轻型门式刚架厂房设计 毕业设计

本科生毕业论文（设计）题目轻型门式刚架厂房设计姓名系别专业年级学号指导教师职称讲师20年月日中文摘要本工程为某轻型钢结构门式刚架设计。根据毕业设计任务书的要求，分建筑与结构两部分进行设计。建筑部分，通过查阅钢结构设计规范GB500172003、简明钢结构设计手册、福建省建筑设计标准图籍等相关资料，将门式刚架厂房设计为13跨，每跨的间距为30M，总的建筑面积为2160M2。该单层门式刚架结构是以轻型焊接H型钢（变截面）作为主要承重骨架，用冷弯薄壁型钢（C型）做檩条、墙梁；以压型钢板做屋面、墙面；采用80MM玻璃棉作为保温隔热材料并适当设置支撑的一种轻型房屋结构体系。结构部分，根据已形成的建筑图及其相关要求，查阅建筑结构荷载规范GB500092001、冷弯薄壁型钢结构技G7427规范GB500182002、钢结构G17842接G14422G9869设计手册、房屋建筑钢结构设计等相关规范G2656一G4462G18339的G4466G19481工程设计图，G4557每G8020刚架的G7380G993G2045荷载进行计G12651，G2045用PKPMG17731G1226G4448成刚架的G2524G10714截面计G12651，G9994G2530通过设计规范的相关要求，G4557刚架梁、G7621、支撑、檩条等构G1226进行G12295G4462G5627计G12651，用AUTOCAD2005分G2047G13484G2058G1998设计图。G7380G2530，G6984G10714计G12651书并G1998图。关G19202G16801轻型钢结构门式刚架建筑结构规范设计图ABSTRACTTHISPROJECTISALIGHTSTEELPORTALFRAMEDESIGNUNDERTHEGRADUATIONREQUIREMENTSOFTHETASKBOOK,DIVIDEDINTOTWOPARTSBUILDINGANDSTRUCTUREDESIGNA1BUILDINGPART,BYACCESSTOTHEA2STEELSTRUCTUREDESIGNSPECIFICATIONGB500172003A3A0A2CONCISESTEELSTRUCTUREDESIGNMANUAA3A0A2THEFUJIANARCHITECTURALDESIGNSTANDARDPLANSA3ANDOTHERRELEVANTINFORMATION,THEGABLEDDESIGNEDTO13ACROSSEACHCROSSA30M,TOTALCONSTRUCTIONAREAFOR2160M2THESINGLESTOREYGABLEDSTRUCTUREISTOLIGHTWELDINGHSHAPEDSTEELUNIFORMASTHEMAINLOADBEARINGFRAME,WITHCOLDFORMEDSTEELTYPECDOPURLINBEAMSANDWALLSTOSTEELDOROOFING,WALLA80MMGLASSWOOLASANINSULATIONMATERIALANDAPPROPRIATESETTINGSSUPPORTEDALIGHTHOUSEINARCHITECTURESTRUCTURALELEMENTS,ACCORDINGTOTHEESTABLISHEDBUILDINGPLANSANDRELATEDREQUIREMENTS,CONSULTTHEA2BUILDINGSTRUCTURELOADCODEGB500092001A3A0A2COLDFORMEDSTEELSTRUCTURESSPECIFICATIONGB500182002A3A0A2STEELSTRUCTURECONNECTIONNODEDESIGNMANUALA3A0A2THEHOUSINGCONSTRUCTIONSTEELSTRUCTUREDESIGNA3ANDOTHERRELATEDSPECIFICATIONSANDACERTAINAMOUNTOFACTUALENGINEERINGDESIGN,EACHTRUSSPINOFTHEMOSTUNFAVORABLELOADCALCULATIONS,USEPKPMSOFTWARECOMPLETETHERIGIDFRAMEOFREASONABLESECTION,ANDTHENTHROUGHTHEDESIGNSPECIFICATIONSOFREQUIREMENTSONTHERIGIDFRAMEBEAMSANDCOLUMNS,SUCHASSUPPORT,PURLINS,COMPONENTFORSTABILITYWITHAUTOCAD2005RESPECTIVELYOUTDESIGNFINALLY,AFINISHINGACCOUNTBOOKANDPLOTKEYWORDSLIGHTWEIGHTGABLEDBUILDINGSTRUCTURESPECIFICATIONDESIGNSKETCHA5A4A7A6A8A95A11A10A12A135A11A10A14A156A17A11A10A16A186A20A11A10A14A15A21A22A16A13A237A24A19A16A188A24A19A25A26A2728A29A28A16A1832A17A31A30A29A2832A20A29A28A32A3332A35A29A28A34A18351A37A36A38352A40A39A41A42A43A44A45A46A47353A44A45A16A18364A49A28A24A48A50A51A52A53375A49A28A54A48A50A51A52A5338A56A55A16A18391A58A57A59A60A61A62A63A64A44A65A66A44A45A34A18392A60A61A67A68A69A70A71A72A73403A74A75A69A69A70A71A72A73414A76A77A77A78A79A8042A81A82A79A80A67A80A83431A79A80A84A85432A86A87A88A89433A90A91A80A83434A92A93A94A95445A96A97A92A93A80A83446A98A99A80A83457A100A99A80A8345A101A69A79A80A67A80A83451A79A80A84A85452A86A87A88A89463A90A91A80A83464A92A93A102A103A104A92A93A105A106A94A95465A96A97A92A93A80A83466A98A99A80A83477A100A99A80A8347A107A108A79A80A67A80A8347A109A108A79A80A67A80A8348工程概况A110A111A112A113A114A115A116A117A118A119A120A121A122A123A124A125A126A123A124A127A128A129A114A130A131A119A132A133A134A135A136A137A138A139A128A140A141A142A143A144A145A138A136A146A147A148A149A150A151A152A153A154A155A156A157A158A159A160A161A162A163A164A165A166A167A168A16921602MA157A159A160A170A171A172A173A164A174A167A175A149A176A174A167A177A178A164A174A167A179A180YX56180720A181A182A183A184A18580MMA186A187A188A189A190A191A192A163A164A193A194A173A195A196A179A180A197A198A167A164A195A199A200A201A169A202A203A164A204A205A179A180A206A207A154A208A209A169Q235CA183A208A164A210A211A168A212A213A214032KNMA215A216A154A217A218A219A220A169A2211A222A223A224A225A226A227A228A229A223A230A231206OCA232A233A234A235A236A237A238A239282OCA232A233A240A235A236A237A238A239133OCA241A242A243A244A24502KNMA246A247A248A245A249A237A246A247A2481100MMA250A251A252A253A245A254A2552A23A180A0A1A69A2A163A136A3A4A69A2A5A6A181A7A180A0A1A136A8A94A9A10A11A0A1A12A13A14GB500092001A15A16A173A18A94A9A6A19A19A154A20A21A163A97A22Q23A187A24A188A25A26A187A22A113A191A27A192A26A25A24A192A187A28A194A22A71A29A196A30A31A32A25A187A33A196A34A31A25A25A187A33A196A34A31A26A28A28A18A202A35A202A202A202A204A194A205A36A26A28A28A190A35A37A28A28A190A194A181A7A19A154A110A38A20A21A17荷载取值A39A210A40A41A211A42A43A44A45A46A47A48A49A50A51A139A52A53A54A55A56A57A58A590252KNMA60A61A62A63A64A65022KNMA73A66A67A68A700152KNM062KNMA72A74A75A76A77A214A78A79A80A74A75A76A77A123A81A82A83A80A218A84A75A762002KNMA85A131A86A87A88A89A90A91A92A93A131A86A87A880302KNMA219A176A95A96A98A99A100A101A102A149A103A176A104082KNMA105A106A107A108A109A111A112A114A115A116A117A118A119A120A121A225A122A124A125A112A114A126A226A227A127A128A129A229A130A132A133A134A135A137A138A140A141A142A143A144A145A146A147A148A150A151F1KNA152A153A155荷载组合一荷载计算A235A156A157A158A159A159A160A161A156A162A164A165A166A167A168KA169A170A171A172A173A174A175A177A164A178A179GBJ9A23787A170A182A183A184A185A186A162A183A189A193A162A183A195A241A197A198A199A168A169A170A244A200A2011A203A1641Q06636KNM2A206A1642Q0920361242KNM3A162A177A164A245A2071105025086126KNMA245A182A18321051086504KNMA246A2073105065086328KNMA246A182A1834105055086277KNM二荷载组合（设计值）A247A208A209A212A213A215A216A217A220A221GBJ987A222A223A224A228A250A230A216A217A222A231A232A233A234A23612A228A238A239A216A217A222A231A232A233A234A23614A2401A242A217A243A217Q12361412422171KNM2A248A249A251A2491NM2Q12361412661KNM3A252A253085A254A255A253A176A0A253A231Q1236085A2114124214504A1131KNM2Q1236085A2114124214126A1206KNM内力计算工程名钢结构PK11EXE日期5/6/2010时间203753设计主要依据建筑结构荷载规范GB500092001建筑抗震设计规范GB500112001钢结构设计规范GB500172003门式刚架轻型房屋钢结构技术规程CECS1022002结果输出总信息结构类型门式刚架轻型房屋钢结构设计规范按门式刚架轻型房屋钢结构技术规程计算结构重要性系数100节点总数7柱数2梁数4支座约束数2标准截面总数5活荷载计算信息考虑活荷载不利布置风荷载计算信息计算风荷载钢材Q235梁柱自重计算信息柱梁自重都计算恒载作用下柱的轴向变形考虑梁柱自重计算增大系数120基础计算信息不计算基础梁刚度增大系数100钢结构净截面面积与毛截面面积比085门式刚架梁平面内的整体稳定性不验算钢结构受拉柱容许长细比400钢结构受压柱容许长细比500钢梁恒活容许挠跨比L/180柱顶容许水平位移/柱高L/60抗震等级3钢结构为考虑地震作用计算震型数3地震烈度700场地土类别类附加重量节点数0设计地震分组G12544G980组G2620期G6252G1955系数080地震G2159计算G7053G8873G6403型分G16311G8873结构G19471G4624比0035按GB500112001地震G6940G5224增大系数1000G12376G15904输出G1852G18108内容标准截面G10317性截面G2507XCYCIXIYA1025000036250027536E02041672E03026850E012025000036250028072E02041677E03028220E013017500035000011486E02085762E04012456E014025000036250028072E02041677E03028220E015017500035000011486E02085762E04012456E01截面G2507IXIYW1XW2XW1YW2Y1032024E00012458E00075963E02075963E02016669E02016669E022031540E00012153E00077440E02077440E02016671E02016671E023030366E00082977E01032817E02032817E02049007E03049007E034031540E00012153E00077440E02077440E02016671E02016671E025030366E00082977E01032817E02032817E02049007E03049007E03柱内G2159柱G2507MNVMNV1000103384903392238315490320001033849033922383154903梁内G2159梁G2507MNVMNV139223570677861773523730922177352373092115884879488317735237309239223570677864115884879488177352373092恒荷载作用下的节点位移MM节点G2507X向位移Y向位移1250122501309165409165500269荷载计算节点荷载节点G2507G5379G11709G3414G11464G2159水平G21590柱荷载柱G2507荷载类型荷载G1552荷载G2454数1荷载G2454数20梁荷载G17842G13505数荷载G1022数荷载类型荷载G15521荷载G2454数1荷载G15522荷载G2454数21111242000111124200011112420001111242000活荷载标准G1552作用下的节点位移MM节点G2507X向位移Y向位移1600326003323429423429500659风荷载计算G5050风荷载标准G1552作用节点荷载节点G2507水平G2159G3414G11464G21590柱荷载柱G2507荷载类型荷载G1552荷载G2454数1荷载G2454数211126000212770000梁荷载G17842G13505数荷载G1022数荷载类型荷载G15521荷载G2454数1荷载G15522荷载G2454数2111507000111507000111329000111329000柱内G2159柱G2507MNVMNV10007251502136139725140132000522320602535352234278梁内G2159梁G2507MNVMNV13613947156816920471530172920471530179346471578231302477623022535347764771493464776168130247762302G2503风荷载标准G1552作用节点荷载节点G2507水平G2159G3414G11464G21590柱荷载柱G2507荷载类型荷载G1552荷载G2454数1荷载G2454数211277000211260000梁荷载G17842G13505数荷载G1022数荷载类型荷载G15521荷载G2454数1荷载G15522荷载G2454数2111329000111329000111507000111507000节点G1403向G708水平向G709位移MM节点G2507G165X节点G2507G165X节点G2507G165X节点G2507G165X117255329443536600700柱内G2159柱G2507MNVMNV10005223206025353522342782000725150213613972514013梁内G2159梁G2507MNVMNV12535347764771130247762302213024776230293464776168392047153017361394715681649346471578292047153017地震计算G5050震G2172标准G1552作用计算结果地震G2159计算G17148量G19610G1025信息G17148量G19610G1025节点G25071G17148点重量373764水平地震标准G1552作用G5225G4630G2110G215918265G5225G4630G7380G4579地震G2110G2159抗震规范525G74775980G2520G17148点地震G2159G16855整系数1000地震G2159G16855整G2530G2110重比0049G125441G6403型结构自G6403G2620期G5062G1068G2620期G6252G1955系数G712G2345位G121980679G10317G5461向量1000G2520G17148点的水平地震G2159KN18265节点G1403向G708水平向G709位移MM节点G2507G165X节点G2507G165X节点G2507G165X节点G2507G165X188288392492588600700柱内G2159柱G2507MNVMNV1000524913730652491320005249137306524913梁内G2159梁G2507MNVMNV1730659746637905974662379023450300023450333790597466730659746640002345033790234503G6403型G2454与G17148量系数10000G2503震G2172标准G1552作用计算结果地震G2159计算G17148量G19610G1025信息G17148量G19610G1025节点G25072G17148点重量373764水平地震标准G1552作用G5225G4630G2110G215918265G5225G4630G7380G4579地震G2110G2159抗震规范525G74775980G2520G17148点地震G2159G16855整系数1000地震G2159G16855整G2530G2110重比0049G125441G6403型结构自G6403G2620期G5062G1068G2620期G6252G1955系数G712G2345位G121980679G10317G5461向量1000G2520G17148点的水平地震G2159KN18265节点G1403向G708水平向G709位移MM节点G2507G165X节点G2507G165X节点G2507G165X节点G2507G165X188288392492588600700柱内G2159柱G2507MNVMNV1000524913730652491320005249137306524913梁内G2159梁G2507MNVMNV1730659746637905974662379023450300023450333790597466730659746640002345033790234503G6403型G2454与G17148量系数10000荷载G6940G5224组G2524计算荷载G6940G5224组G2524G2462G5390度G451稳定G451G18209G12575计算钢柱1截面类型27布置G16294度0计算长度LX1614,LY800长细比G172X721,G172Y615构G1226长度800计算长度系数UX202UY100变截面H形截面HB1500,B2500,H1500,H2950T110T220T320轴压截面分类X轴B类,Y轴C类验算规范门规CECS1022002柱下G12483柱G990G12483组G2524G2507MNVMNV1000225411463526174265200018621271137118377163000509529991157426661064000302720183729100310865000124065883470689978588360001033849033922383154903700013957661952951112256619800038618222201777613619022220900036551212391699163452721239100003230518055144436295741805511000386182222017776136190222201200036551212391699163452721239130003230518055144436295741805514000124065883470689978588315000103384903392238315490316000139576619529511122566191700063151666167113887251218000424768588672224153219000801941532577255912290200005951317217927392813092100032527180021474043009918849220003045917022139559284361786823000342312048915646431803186272400032164195091486203014017646250003252718002147404300991884926000304591702213955928436178682700034231204891564643180318627280003216419509148620301401764629000631516661671138872512300004247685886722241532310008019415325772559122903200059513172179273928130933000225411463526174265340001862127113711837716350005095299911574266610636000302720183729100310863700020603102898795918175117003800018535930980114165121072039000234431443510305921015113304000021375134549521419352103494100020603102898795918175117004200018535930980114165121072043000234431443510305921015113304400021375134549521419352103494500022541146352617426546000186212711371183771647000509529991157426661064800030272018372910031086490001172546963757092974696500009658371629725763437165100024321140721125772189214072520002038111925953971835711925530002432114072112577218921407254000203811192595397183571192555000117254696375709297469656000965837162972576343716考虑G14157G7507G4636G7366G2530G5390度G712G5390度计算G6523G2058组G2524G25078,M000,N38618,M177761,N36190考虑G4636G7366G2530G5390度G5390度计算G5224G2159比0990抗G2110G5390度计算G6523G2058组G2524G250711,V22220抗G2110G5390度计算G5224G2159比0386平面内稳定计算G7380大G5224G2159N/MMMM19747平面内稳定计算G7380大G5224G2159比0963平面G3818稳定计算G7380大G5224G2159N/MMMM18911平面G3818稳定计算G7380大G5224G2159比0922门规CECS1022002G14157G7507容许高G2414比H0/TW25000G13776G13548容许G4497G2414比B/T1500考虑G4636G7366G2530G5390度G5390度计算G5224G2159比099008A192A193A19414A179A195A196A230VFA1971064A198W08A199VFA20011232NMM,A2017394DWWVVHTFKN2222KNA198A202A203A204A205A206A207A208A203A182A189A209A1992A21017394DWWVVHTFKN338KN3A2112A212A213A214A215A216A217A218A219A22090024500246762WHMMA221A222A223A225A226A227A228A229A232A233A234A236A221534KA23737235WWWYHTKF1308A238A239A24014A221A241A242A243VFA2441064A245W08A248VFA24911232NMM,7394DWWVVHTFKN942KNA241A250A251A252A253A255A40A0A1A2A3A18A4A5A115A6A40A73A8A9A10A11A10A111A5905DVVA21A24A16A17A19A20A50A22A23A25A14A26A272A621A28A29A30A31A32A33A34A3505DVVA45A46A47A48A49A43A4405DVV3A512A52A53A54A55A56A57A58A6005DVVA69A70A71A72A73A67A6805DVVA63A61A153A74A75A76A77A78A79A80A81A824A83A84A85A86A87A88A89A90A85A86A87A88A91A92A93A94A95A96A97A98A99A100A101A102A103A91A92A100A104A91A92A105A106A102A91A92A107A108A205A93A109A110A111A112A114A116A117A118A119A99KA120A254KHUA121A122A121A158A123A124A125A126A127A128A129A1301KNA131A132A131A133A134A121A135A128A137A124A125A126A131A130A138A231A139A140A141A131A142A143A124A138A144A145KA121A146A142A147A148A149A150A151A152A121A154A155A135A128PKPMA156A157A146A142A121A254A159PKPMA160A216A161A146A142A162A163A216A164A131A121A165A166A154A155A167A168A131A129A130A132A169A170A171A120A139A235A169PKPMA131A156A157A157A172A139A173A146A142A174A175A120A176A1211000052000KHUNMMA254A159A125A177A169A178A179A121A176EIKHA181A182A183A149725XXHI150A121A184A185A121A1860739A12022011102224EXOENEAKNPIA165A166A1210MAX100011XEEXXENMANNW179182920082NMMFA181A187A188A189A131A190A191A192A193A194A195A196A197A1205A198A199A200A201A202A203A204A206A200A201A202A203A207A208A209A210A211A212A213A214A224A2152001075093TEXEXNNNNB230822510710710523544000235YYYBFA217A218A219031YYLIA219A2200932YA220A21962010138600017776101835093229100110471570TYYEBENMNMMFAWA220A221A222A218A223A225A226A227A228A229A230A232A233A234A236A237A236A237A236A237A238A238A239A240A241A242A243A244A245A246A241A242A243A244A245A246A238A247A248A249A250A249A250A249A250A251A251节点计算1边柱与斜梁连接高强螺栓强度验算1A252A253A255A56A79A99A163A252A253A0A1M30A21109A204A23A80A2A97A81A3A97A4A45A5A6A7A8A113A8A83A30A9A10A84A11A113A12A13A30A86A14A15A223A16U045A113A88A17A65A45A5A6A18A89A19A25P355KNA202A22A24A26A25A27M17776KNMN257KNV2222KN3A5A6A91A28A29A177A92A19A92A31A36A32A27A254A33A28A25A93A34A18A19A25A35A37A38A39A113A40A5A6A35A41A92A18A50A42A19A25A43A27111NYYNA44A44A44A44A44A44A44A44（0103504705907108309512）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斜梁与斜梁拼接节点1A133A134A135A136A137M2895KNMN150KNQ942KN2A138A139A140A141A142A143A144112228950451501709420250454IMYNNKNYNA145A146109A147M24A148A1490808225180TNPKN1NA150TNA151A152A153A154A155A156A157A1583A159A160A156A161A162A164A1651A166A167A168A169A170A171A17262FWTWFFWEENTEBEEEF36144125180102721254502144144125205MMA173A174A175A176A178A179A18028MM3屋脊梁梁拼接节点1A181A182A183A184A185M553KNMN221KNQ221KN2A186A187A188A189A190A191A19211222255312134120103509512IMYNKNYA193A194109A195M24A196A1970808225180TNPKN1NA198TNA199A200A201A202A203A205A206A2073A208A209A205A210A211A212A2132A214A215A216A217A2186FTENTBF3610018010342450205MM3A21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