及其G18209筋G727G708G27G709G13484制柱G991G3534G11796施工G3282G7272确定柱的截面尺寸G52G708G20G24G97G21G19G709G87,中级工作制，KHA18A19A20A21A22A23A20A24A18A25A23A20A26A27A28G990柱G11709G5430G24G19G19G80G80G24G19G19G80G80G19766G12227251052MMAUG5827性G117094931025500500121MMIU105H0950950839001212KHMHMM下柱高，取193095095044,5002020HBMBMM宽取G991柱工G4395型150150900500BHHBFF2510487242175150175900150MMAL2010A29A30A31A32A33A34A35A36A374410233104823252255025350212550350121900500121MMIL柱G6142G19766G4622G4556G16277G3282G21。排架G16757G12651简G3282G16277G3282G22。A38A39A40A39A41A42A43A44A45A46A47A48A49A50A51A52A53A54A55A56A57A58A59A60A61A58A62A63A64A65A66A67A68A69A70A71A72A673荷载计算G321G5670载G4639G11434自重两毡三油防水层G990铺小石子G19G17G22G24G708KN/G802G709G21G19G80G80厚水泥砂浆找平层G21G19G19G17G19G21G19G17G23G708KN/G802G709G20G19G19G80G80厚水泥珍珠岩制品保G9213层G24G19G17G20G19G17G24G708KN/G802G7092010A73A74A75A76A77A78A79A80A815一毡两油隔气层G19G17G19G24G708KN/G802G709G21G19G80G80厚水泥砂浆找平层G21G19G19G17G19G21G19G17G23G708KN/G802G709预G5224G2159大型G4639G19766板G20G17G23G708KN/G802G709合G16757G22G17G20G708KN/G802G709G4639架自重G20G19G25G708KN/榀G709则作用于G4639G20042的G4639G11434结构自重为111110612312463314422ABCGGGKN2221225390252925ABCGGGKN柱自重上柱33312259302467ABCGGGKN下柱G990G5347中的系数G20G17G19G24为G13783G15397柱G10287G14163G3800及柱G7693部G11709G5430部分的重G18339。G2526G17722G7765、轨G17959及轨G17959联结件自重44412442166024ABCGGGKN各柱G5670载的作用G1313置G16277G3282G23。G322G4639G19766活荷载G4639G19766G3355布活荷载G7643准值为G19G17G26KN/G802。G19646荷载220/50/2802041MKNMKNSSRRA160A161A162A163A164A165A166103050824810089210315823312487103158ULHIIAII下柱，查表得。50909114324871030021520UCCSNFAFA40216KNNA167A168A167A169A170A171A172A173A168所以A、B柱G5191面G3818受压G6227载力G9397G17287G16213G8726。A、B柱截面配筋图G712见图2G28和图30。G325G10287G14163的G16786G16757A柱根据G10287G14163的G7512G17908G16213G8726,G2033G8505G11842G4462G10287G14163的G4622G4556,G3926图22所G12046。2010A174A175A176A177A178A179A180A181A18218表6A、B柱纵向受力钢筋的计算表A183A184A185A186A187A188A183A189A183A190A191A190A192A191A192A190A191A190A192A191A192A193A194A195A196A197A198A199A200A201A201A202A203A204A205A202A204A206A207A205A208A209A208A206A205A210A197A194A196A197A207A203A210A205A211A206A201A211A205A208A210A210A209A205A208A204A207A208A203/0MMNMEA209A201A211A204A203A209A201A209A204A211A209A204A209AEA195A21230HA213A209A203A214A215A216A217A200A195A199A199A200A209A203A207A203A209A203A207A2030MMEEEAIA207A203A211A204A203A202A201A209A207A211A209A206A209UHL020A195A218A183A200LHL010A195A219A183A200A211A205A201A208A205A209A211A205A201A208A205A209HL0A204A202A205A210A220A202A220A204A202A204A203A205A209A220A202A221A204A202A204A202A205A210A220A202A220A204A202A204A203A205A209A220A202A221A204A20201501NAFCA202A205A201A207A220A204A205A203A212A204A205A203A207A205A210A206A220A204A205A203A212A204A205A203A209A205A211A220A204A205A203A212A204A205A203A204A205A209A201A220A204A205A203A212A204A205A2030101015102HLA203A205A208A208A204A205A203A202A203A205A208A208A204A205A203A20221200140011HLHEIA209A205A202A204A205A209A207A209A205A211A204A205A207A2022MMAHEESIA208A211A211A205A202A204A211A204A204A205A207A201A202A203A211A207A210A205A2111MMBFNFCA206A209A205A201A221SA2A212A201A203A210A201A205A209A221SA2A221FHA212A201A203A208A209A205A211A204A208A206A205A206A220SA2A220FH2MMAASSA204A207A202A211A207A200A204A211A210A201A207A200A209A209A210A209A207A200A203A209A200A222A223A224A225A194A195A199A199A226A199A199A200A206A227A209A209A195A204A202A209A203A200A202A227A209A209A195A204A208A203A203A200A206A227A209A201A195A209A206A210A207A200A206A227A209A209A195A204A202A209A203A200A223A225A228A194A22920A230A203A205A210A204A203A205A211A210A203A205A208A208A203A205A210A20460A231A232A233A234A235A235A233A234A236A237A233A234A238A239A233A234A235A235A240A241A242A243FFCHMMBFN91901A244A245428611MMBFHBBFNCFFCA246A247A243220SYCISSAHFBFNHENAAA248A24320SYSISSAHFAHENAA2010A249A250A251A252A253A254A255A7A919A11A243A12A0A1A2A241BHASA3A244BHAASSA4A5A16A243A17A0A1A2A2412FFSHBBBHAA6A2442FFSSHBBBHAAA8A10A13A13A14A15A18A19A20A21A22A23A24A25A26A27A28牛腿截面尺寸的验算KNDGFAV6464245822460MAX4KNDGFAVK2466414582212604121MAX4KNTFH618MAXKNTFHK3134161841MAX001332015008601050651059787846620505HKTKVKFFBHKNAFHA29A30A31A32A330050501HABHFFFFTKVKHKVK故箍筋的设置满足构造要求。牛腿的0HA0HE,G19668G17839G15904裂缝宽度的验算,G16277G159327。7柱的吊装验算G36G451B柱的截面尺寸G11468同,B柱的荷载G3324牛腿G3800G12257大G1135,因G8504只G19668G4557B柱G17839G15904吊G16025G7114的验算。G321柱吊G16025G7114的G6227载G2159验算混凝土G17810G2052设计G5390度的100G8G7114G7053可吊G16025。2010A76A77A78A79A80A81A82A83A8421表7A柱裂缝宽度的验算G20045G11458截面G44G16G44G708G990柱G709G267G16G267G708G991柱G709/MKNMK6773858KNNK/235G283753/0MMNMEKK2871028HL0156G331G23102MAHAFMSSYUA167A168G5347G1025G290G252G13479构G18337要G5627G13007G6980,取为0G28A169A170A171A172MAASSM3744086015203000KNAHAFMSSYUM76617490M81145127903020KNMKNM所G1209柱吊G16025的G6227载G2159满足要求。8基础的设计混凝土G18331用G3830G302/314MMNFC,2/431MMNFT,垫G4630G18331用G3810G13044混凝土,G2414100G36柱G3534G11796的标G20652G16277图25。G36柱G292010A174A175A176A177A178A179A180A181A18223由G3534G11796梁G1268G14279G3534G11796顶面的荷载计算G29G3534G11796梁G69G75250MM500MM,围G6264G3693为2G230MMG2414G9177水G11754G3693A183A184A185A186A187A188A189A190A191A192A193A194A195A196A197A194G3693G990G5332有G990G991G1016G4630钢G12395,G990G12395G29宽G20652为36M2G23MG727G991G12395G726宽G20652为36MG238MG727钢G12395G18337取为0G2352/MKNG30G9177水G11754G3693为1802G23G23322/MKNG3693G18337G29G62G11152G14015G126G16G708G238G142G23G70936G64G2332285G28G46G49钢G12395G18337G29G708G238G142G23G709G2320G235136G46G49G3534G11796梁G14270G18337G2902505625188G46G49合计KNNWK4316KNNW7379431621G36柱G3534G11796顶面最不G2045G1881G2159G11设计G1552G12G29KNVKNNMKNM5628948752501KNVKNNMKNM5111661147KNVKNNMKNM110761868B柱G3534G11796顶面最不G2045G1881G2159G11设计G1552G12G29KNVKNNMKNM765139029462KNVKNNMKNM5851456428742KNVKNNMKNM10681931399G3534G11796的受G2159图G16277图26。G321G3332G3534G6227载G2159的验算G36柱G3534G11796G5225面积的G11842G4462由G7491G2487G3534G11796的构造要求可G2033G8505G11842G4462G3534G11796的尺寸及G3487置G9157度G71,G16277图27。G7111G14081G28M2010A198A199A200A201A202A203A204A205A2062417912020043163110762MDFNNAMAWKKA207A208A209A210A211A212A213A214A215A210A211A216A217A210A211A218A219A220A221A222A223A224A225A226A227A225A225A228A229A230A231A228A232A233A234A235A236A229A230A237A233A234A238A239A240A229A241A229A242A238A243A244A245A246A247A248A249A250A250A251A251EA252A253A254A255A254A2A4A253A2A254A1A5G4570G3534G11796G5225面积G6205大1G23G1505,1G23G361G2371G28G282M28281224MLBA0A3A6A7A8A9A10A11A12A13A14M174624126161322LBWB柱G3534G11796G5225面积的G11842G4462由G7491G2487G3534G11796的构造要求可G2033G8505G11842G4462G3534G11796的尺寸及G3487置G9157度G71,G16277图27。G7111G14081G28M2M858912020043163141453DFNNAMAWKKA15A16A17A18A19A20A21A22A23A18A19A24A25A18A19A26A27A28A29A30A31G4570G3534G11796G5225面积G6205大1G23G1505,1G23G361G2388512G232M215127254MLBA32A33A34A35A36A37A38A39A40A41A423221954726161MLBWG3332G3534G6227载G2159的验算WMANPDKDKKMAXG30WMANPDKDKKMING3534G11796G14270G18337G2656G3534G11796G990土G18337的标准G1552为）（NDAGMKK746172549120/24000221212MKNFAG36柱G2656B柱G3534G11796G5225面压G2159标准G1552G2010G2047G16277G159328G2656G15932G28。2010A43A44A45A46A47A48A49A50A5125表8A柱基础底面压力标准值A52A53A54A55A56A57A58/MKNMKA59A60A61A62A60A63A64A64A59A62A64A65A62A60KNNK/A59A66A61A62A59A61A67A60A62A61A60A68A66A62A66KNVK/A68A68A63A60A62A60A63A66A62A60KNNGNNWKKKDKA64A67A68A65A62A69A64A64A65A67A62A64A64A70A66A69A62A59MKNHVENMMKWWKKDKA68A68A60A62A64A63A59A67A70A62A66A63A64A60A59A62A66/2MAXMKNPKA64A61A59A62A70A64A60A67A62A69A64A69A66A62A61/2MINMKNPKA66A69A62A61A60A68A62A68A64A59A60/22MINMAXMKNPPPKKKA64A64A65A62A61A64A59A64A62A65A64A65A66A62A60A71A72A73A74A75A76A77A78A79A80A81A82A83A84A85A82A86A73A87A88A77A89A90A91A92A74A75A76A93A83A94A95A96A97A73A87A73A98A91表9B柱基础底面压力标准值A52A53A54A55A56A57A58/MKNMKA68A68A65A68A68A64A64A67A60KNNK/A64A67A65A69A64A64A68A67A65A59A67KNVK/A63A70A62A70A59A63A70A62A59A60A62A68KNNGNNWKKKDKA64A60A70A66A64A60A69A60A64A70A67A60MKNHVENMMKWWKKDKA59A69A59A70A62A59A63A65A61/2MAXMKNPKA64A61A65A64A65A67A64A68A59/2MINMKNPKA64A70A60A64A61A68A64A67A69/22MINMAXMKNPPPKKKA64A61A68A64A61A65A64A64A65A99A100A101A102A103A104A105A106A107A108A109A110A111A112A113A110A114A101A115A116A105A117A118A119A120A102A103A104A121A111A122A123A124A125A126A127A126A128A129从表8和表9可看出2100MM,取BA2100MMMM16752210012502BTMAAA81661231502252MAXKNAPFLJL6110666016754310170700KNHAFMTHP070HAFFMTHPLB柱TA50023751250MMBA125026602570MM2700MM,取BA2570MMMM19102257012502BTMAAANAPFLJLK3265727650166MAXNHAFMTHPK126266019104310170700070HAFFMTHPL基础的高度满足受冲切承载力要求。A柱基础底板的配筋计算取组的最不利基底净反力计算配筋,见图28。沿基础长边方向,柱边截面处的弯矩为KM43135012290632818622522412224122MAXMBLHBPPMCCJFMM156921010609010431390260YSFHMA变阶处截面处的弯矩为MKNM41972511226516322052252241226015822106609010419790MMFHMAYS2010A159A160A161A162A163A164A165A166A16727A168A169A170A171A172A173A174A175A176A177A1782121812250MMAS沿基础G11713边方向,柱G266G266截面处的弯矩为MKN6142906325012297722522412224122MINMAXCCJFHBBLPPMC260MM871121010609010614290YSFHMACCMMKN4465163225112297722522412A179C260MM735221066090104490YSFHMACCA180A181A182A183A184A185A186A187A188A189A190265910250MMASB柱基础底板的配筋计算取组的最不利基底净反力计算配筋,见图28。沿基础长边方向,柱边截面处的弯矩为MNBLHBPPMCCJFK423505722905421121662412224122MAX26021112101060901042390MMFHMAYS变阶处截面处的弯矩为MK133251257216545232311662412NM2509210660901031390260MMFHMAYSA191A192A193A194A195A1962S2543A20012MM沿基础短边方向,柱截面处的弯矩为222412MINMAXCCJFHBBLPPMCMKN174905425057223116624122608692101060901017490MMFHMAYSCCMKNM766515422515722311662412C26060921066090107690MMFHMAYSCC2SMM1413A20010A197A198A199A200A201A202A203A204A205A206A2072010A208A209A210A211A212A213A214A215A21628A217A218A219A219A220A221A220A222A220A220A223A221A224A225A226A222A225A227A227A222A228A229A229A229A229A229A229A230A230A230A229A229A230A229A229A229A229A231A232A233A234A235A236A237A238A239A240A241A242A243A244A245A246A247A248A249A250A251A252A253A254A255A27A252A28A254A29A27A229A229A230A229A229A230A230A230A229A229A229A229A229A229A10A224A224A224A220A224A220A10A222A10A224A226A226A5A0A219A219A229A2299绘制施工图A、B柱配筋图见图29和图30。厂房基础平面布置见图31。A、B柱的基础配筋图见图32。2010A1A2A3A4A6A7A8A9A11296003503505003009003002008005001700170071005001600000840012300A12A13A14A15A16A17A18A19A20A21A22A23A24A25A26A16A30A20A31A32A33A34A22A35A36A35A16A37A38A20A39A40A41A22A25A42A43A37A38A20A44A45A41A22A25A46A47A36A36A48A16A37A38A20A44A45A41A22A25A35A49A49A16A50A51A52A53A541122331142210200422225225224121020084002525335225228400412101001010010200101001020010100A55A56A57A58A59图29A柱的配筋图2010A1A2A3A4A6A7A8A9A1130A60A61A62A63A64A65A66A67A68A69A70A71A72A73A74A64A75A68A76A77A78A79A70A80A81A80A64A82A83A68A84A85A86A70A73A87A88A82A83A68A89A90A86A70A73A91A92A81A81A93A64A82A83A68A89A90A86A70A73A80A94A94A64A95A96A97A98A99A100A64A101A102A103A104A82A83A105A106A107A108A109A105A101A102A110A111A68A112A113A68A63A114A80A115A116A117A118A119图30柱的配筋图2010A1A2A3A4A6A7A8A9A1131A120A121A122A123A124A125A126A127A128A129A120A130A131A132A133A134A135A136A137A138A139A140A141A142A143A135A131A144A145A146A147A148A149A150A151A144A145A146A147A152A153A154A155A156A150A149A144A157A158A159