某小区公寓住宅楼 本科毕业设计论文

A2A3A0A1A4A5A6A0A7A10A8A12A8A13A14A9A16A11A18A15A17A21A19A22中国矿业大学成人教育本科生毕业设计姓名学号专业设计题目某小区公寓住宅楼专题土木工程指导教师2009年12月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、A2A3A0A1A4A5A6A0A7A10A8A12A8A13A14A9A16A11A18A15A17A21A20A22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。A2A3A0A1A4A5A6A0A7A10A8A12A8A13A14A9A16A11A18A15A17A21A23A22ABSTRACTACCORDINGTOBUILDINGDESIGNSPECIFICATIONSANDOTHERRELEVANTSTANDARDSANDDESIGNREQUIREMENTSANDPROVIDEGEOLOGICALDATA,THEDESIGNOFTHEFRAMEWORKOFTHECLASSROOMBUILDINGAFTERTHEFIRSTBUILDINGINACCORDANCEWITHTHESTRUCTUREANDLAYOUTOFTHEOVERALLAFTERTHEFIRSTLOCALNODEDESIGNSTEPSDESIGNMAINCONTENTSINCLUDEDESIGN,ARCHITECTURALDESIGNOFTHETOTALSHOWSTHATTHECONSTRUCTIONOFTHEPLANE,FACADE,PROFILEDESIGNSPECIFICATIONS,ANDOTHERPARTSOFTHEDESIGNSTRUCTURALLAYOUTANDSCHEMATICCALCULATIONOFIDENTIFICATION,LOAD,STRESS,THECOMBINATIONOFINTERNALFORCES,MAINBEAMREINFORCEMENTDESIGNANDCALCULATION,FRAMESECTIONDESIGNANDREINFORCEMENT,MEETINGBEAMREINFORCEMENTDESIGN,FLOORANDROOFDESIGN,STAIRDESIGN,INFRASTRUCTUREDESIGNENCLOSINGWINDLOADUNDERTHEFRAMEWORKMOMENT,SHEARANDAXIALBIDVERTICALANDHORIZONTALSEISMICLOADSUNDERTHEFRAMEWORKOFTHEMOMENT,SHEARANDAXIALBIDCONSTANTLOADANDLIVELOADUNDERTHEFRAMEWORKMOMENT,SHEARANDAXIALTRYINGTOINTERNALFORCESANDTHECOMBINATIONOFBEAMCOLUMNTABLEKEYWORDSFRAME,GRAVITYLOADCHARECTERVALUE,CASTINPLACEREINFORCEDCONCRETESTRUCTURE,INTERNALFORCEMAKEUP,CURVEDSQUAREAMPLITUDEMODULATIONA24A25A26A27A28A29A30A26A31A32A33A34A33A35A36A37A38A39A40A41A42A43A44A45A46A47A48A49A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A51A50A50A50A52A53A54A55A56A57A58A53A59A56A60A53A56A57A58A60A53A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A50A51A50A50A50A61A62A63A64A65A66A67A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A69A70A69A71A72A73A74A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A69A70A52A71A72A75A76A77A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A69A70A61A78A79A80A81A82A83A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A84A85A86A87A88A89A90A91A87A88A90A91A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A92A52A70A69A93A94A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A92A52A70A52A95A96A97A98A99A100A101A102A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A103A52A70A61A104A105A106A107A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A108A52A70A109A110A105A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A108A52A70A68A111A105A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A108A52A70A92A112A113A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A114A52A70A103A95A96A115A116A117A118A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A114A119A120A86A87A121A122A88A89A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A123A124A119A61A70A69A78A79A82A83A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A61A61A70A52A125A126A127A128A129A130A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A109A61A70A61A125A126A106A131A79A132A133A134A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A68A61A70A109A135A136A137A138A139A98A99A101A102A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A92A61A70A68A135A136A137A139A140A141A142A79A132A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A143A61A70A92A144A145A146A79A132A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A69A108A61A70A103A147A145A146A79A132A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A52A52A61A70A143A148A145A146A149A150A151A135A136A125A126A152A153A79A132A51A51A51A51A51A51A51A51A51A51A51A51A51A52A61A61A70A108A154A155A145A146A149A150A151A135A136A125A126A100A152A153A79A132A51A51A51A51A51A51A51A51A51A51A51A52A143A61A70A69A114A156A155A135A136A152A153A157A158A159A129A160A161A162A135A136A163A150A164A165A164A166A79A132A167A51A51A51A51A61A143A61A70A69A69A135A136A152A153A157A158A125A168A169A170A171A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A69A61A70A69A52A172A105A173A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A68A103313A139A151A174A110A175A176A78A79A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A5173A177A178A78A79A179A125A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A51A5185A180A181A182A18386A184A185A186A187A188A189A190A186A191A192A193A194A193A195A196A197A198A199A200A201A202A203A204A45A205A2061工程概况A69A70A69A71A72A73A74某市某技师学院G13520合教学楼G3A69A70A52A71A72A75A76A77某市G8861G4677G2318A69A70A61A78A79A80A81A82A83G20G17G22G17G20G3设计G10714G5577G3教学楼G7171G1038G1166G1216学G1076提供G7380G1038G14403G3921G10627G3671的建筑。纵G16278教学建筑的G2469G4649G2394G2502，G7092G993体现G11540G1166G12879G7003G2282、G7003明的G2394G2502G17839G12255和G7114代G10317G5461。教学楼建筑设计G2528设计其G1194G12879G3423建筑G980G7691有G16780G3822G1861G2528点，G1075有G16780G3822G993G2528的G10317点和要求。G19555G11540G7114代的G2469G4649，G2162G1856楼的内容和G5430G5347G18129G3324G993G7041G2469生G2476G2282。G3252G8504，G6117G4557教学楼的设计G17819G12255和设计G7053G8873G17839G15904G1114G16826G13466G11752G12362，G13475G17819G980G11070G5617G13783，G6117G16760G1038本设计G5224该G1867有以下G10317点G708G20G709G5389G5627。G1186设计、结构G2052G7393G2165G2163G14033G18129G5224G1582G2052G5332G6930G5627，以G17878G5224G7114G12366的G2476G2282。G708G21G709G13051G1957G5627。教G4472以及其它G17753G2173用G6163的G12366G19400布置要G1582G2052G13051G1957合G10714。G708G22G709G7143G6521G17829G5627。G1186楼G3818G2052楼内，G1186G1849G2487G2052G2520G1022部G19388，要规G2022G5483合G10714，要设计G980G1022G14403G3921的G4560G5353G13007G13491。G708G23G709G2499G6205G4649G5627。G3324G7422G7481G6205G4649G7114G2499G9801活G5322G1292，G4570G6451G3845G1955G4579G2052G1314G12255G5242。G7085G709舒G17878G5627。G3324G10627G3671、通风、温湿G5242、光线等G7053面要柔和、协调，尽量借用G3818部的自然G10627G3671。G7086G709G10627G3671的稳定G5627。G7087G709安全G5627。建筑安全防护措施G1582G2052G993仅满足规范要求而且更加G1166G5627G2282。G7088G709济G5627。把建设和维护G980座教学楼所需要的G13475费和G1166员控制G3324G7380G1314限G5242。G3G3324整G1022设计G17819G12255中，G6117本G11540“安全，G17878用，G13475济，美G16278”的原则，G3324满足设计任G2165书提出的G2163G14033要求前提下，完成G1114建筑设计这G980G10627节，合G10714的选择框架，并G1038以后的结构设计打下G1114G14403G3921的基础。G20G17G22G17G21设计依据G3G17829几年G7481G6117市中、高级技术工G1166短缺，这种现象正G19555G11540工业G5430势G3921转而A207A208A209A210A211A212A213A209A214A215A216A217A216A218A219A220A221A222A223A224A225A226A227A228日趋严重，有的企业G3252技术工G1166缺G2487太大满足G993G1114生产需要，甚至让G3324校学生提前上岗。G6117市技师学院G17829年G7481纷纷根据就业市场需求调整专业设置，G3324专业技G14033培养上G1867有其它G5627质学校G993G2499比拟的优势。由于技校生就业G5430势看G3921，技师学院的招生G17829年G7481G1075G993G7041升温。G19555G11540大学生就业困难，G980些普通高中毕业的学生甚至大学毕业生主动报G13783技校学G1076。G3某市某技师学院G2162学规模的G993G7041G6205大，招收学生G1166数逐渐增G3822，学校现有教学楼G12366G19400已G993G14033满足学生学G1076的需要。G1038改善某市某技师学院的教学条件，故现根据市教育局、规G2022等相关部G19388有关批G7003和初步的设计G7053案、总概算书，并依据甲G7053提出的要求及提供的相关资料，故而设计G8504楼。G3G20G17G22G17G22气象资料G3年平均温G5242G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G206G3相G4557平均湿G5242G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G37G20G3积雪G7380大G2414G5242G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G21G23G19G80G80G3土G3768G1935结G7380大G9157G5242G3G3G3G3G3G3G3G3G3G3G3G3G3G21G23G19G80G80G3年平均G19489G19644量G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G208G19G80G80G3主G4560风向G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G2283风G3基本风G2399G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G19G17G225G78G49G18G899G3G20G17G22G17G23地震资料G3地震G9884G5242G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G37G5242G708G980G12879G709G3梁柱G6251震等级G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G22级G3G20G17G22G175工G12255要求G3本工G12255主体结构G18331用全现浇钢筋混凝土框架结构，梁、柱、板均G1038现浇，混凝土G5390G5242等级主要G18331用G38G22G19G15钢筋主要G18331用G43G51G37G21G225级和G43G53G37G23G19G19级钢筋；基础G18331用柱下G10432立基础。G3G32建筑设计说明A229A230A231A232A233G3324G17839G15904建筑设计G7114，G13520合G13783G15397G1114基地G10627G3671，G1363用G2163G14033，结构选G3423，施工G7460料，设G3803和建筑G14414术等G19394G20076，合G10714安G6502G1114建筑内部G2520种G1363用G2163G14033和G1363用G12366G19400，并G1363建筑G994G2620G3272G3818部G10627G3671相协调。G3本设计G1038某市某技师学院G13520合教学楼，G2588G256G47G257G5430，G1861G1128G4630，G4630高G22G17G28A207A208A209A210A211A212A213A209A214A215A216A217A216A218A219A220A221A222A223A224A225A226A234A228G12871，总高G21G19G1785G12871，总建筑面积57G236平G7053G12871。G19610G5132规教G4472、G16833G16340教G4472、G4466G20576教G4472、计算G7438教G4472、教师G2162G1856G4472、教师G1253G5699G4472、G1262G16770G4472、G5203G6785G4472等G3822G2163G14033于G980体。G980至G3247楼G8611G4630设有7G1022G5132规教G4472、G980G1022教师G1253G5699G4472。按照教学G994G2162G1856G5224合G10714分G2318的原则，G1128G4630设6G1022教师G2162G1856G4472，G980G1022G1262G16770G4472，G13783G15397G2052技师学院的G4466G19481需要，G10317地G4570G20042G4630中G19400有G10639G10839G5161G3693的G6163G19400设G1038G5203G6785G4472。G8504G3818，G3324G6308G16294部分G13783G15397G2052G2282学G4466G20576G4472的通风及其G1194要求，G10317G4570其设G3324G980G4630G1038生G10301G4466G20576G4472；G1120G4630G1038G10301G10714G4466G20576G4472；G989G4630G1038G3822G4198体教G4472；G3247G4630G1038计算G7438G4472；G1128G4630则G1038G16833G19911教G4472。本设计力求G1582G2052平面布局合G10714，G2163G14033分G2318明确，建筑平面G2045用G10587高，建筑立面力求简G8917、大G7053、有学校的G7003G2282气G5699和G7114代G5875。该工G12255G1038G1005G12879建筑，G266G12879场地，G13796G9791等级G1038G980级，G6251震设防G9884G5242G1038G983G5242，地震加G17907G5242G19G17G20G74，设计地震G12544G980组，G6251震等级G1038G989级。本建筑场地G17751G1038平整，地质条件G17751G1038简G2345，所以G18331用全框架结构及柱下G10432立基础。G3A229A230A229A235A236A237A238A239A240A241A242G21G17G21G17G20教G4472G2520G4622G4556的确定G3根据规范要求，教G4472G5332G19400G28G17G28G80，G17839G91577G17G21G80，G4630高G22G17G28G80，满足G1940高G993G1314于G22G17G23G80的要求，按G1363用面积和G1144通面积G20G17G23G899G18G1166计算，7G17G21G80G104G28G17G28G80教G4472G2499容G134475G19G3822G1166。G4557于普通教G4472G18331用G20G21G19G19G80G80G104G23G19G19G80G80的G19283G16850G7712，G16850G7712G6502G17329G2474G28G19G19G80G80，G17220G17959G449755G19G80G80，G21669板G19283G23G80，高G20G80。G16850G7712G12544G980G6502前G12483G994G21669板G17840G12483G5430成的G8712平G16282G16294G1038G22G19G101，满足前G6502G994G21669板的G17329G12175G993G4579于G21G80，后G6502G17329G21669板G993大于8G175G80的要求，以满足G16282线要求，教G4472后部设置大于6G19G19G3G80G80的横向G17220G17959。G3G21G17G21G17G21G19388G12395G4622G4556的确定G3G708G20G709G4557于普通教G4472，G980G14336设置前后G1016G1022G2345G6171G19388，G4497G20G17G19G80，高G21G17G23G80，G1038满足G17220G17959G11107G6967G4497G5242的要求，G18331G2474G1114向内G5332G2563的G7053G5347；G4557于大G2393，按G8611G46305G19G19G1166计算，G2494需G21G176G80G1427足以满足G11107G6967要求，本建筑G1038G1114G17810G2052美G16278大气的G6940G7536，G2474用G1114G44975G17G23G80的G5389G12795G19388，G1403G2393相G4557G1166G8981量G17751G4581，故G18331用G4497G20G178G80的G5389G12795G19388。G3G708G21G709G12395G2500高G5242G2474G28G19G19G80G80，G12395高G21G23G19G19G80G80，G1363G5483光线G3324G6163G19400G18336的照G4568G9157G5242G17751大，避免G1114G3324G6163G19400天棚处出现暗G16294；G3324G1016G1403布置的G12395G4497G1038G208G19G19G80G80，G7380大限G5242满足G1114G18331光和通风的要求，但存G3324的G980G1022缺点G7171保温隔热隔声G6940G7536G993G3921，必须G17839G15904G980些G10317殊处G10714。G19388G2393设置于G12544G980G4630，上G7053G18331用G10639G10839G5161G3693，直至G1128G4630，G1861G3247G4630，G1038G1114安全需要，G3324有G10639G10839G5161G3693的G8611G980G4630安装G1114高G20G21G19G19G80G80的栏杆。G3G708G22G709G17220廊作G1038G8712平G1144通联G13007，其主要G2163G14033G7171连G6521G2528G980G4630内的G2520G1022G6163G19400、楼梯、G19388G2393等，以解决建筑G10301中G8712平联G13007和G11107G6967的G19394G20076，要求其G4497G5242满足G1166A207A208A209A210A211A212A213A209A214A215A216A217A216A218A219A220A221A222A223A224A225A226A243A228G8981通畅和建筑防G9791的要求。按规范要求，教G4472用G6163且双面布置的内廊的G7380G4579G1940G4497G1038G21G17G20G80，G13783G15397G2052中学生活泼G3921动的G10317点，要G1038其留有G17751充足的活动G12366G19400，故G17878当G6930大G2474G17220G17959G4497G22G176G80，G1940G4497G22G17G195G80，G2499让G989至G3247G1166并G15904通G17819。G3G21G17G21G17G22楼梯G19400的确定G3本建筑G1861设G989部楼梯，其中G1016G12483的双跑楼梯作G1038消防楼梯之用，大G2393主G1849G2487处选G2474G980部双分平G15904楼梯，典雅庄重。G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G3G708G20G709楼梯G5430G5347的选择楼梯G5132见G5430G5347有板G5347楼梯和梁G5347楼梯。梁G5347楼梯由踏步板、斜梁、平G2500板和平G2500梁组成，踏步板支承G3324斜梁上，斜梁支承G3324平G2500梁上，作用于楼梯上的荷载先由踏步板传给斜梁，再由斜梁传至平G2500梁。梁G5347楼梯梯段板G17751薄，G2499节省G7460料，当梯段板G17751G19283G7114，梁G5347楼梯G17751G1038G13475济，但这种楼梯施工复杂，G3818G16278显G5483比G17751笨重。板G5347楼梯G1867有下表面平整，施工支模G7053G1427，G3818G16278比G17751轻巧的优点，G7171G980种斜G6930的板，板G12483支承G3324平G2500梁上，作用于梯段上的荷载直G6521传至平G2500梁。当梯段跨G5242G17751G4579G7114，G18331用板G5347楼梯G17751G1038合G17878，但其斜板G17751G2414，G1038跨G5242的G20G18G215G20G18G22G19。本工G12255均G18331用板G5347楼梯。G3G3G3G3G3G708G21G709楼梯踏步的G4622G4556G13783G15397G2052G1166G1216G15904G17220的舒G17878G5627，G1427于G11107G6967等要求，G2474踏面G4497G22G19G19G80G80，踢面高G205G19G80G80，楼梯坡G5242G4579于G22G19G5242。G3G708G22G709梯段和平G2500的G4622G4556梯段G4497G2474决于G2528G7114通G17819的G1166G8981的股数及G7171否G13475G5132有通G17819G980些设G3803的需要，G980G14336按G8611股G1166G8981G4497G5242G19G1755G80G3G3G19G19G17G205G80计算，并G993G5224G4581于G1016股G1166G8981，再结合本建筑的G980些布置G10317点，G1016G12483的G11107G6967楼梯分别G2474梯段G4497G20G176G80和G20G178G80。平G2500的G9157G5242G993G5224G4579于梯段的G4497G5242，G2474G20G178G80；中G19400的双分平G15904楼梯G2474梯段G4497分别G1038G21G17G23G80、G20G176G80、G21G17G23G80，平G2500G9157G5242G2474G21G17G21G80。G3G708G23G709楼梯扶手的确定楼梯的扶手G5224坚固G17878用，且G3324G1016G1403G18129设有扶手，其高G5242G1038G20G20G19G19G3G80G80。G3324楼梯的起始及终结处，扶手均自其前缘向前G1292出G22G19G19G80G80，且出于安全G3252素，扶手末G12483向下布置。G3G21G17G21G17G23厕所G2520G4622G4556的确定G3厕所内设有带洗手池的前G4472，厕所有直G6521自然风和天然G18331光。G3G708G20G709卫生G8917G1867数量按规范要求男厕G86115G19G1166设大G1427器G980G2494，G86115G19G1166设G4579G1427槽G20G19G19G19G3G80G80；女厕G8611G215G1166设大G1427器G980G2494。本建筑G8611G4630楼G7380G38225G19G19G1166，G13783G15397G2052现G4466中男女比例的G19394G20076，按男女G22G21计算，本设计G8611G4630男厕G1861设G20G19G1022大G1427器，G4579G1427槽7G19G19G19G80，女厕G1861设G20G19G1022大G1427器。洗手池及G2520卫生G8917G1867的G4622G4556均按建筑设计图G19610的要求确定。G3G708G21G709G1038遮挡G16282线，G3324男厕的G4579G1427槽处设置G1114G20G20G19G19G4497、G20G21G19G19高的挡板。G3A207A208A209A210A211A212A213A209A214A215A216A217A216A218A219A220A221A222A223A224A225A226A244A228A229A230A245A246A247A248A249A250A251建筑平面设计G7171G3324熟悉G1363用G12366G19400及其G1363用要求的基础上，G17839G980步分析建筑整体的G1363用要求，分析G2520G1363用G12366G19400之G19400及G1363用G12366G19400G994G1144通联G13007G12366G19400之G19400的相互关G13007，G13520合G13783G15397技术、G13475济和建筑G14414术等G7053面的要求，结合整体规G2022、场地G10627G3671等G1867体条件，G4570G2520G1363用G12366G19400和G1144通联G13007G12366G19400G3324G8712平G7053向上相互联G13007和结合，组成G980G1022有G7438的建筑整体。G3G3324建筑平面设计G17819G12255中，由于设计G20076目G1038G13520合教学楼，建筑的G2163G14033要求比G17751G3822，所以G6117首先G1186建筑的G2163G14033G11540手，分析其G1363用G12366G19400的结合。先把建筑中G1363用G2163G14033相G2528或联G13007G13051密的G1363用G12366G19400组合G3324G980起G5430成G980G2318。平面设计必须按G993G2528的G2163G14033要求分G12879并G17839G15904分G2318布局，G1363之既有明确的分G2318和隔G12175，又有必要的联G13007，G980G14336而G16340，G4557于G1363用中联G13007密切的G2520部分要相G17829布置，G4557于G1363用中有干扰的部分，则要求G17878当地分隔。G2528G7114G13783G15397G256闹静G257G994G256动静G257的关G13007和G10317点，G4570需要安静G10627G3671的用G6163尽G2499G14033G12175G5332产生噪声的用G6163布置。G3由于教G4472G4557于G18331光要求G17751高，所以G5332G1114G17751大的G12395子；G4557于G17220G17959，G1038G1114G17810G2052G980定的G18331光G6940G7536，故G3324G17220G17959G1016G1403的纵G3693上G5332有高G12395。另G3818，建筑中作G1038垂直G1144通的联G13007手段，G5132有楼梯、电梯、自动扶梯及坡G17959等G5430G5347。本设计中，建筑G1038G1128G4630，故G18331用G1114楼梯作G1038垂直G1144通手段。G2528G7114G13783G15397G2052建筑的防G9791要求，所以G3324建筑G1016G1403G2520布置G980G1022防G9791楼梯。G3A229A230A252A253A247A250A251建筑立面设计G7171G3324符合G1363用G2163G14033和结构构造等要求的前提下G4557建筑G12366G19400造G3423的G17839G980步美G2282，运用建筑造G3423和立面构图的G980些规律，G13051密结合平面、剖面的内部G12366G19400组合而G17839G15904。G3252G8504G3324立面设计中G980G5224反映出建筑的G5627格，即建筑的G1363用G5627质；G1120G5224反映内部G12366G19400及其组合情况；G989G5224反映自然条件和民族G10317点的G993G2528；G3247G5224G17878G5224基地G10627G3671和建筑规G2022的总体要求。G3本设计G3324立面上看G7481比G17751简G2345，G3324G3693面涂料的色彩上，用分格条把这G1022立面的色调G2318别G5332G7481，分别刷有淡蓝色乳胶漆和白色乳胶漆，显的质G7432、典雅。G3324G12395G6155处G10714上，整G1022立面大体上G18331用G1114G1016种G5430G5347的G12395G6155，G17751大的截面G4622G4556G1363G5483整G1022建筑显的G5468稳重。总之，整G1022建筑G3324立面设计上力求G17810G2052活泼、简G8917、G7432素、典雅的G6940G7536。通G17819G4557G12366G19400的G13520合G2045用，以G12483庄G7432G4466G7092G2338的G5430象G7481表G17810教学建筑的G1028G4512G7003G2282内G9097，G17810G2052G5430G5347和内容的G13491G980，G1363G10627G3671G5483G2052改善。G3A229A230A254A255A247A250A251建筑剖面设计任G2165G7171确定建筑G2520部分G12366G19400的高G5242、建筑的G4630数、建筑G12366A207A208A209A210A211A212A213A209A214A215A216A217A216A218A219A220A221A222A223A224A225A226A1A0A228G19400的G2045用及处G10714建筑剖面中结构构造关G13007等G19394G20076。建筑剖面设计G4466质G7171G4557G1363用G12366G19400、G1144通联G13007G12366G19400G17839G15904G12458向组合布局。建筑剖面设计和建筑的G1363用、造G1227、节G13434用地等有G5468大关G13007，而且要结合平面G980起G13783G15397，G6177G14033有G2173于剖面设计完成。G4630高G7171剖面设计的重要数据，G7171工G12255G5132用的控制G4622G4556。本设计中G4630高的确定G19512G1114G13783G15397G4472内G1940高G994结构、构造所需的高G5242G3818，G17836G1363其符合建筑模数要求。建筑剖面组合则G7171根据建筑G12458向G1363用要求，解决G4630高、G4630数和建筑G3324高G5242G7053向的安G6502G7053G5347，并协调这些G3252素G994G256造G3423力求简G8917G257之G19400的G11695G11474。G3A2A3A21A41A4A15A5本设计G3324装G20292上G993G17873求G16958G2338，重G16282G7460质、G7460色、G4827G4590自然，协调和G16868，G12373出重点，G2031造出G994建筑G10301G17535G1233相G12228的G7432G4466、典雅。G3818G3693G1038乳胶漆G3693面，配上G8985色G3621钢G12395，G21656色分隔条G13453。G3324G19388G2393、G16833G19911教G4472、G3822G4198体教G4472、计算G7438G4472作重点装G1474处G10714。G980G14336教G4472G18331用彩色G8712G11964G11719楼面；G3324卫生G19400，G1582成防G8712地G11754楼面，以G2045于防G8712；G3324G2282学G4466G20576G4472内，G1582成G13796G18252地G11754楼面；而G3324G16833G19911教G4472、G3822G4198体教G4472及计算G7438G4472，则G1582成G4560静电G13870G8707G1069G9923G3621料楼面。G3A2A3A32A24A6A7A8A9A10G20G17G3693基防G9538防G8712G11734G8986防G9538G4630G3G21G19G2414G20G21G8712G8889G11734G8986G65425G8避G8712G8986，G1313置G980G14336G3324G16G19G17G196标高处G3G21G17G3地面G1582G8873G8712G11964G11719地面G3G20G12G3G205G2414G20G3G29G3G21G8712G8889白G11719子G708或G6542有色G11719子G709G11964光打G15605G3G21G12G3G21G19G2414G20G3G29G3G22G8712G8889G8813G8986G6226平G4630G3G22G12G36G19G2414G38G21G19混凝土G3G23G12G3G20G19G19G2414G11874G11719G3843G4466G35G12G3素土G3843G4466G3G3803G8892G311G11719子G12902G54646G205G80G80G4896G3G312G8611G19400G17329G134348G19G19G20G19G19G19G708或按设计G709用G10639G10839或钢条分格，G3926用G19120条G5224打G11536G12371G21G21G2507G19220G19093G100