摘要摘要：欲設(shè)計(jì)一一幢中學(xué)教學(xué)學(xué)樓，在建筑筑形式上采用用“一”字形，并且且通過調(diào)研鄭鄭州市的工程程地質(zhì)條件和和鄭州市教學(xué)學(xué)樓的功能要要求,決定本建筑筑采用鋼筋混混凝土框架結(jié)結(jié)構(gòu),而框架結(jié)構(gòu)構(gòu)能較好的滿滿足這種要求求，為使本設(shè)設(shè)計(jì)具有較好好的整體性、抗震性能，并并能節(jié)約鋼材材用量，所以以本設(shè)計(jì)采用用現(xiàn)澆混凝土土框架結(jié)構(gòu)。同同時(shí)這種結(jié)構(gòu)構(gòu)體系布置靈靈活，可提供供較大的建筑筑空間。同時(shí)時(shí)為偏重于其其使用功能，通通過對建筑物物的結(jié)構(gòu)，系系統(tǒng)，服務(wù)與與環(huán)境四個(gè)基基本要素以及及他們之間的的內(nèi)在聯(lián)系的的優(yōu)化組合，提提供了一個(gè)投投資合理，又又具有高效，舒舒適便利的環(huán)環(huán)境。本設(shè)計(jì)主要進(jìn)行行了結(jié)構(gòu)方案案中橫向框架架A、B、C、D軸框架的結(jié)構(gòu)構(gòu)設(shè)計(jì)。在確確定框架布局局之后，先進(jìn)進(jìn)行了荷載標(biāo)標(biāo)準(zhǔn)值的計(jì)算算。內(nèi)力計(jì)算算時(shí)，豎向荷荷載的計(jì)算用用的是使用力力學(xué)求解器，進(jìn)進(jìn)行無限次彎彎矩分配法；；進(jìn)而按底部部剪力法計(jì)算算水平地震荷荷載作用下大大小，進(jìn)而求求出在水平荷荷載作用下的的結(jié)構(gòu)內(nèi)力（彎彎矩、剪力、軸軸力）。然后后進(jìn)行內(nèi)力組組合，從中找找出最不利的的一組或幾組組內(nèi)力值。選取最安安全的結(jié)果計(jì)計(jì)算配筋并繪繪圖。此外還還進(jìn)行了結(jié)構(gòu)構(gòu)方案中的室室內(nèi)樓梯的設(shè)設(shè)計(jì)。完成了了平臺(tái)板，梯梯段板，平臺(tái)臺(tái)梁等構(gòu)件的的內(nèi)力和配筋筋計(jì)算及施工工圖繪制關(guān)鍵詞：教學(xué)樓樓、鋼筋混凝凝土框架結(jié)構(gòu)構(gòu)、功能、建筑筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)。AbstracctAbstracct：withthepplanoofdessigninngammiddleeschooolteeachinngbuiildingg,whicchusees"onne"thheglypphinthecconstrructioonforrm,thrroughinvesstigattionanndstuudiesttheZhhengzhhouenngineeeringgeoloogycoonditiionanndtheeZhenngzhouuteacchingbbuildiingfuunctioonreqquest,,Ideciidedtthattthiscconstrructioonuseestheereinfforceddconccreteportaalfraamecoonstruuctionn,whiilethheporrtalfframecconstrructiooncannbetttersaatisfyythisskinddofrrequesst,innordeertoenabllethiisdesiigntoohaveeabeetterinteggrity,,abeetterearthhquakeeresiistancceperfformannce,aandtoosaveethesteellprodductsamounntuseed,thherefoorethiisdessignuusestthecaast-inn-placceconncreteeporttalfrramecconstrructioon.Simmultanneousllythiiskinndofstruccturesysteemarrrangemmentiisnimmble,mmayprrovideethebiggeerconnstrucctionspacee.Meaanwhilleforrstreessestoitssusefuncttion,throuughtoothebuilddingsstructture,thessystemm,theeserviiceanndtheeenviironmeentfoourbaasiceessenttialffactorrsaswellasbettweenthemtheiinnerlinkoptimmumcoomposiition,,provvidedaninvvestmeenttooberreasonnable,,alsoohadhighllyefffectivve,thhecomffortabblecoonveniienceenvirronmennt.Thepurrposeofthhedessigniistodothheantti-seiismicdesiggninthellongittudinaalfraamesoofaxiisA,B,CandDD.Wheentheedireectionnsofthefframessisddetermmined,,firsstlyccarrieedonthesstandaardlooad.WWhenccarrieedonthevverticcalfoorceccomputtationn,theemomeentdiistribbutionnofttwiceisussed;tthenmmakinggtheamounntofthehhorizoontalseismmicfoorceccanbeegotbywaayofthebbottomm-sheaarforrcemeethod..Theseismmicfoorceccanbeeassiignedaccorrdingtothhesheearinggstifffnesssoftthefrramesofthhediffferenntaxiis.Thhenthheintternallforcce(beendinggmomeent,ssheariingfoorceaandaxxialfforce..)inthesstructtureuunderthehhorizoontalloadsscanbeeaasilycalcuulatedd.Aftterthhedetterminnationnofttheinnternaalforrceunndertthedeeadanndlivveloaads,tthecoombinaationofinnternaalforrcecaanbemadebyussingttheExxcelssoftwaare,wwhosepurpooseisstoffindooneorrseveeralssetsooftheemosttadveerseiinternnalfoorceooftheewallllimbbsanddthecoterrminouusgirrders,,whicchwilllbethebbasisofprrotracctingtherreinfoorcinggdrawwingsofthhecommponennts.TThedeesignofthhestaairsiisalssobeapprooacheddbyccalcullatinggtheinterrnalfforceandrreinfoorcinggsuchhcompponenttsaslandiingsllab,sstepbboardandllandinnggirrderwwhoseshopdrawiingsaarecoomplettedinntheend.Keywordds:Teachhingbbuildiing,rreinfoorcedconcrretepportallframmeconnstrucction,,functtion,archiitectuuralddesignn,strructurraldeesign..目錄錄HYPERLINK在B-C軸軸間框架梁111HYPERLINK\l"_Toc168546378"4.3.4CC-D軸間間框架梁同AA-B軸軸間框架梁112HYPERLINK\l"_Toc168546379"4.3.5AA-B，C-D軸間間聯(lián)系梁：112HYPERLINK\l"_Toc168546380"4.3.6AA軸柱縱向集集中荷載的計(jì)計(jì)算12HYPERLINK\l"_Toc168546381"4.3.7BB軸柱縱向集集中荷載的計(jì)計(jì)算13HYPERLINK\l"_Toc168546382"4.3.8CC軸柱縱向集集中荷載的計(jì)計(jì)算與B軸柱的相同同13HYPERLINK\l"_Toc168546383"4.3.9DD軸柱縱向集集中荷載的計(jì)計(jì)算與A軸柱的相同同13HYPERLINK\l"_Toc168546384"4.4風(fēng)荷載計(jì)計(jì)算15HYPERLINK\l"_Toc168546385"4.5水平地地震作用155HYPERLINK\l"_Toc168546386"重力荷載代表值值的計(jì)算：115HYPERLINK\l"_Toc168546387"4.5.2框框架柱抗側(cè)移移剛度和結(jié)構(gòu)構(gòu)基本自震周周期計(jì)算：117HYPERLINK\l"_Toc168546388"5內(nèi)力計(jì)算算19HYPERLINK\l"_Toc168546389"5.1恒載作作用下的框架架的內(nèi)力199HYPERLINK\l"_Toc168546390"5.2活載作用用下的框架的的內(nèi)力24HYPERLINK\l"_Toc168546391"5.3風(fēng)載作用用下的框架的的內(nèi)力27HYPERLINK\l"_Toc168546392"5.4框架地震震內(nèi)力計(jì)算框框架柱剪力和和柱端彎矩計(jì)計(jì)算采用D值法31HYPERLINK\l"_Toc168546393"6內(nèi)力組合335HYPERLINK\l"_Toc168546394"6.1恒荷載載作用下內(nèi)力力條幅35HYPERLINK\l"_Toc168546395"6.1.1梁梁端柱邊剪力力計(jì)算35HYPERLINK\l"_Toc168546396"6.1.2梁梁端柱邊剪力力梁端柱邊彎彎矩計(jì)算355HYPERLINK\l"_Toc168546397"6.1.3彎彎矩調(diào)幅366HYPERLINK\l"_Toc168546398"6.2活荷荷載作用下內(nèi)內(nèi)力調(diào)幅366HYPERLINK\l"_Toc168546399"梁端柱邊剪力梁梁端柱邊彎矩矩計(jì)算見表66-336HYPERLINK\l"_Toc168546400"6.2.2彎彎矩調(diào)幅366HYPERLINK\l"_Toc168546401"6.3風(fēng)荷載作作用下的內(nèi)力力調(diào)幅36HYPERLINK\l"_Toc168546402"6.4水平地震震作用下的內(nèi)內(nèi)力調(diào)幅377HYPERLINK\l"_Toc168546403"6.5屋面有有雪荷載的活活荷載作用下下內(nèi)力調(diào)幅337HYPERLINK\l"_Toc168546404"7內(nèi)力組合見見組合表388HYPERLINK\l"_Toc168546405"8配筋計(jì)算338HYPERLINK\l"_Toc168546406"8.1框架梁截截面設(shè)計(jì)399HYPERLINK\l"_Toc168546407"框架梁正截面承承載力，計(jì)算算見表8-1139HYPERLINK\l"_Toc168546408"8.1.2框架梁斜截截面配筋計(jì)算算40HYPERLINK\l"_Toc168546409"8.1.3框框架梁抗裂縫縫寬度驗(yàn)算442HYPERLINK\l"_Toc168546410"8.2截面設(shè)設(shè)計(jì)44HYPERLINK\l"_Toc168546411"正截面受彎承載載力計(jì)算：445HYPERLINK\l"_Toc168546412"8.2.2斜斜截面承載力力計(jì)算48HYPERLINK\l"_Toc168546413"8.3連系梁梁計(jì)算49HYPERLINK\l"_Toc168546414"8.3.1荷荷載計(jì)算499HYPERLINK\l"_Toc168546415"8.3.2內(nèi)內(nèi)力計(jì)算499HYPERLINK\l"_Toc168546416"8.3.3截截面承載計(jì)算算50HYPERLINK\l"_Toc168546417"9屋面板及樓樓面板的設(shè)計(jì)計(jì)51HYPERLINK\l"_Toc168546418"9.1屋面設(shè)設(shè)計(jì)：52HYPERLINK\l"_Toc168546419"9.1.1荷荷載計(jì)算：552HYPERLINK\l"_Toc168546420"9.1.2判判斷板的計(jì)算算類型：522HYPERLINK\l"_Toc168546422"9.1.3按按彈性理論進(jìn)進(jìn)行計(jì)算：552HYPERLINK\l"_Toc168546423"9.2樓面板設(shè)設(shè)計(jì)：54HYPERLINK\l"_Toc168546424"荷載計(jì)算：544HYPERLINK\l"_Toc168546425"10樓梯設(shè)設(shè)計(jì)56HYPERLINK\l"_Toc168546426"10.1踏步步板TB-1計(jì)算56HYPERLINK\l"_Toc168546427"荷載計(jì)算：577HYPERLINK\l"_Toc168546428"內(nèi)力計(jì)算：577HYPERLINK\l"_Toc168546429"截面承載力計(jì)算算：57HYPERLINK\l"_Toc168546430"10.2樓梯斜斜梁計(jì)算：558HYPERLINK\l"_Toc1685464