土木工程 毕业设计 土木工程学院教学楼设计(带计算书)

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11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A25A37A118A119A8A17A90A120A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A25A31A121A122A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A11A123A124A125A126A127A128A129A130A127A128A129A130A131A1A1A1A1A2A0A0A3A0A4A5A63摘要根据教学楼设计规范和其它相关标准，以及设计要求和提供的地质资料，设计该框架结构教学楼。按照先建筑后结构，先整体布局后局部节点设计步骤设计。主要内容包括设计资料、建筑设计总说明、建筑的平面、立面、剖面图设计说明，以及其它部分的设计说明；结构平面布置及计算简图确定、荷载计算、内力计算、内力组合、主梁截面设计和配筋计算、框架柱截面设计和配筋计算、次梁截面设计配筋计算、楼板和屋面设计、楼梯设计，基础设计等。其中附有风荷载作用下的框架弯矩、剪力和轴力图；纵向和横向地震荷载作用下的框架弯矩、剪力和轴力图；恒荷载和活荷载作用下的框架弯矩、剪力和轴力图以及梁柱的内力组合表。关键词框架、重力荷载代表值；现浇钢筋混凝土结构；内力组合；弯矩调幅。A132A132A132A132A133A134A134A135A134A136A137A1384ABSTRACTACCORDINGA139TOBUILDINGDESIGNSPECIFICATIONSANDOTHERRELEVANTSTANDARDSANDDESIGNREQUIREMENTSANDPROVIDEGEOLOGICALDATA,THEDESIGNOFTHEFRAMEWORKOFTHECLASSROOMBUILDINGAFTERTHEFIRSTBUILDINGINACCORDANCEWITHTHESTRUCTUREANDLAYOUTOFTHEOVERALLAFTERTHEFIRSTLOCALNODEDESIGNSTEPSDESIGNMAINCONTENTSINCLUDEDESIGN,ARCHITECTURALDESIGNOFTHETOTALSHOWSTHATTHECONSTRUCTIONOFTHEPLANE,FACADE,PROFILEDESIGNSPECIFICATIONS,ANDOTHERPARTSOFTHEDESIGNSTRUCTURALLAYOUTANDSCHEMATICCALCULATIONOFIDENTIFICATION,LOAD,STRESS,THECOMBINATIONOFINTERNALFORCES,MAINBEAMREINFORCEMENTDESIGNANDCALCULATION,FRAMESECTIONDESIGNANDREINFORCEMENT,MEETINGBEAMREINFORCEMENTDESIGN,FLOORANDROOFDESIGN,STAIRDESIGN,INFRASTRUCTUREDESIGNENCLOSINGWINDLOADUNDERTHEFRAMEWORKMOMENT,SHEARANDAXIALBIDVERTICALANDHORIZONTALSEISMICLOADSUNDERTHEFRAMEWORKOFTHEMOMENT,SHEARANDAXIALBIDCONSTANTLOADANDLIVELOADUNDERTHEFRAMEWORKMOMENT,SHEARANDAXIALTRYINGTOINTERNALFORCESANDTHECOMBINATIONOFBEAMCOLUMNTABLEKEYWORDSFRAME,GRAVITYLOADCHARECTERVALUE,CASTINPLACEREINFORCEDCONCRETESTRUCTURE,INTERNALFORCEMAKEUP,CURVEDSQUAREAMPLITUDEMODULATIONA140A140A140A140A141A142A142A143A142A144A145A1465绪论毕业设计是大学本科教育培养目标G4466现的重要G19466G8585，是毕业G2081的G13520合学G1076G19466G8585,是G9157G2282、G6311G4497、G13520合教和学的重要G17819G12255,是G4557大学G7411G19400G6164学G999业G11705G16794的G1852面总结。本组毕业设计G20076目G1038G18085G5042大学土G7420G5049G12255学G19510教学楼。G3324毕设G2081G7411，G6117G9213G1076G1114G457结构力学G458、G457钢筋混凝土设计G458、G457建筑结构G6251震设计G458等G1082G12833，G5194G1523G19417G1114G457G6251震规范G458、G457混凝土规范G458、G457荷载规范G458等规范。G3324毕设中G7411，G6117G1216G17902G17819G6164学的基本G10714G16782、G999业G11705G16794和基本G6228G14033G17839G15904建筑、结构设计。G3324毕设后G7411，主要G17839G15904设计G6175G12307的G11017G14053G17767G1849，G5194G5483G2052G13781G5084的G4469G6221和G6363G8503，G1363G6117G3290G9397的G4448G6116G1114G1231G2165，G3324G8504表G12046G15947G5527的G5875G16886。毕业设计的G989G1022G7388G18336，G3324G6363G4560G13781G5084的G5122G2173下，G13475G17819资料G7609G19417、设计计算、G16782G7003G6788G1901以及G3818G7003的G13775G16805，G2164G9157G1114G4557G7044规范、规G12255、G6175G1888等相关内容的G10714G16311。G5053G3278G1114G999业G11705G16794、提G20652G1114G13520合分G7524、G16311G1927G19394G20076的G14033力。G3324G17839G15904内力组合的计算G7114，G17839G980步G1114G16311G1114EXCEL。G3324G13484图G7114G10099G13463G6496G6581G1114AUTOCAD、G3837G8503、G6518G13046G13785等G13484图G17731G1226，以G990G6164有G17837G1135G1186G993G2528G7053面G17810G2052G1114毕业设计的目的G994要求。框架结构设计的计算G5049作G18339G5468大，G3324计算G17819G12255中以G6175算G1038主，G17753以G980G1135计算G17731G1226的G7669G8503。G11013G1122自己水平有限，难免有G993妥和疏忽之处，敬请各位G13781G5084G6221评G6363G8503。A147A147A147A147A148A149A149A150A149A151A152A15361建筑设计理念及设计依据11设计理念教学楼是G1038人G1216学G1076提供最G1038良好环境的建筑。纵观教学建筑的发展历史，无G993体现着人类G7003G2282、G7003明的历史G17839G12255和G7114代特征。教学楼建筑设计G2528设计其他类型建筑G980样有许多共G2528点，也有许多G993G2528的特点和要求。随着G7114代的发展，办公楼的内容和形式都G3324G993断发生变G2282。因G8504，G6117G4557教学楼的设计G17819G12255和设计G7053法G17839G15904G1114详细研究，G13475G17819G980番思考，G6117认G1038本设计应该具有以下特点（1）弹性。G1186设计、结构G2052服G2165功G14033都应做G2052开放性，以适应G7114空的变G2282。（2）紧凑性。教室以及其它G17753G2173用房的空G19400布置要做G2052紧凑合G10714。（3）易接近性。G1186楼G3818G2052楼内，G1186G1849口G2052各G1022部门，要规划G5483合G10714，要设计G980G1022良好的G4560引系统。（4）可扩展性。G3324未来扩展G7114可灵活延伸，将损失减小G2052低G12255度。（5）舒适性。G3324环境、G17902风、G9213湿度、光线等G7053面要柔和、协调，尽G18339G1523用G3818部的自然环境。（6）环境的稳定性。（7）安G1852性。建筑安G1852防护措施做G2052G993仅G9397足规范要求而且更G2164人性G2282。（8）济性。把建设和维护G980座教学楼G6164需要的G13475费和人员控制G3324最低限度。G3324整G1022设计G17819G12255中，G6117本着“安G1852，适用，G13475济，美观”的G2419G2029，G3324G9397足设计G1231G2165G1082提G1998的功G14033要求G2081提下，G4448G6116G1114建筑设计G17837G980环节，合G10714的G17885G6333框架，G5194G1038以后的结构设计G6183下G1114良好的基础。12工程概况本设计教学楼位G1122G18085G5042G5078，用地755G7053G12871，G13430线范G3272G103850M20M。该地G8585地G2195平G3386，环境G17751好，G3324G17885G3348和环境G14841G17908G7053面，G8892G5859自然G7235G14406的G1260美，也重学G1076环境各G1144G17902G7477G1226的因G13044，更G5390调人G994自然环境的协调统G980，G8616G17751适合教学楼功G14033的G1817分G2045用。根据设计资料的规划要求，本教学楼建筑要求的主要功G14033有门G2367室，教G5084G1253G5699室，大教室，小教室，多G4198体教室等。设计标G20652室内G3818G20652G5058450MM。G3693G17535做法G3693G17535G18331用250G2414的G2164G8680混凝土G3371。内G12893G2059G1038混合G8813G8986G8986G5225，G13452筋G6285G9796面，G241420MM,内G3693G9090G1016度G9046料,G3818G3693G17160G11754。楼面做法楼面（大G10714G11719楼面），100G2414现浇钢筋G11792楼板，20G2414板G5225G6285G9796。屋面做法（G990人屋面）G16277建筑设计部分。门G12395做法G3621钢G12395和G7420门。地质资料G5049G12255地质和水G7003地质建筑G3342地的地质G19087G4392资料G3926下表A154A154A154A154A155A156A156A157A156A158A159A1607表1地质资料G4733土G2529G12228土G4630G2414度（M）G4630G5225G20652G12255（M）G6227载力特征值AKA（KPA）G7446G3647土050580G12908土1318280G3342地土的特征G2620G7411（G2343G17246G2620G7411）G1038030S，G2220G8991G7114G19400，G2220G8991范G3272内未G16277地下水。地震G9884度7度，设计基本地震G2164G17907度G103801G，G266类G3342地，设计地震分组G1038G12544G980组，G6251震等G13435G989G13435。基本风G23990040KN/M2G19646G2399030KN/M2，地面G12907G12973度类G2047G1038B类。G990人屋面活荷G103820KN/M2，G17220G5278、楼梯活荷载G103825KN/M2，G2367生G19400楼面活荷载G103820KN/KN/M2，教室楼面活荷G103820KN/KN/M2。13设计依据1G18085G5042大学土G7420G5049G12255教学楼毕业设计（G16782G7003）G1231G2165G10822G18085G5042大学土G7420G5049G12255教学楼毕业G16782G7003开G20076G6265G25903相关建筑设计规范A161A161A161A161A162A163A163A164A163A165A166A16782建筑设计21平面设计该建筑G10301总G19283度G1038424M，总G4497度G1038178M，共G1128G4630，总建筑面G12227G103837736M2,主体结构G18331用现浇钢筋混凝土框结构。图21建筑平面图211使用部分的平面设计G1363用房G19400面G12227的大小，主要G11013房G19400内部活G2172的特点，G1363用人G6980的多G4581以及设G3803的因G13044G1927定的，本建筑G10301G1038教学楼，主要G1363用房G19400G1038教室，各主要房G19400的具体设置G3324下表G980G980G2027G1998，G3926下表表21房间设置表A168A169A170A171A172A173A174A175A176A177A178A1791A180A181A182296482A183A181A18254323A181A184A185A186A18254324A187A17011085A188A189A18211087A190A191A1715432A192A192A192A192A180A193A193A194A193A195A196A1979212门的宽度、数量和开启方式房G19400平面中门的最小G4497度是G11013G17902G17819人G8981多G4581和G6656G17839房G19400G4490具设G3803的大小G1927定的，G3926G7536室内人G6980多G112250人，G6122房G19400面G12227大G112260M2G7114，按照防G9791要求G14279G4581要设G1016G1022门，分G2047设G3324G1016G12483，以G1457G16789安G1852疏G6967，G3324G17839G1998人G8981G20069G13333的地G7053，应G1363用弹G12795门。教室设置G1016G6171900G4497的门，门G6171开向室G3818。G1038G1114G3324发生G2373G19517G7114G1427G1122疏G6967，G8503面大门G18331用G1016G6171G4497G103818M的G2464G6171门，G17220G5278G1016G12483的G18331用075M的G2464G6171门，G3355向G3818开。213窗的大小和位置房G19400中G12395的大小和位置主要是根据室内G18331光G17902风要求来考G15397。G18331光G7053面，G12395的大小G11464接G5445G2721G2052室内照明是G2554G1817足。各类房G19400照明要求是G11013室内G1363用G990G11464接G5445G2721G2052室内是用G990G12946确细G4506的G12255度来确定的。G17902G5132以G12395口G17891光部分的面G12227和房G19400地面的G18331光面G12227G8616来G2033步确定G6122检验面G12227的大小。教室G18331光面G12227G8616G10381/61/8，G17220G5278和楼梯G19400大G11221/10。教室G18331光面G12227G8616G103818180333330，G3324范G3272之内楼梯G1940018120223330G3355G9397足要求。214辅助房间的平面设计G17902G5132根据各种建筑G10301的G1363用特点和是用人G6980的多G4581，先确定G6164需设G3803的G1022G6980，建筑G10301中公共服G2165的G2367生G19400应设置G2081室，G17837样G1363G5483G2367生G19400G8616G17751隐藏，又有G2045G1122改善G17902向G2367生G19400的G17220G5278G6122G17819厅的G2367生G7477G1226。G1038G1114节省G1144G17902面G12227，G5194G1363管道集中，G18331用套G19400布置。G3324本设计中，每G4630大约有400人G990课，按规范规定男G2367生G19400大G1427器5具/80人，设5具；小G1427器1具/40人，设