土木工程 畢業(yè)設(shè)計(jì) 五層辦公樓建筑結(jié)構(gòu)設(shè)計(jì) 摘要

1、華北科技學(xué)院畢業(yè)設(shè)計(jì)（論文）I內(nèi)蒙古赤峰市東風(fēng)公司內(nèi)蒙古赤峰市東風(fēng)公司辦公樓設(shè)計(jì)辦公樓設(shè)計(jì)摘要本設(shè)計(jì)是內(nèi)蒙古赤峰市東風(fēng)公司綜合辦公樓設(shè)計(jì)，建筑面積為5963m2，共五層，建筑高度為20.7m，整體是鋼筋混凝土框架結(jié)構(gòu)。包括建筑設(shè)計(jì)，結(jié)構(gòu)設(shè)計(jì)兩部分內(nèi)容。建筑設(shè)計(jì)是在總體規(guī)劃的前提下，根據(jù)設(shè)計(jì)任務(wù)書的要求，綜合考慮基地環(huán)境、使用功能、綜合選型、施工、材料、建筑設(shè)備、建筑藝術(shù)及經(jīng)濟(jì)等。最終確定設(shè)計(jì)方案，畫出建筑施工圖。結(jié)構(gòu)設(shè)計(jì)是在建筑物初步設(shè)

2、計(jì)的基礎(chǔ)上確定結(jié)構(gòu)方案；選擇合理的結(jié)構(gòu)體系；進(jìn)行結(jié)構(gòu)布置，并初步估算，確定結(jié)構(gòu)構(gòu)件尺寸，進(jìn)行結(jié)構(gòu)計(jì)算。本設(shè)計(jì)采用鋼筋混凝土現(xiàn)澆框架結(jié)構(gòu)。在進(jìn)行荷載計(jì)算和構(gòu)件截面估算后，選取一榀框架進(jìn)行計(jì)算，用二次分配法算出內(nèi)力，并對(duì)最不利活荷載和最不利內(nèi)力進(jìn)行分析，從而進(jìn)行配筋計(jì)算。本設(shè)計(jì)基礎(chǔ)形式采用柱下獨(dú)立基礎(chǔ)，樓梯為鋼筋混凝土現(xiàn)澆梁式樓梯。整個(gè)方案設(shè)計(jì)基本符合設(shè)計(jì)和結(jié)構(gòu)要求，具有一定的創(chuàng)造性和合理性?？傊m用、安全、經(jīng)濟(jì)、使用方便是本設(shè)計(jì)的原則，

3、兩部分空間合理，連接緊湊，主次分明，使建筑空間的舒適度加以提高。關(guān)鍵詞：關(guān)鍵詞：鋼筋混凝土框架結(jié)構(gòu)抗震設(shè)計(jì)荷載代表值內(nèi)力組合二次分配法GraduatedfromNthChinaInstituteofScienceTechnologyProject(Thesis)IITheArchitecturalStructuralDesignofDongfengRealEstateCompanyOfficeBuildingofChifengCityI

4、nnermongoliaAbstract：ThedesignisChifengCityInnermongoliaDongfengcompanyofficebuildingstructuraldesign.Theofficeofthetotalconstructionareaisabout5963m2atotaloffivelayersbuildingheightof20.7mtheoverallframewkofreinfcedconc

5、retestructures.Includes2contentswhichisconstructingdesignstructuraldesign.Floareais4136.6m2thetotalofsixlayersbuildingheightof23.4mtheoverallframewkofreinfcedconcretestructures.Theprerequisiteofbuildingdesigntakesoffinov

6、erallplanningiscomprehensiveaccdingtotherequirementofdesignassignmentcertificatetoconsiderbaseenvironmentmakinghardwkingcancomprehensivetypeingconstructionmaterialbuildingequipment，buildingartisticeconomicetc..Eventually

7、determinedesignschemedrawbuildingconstructionpicture.StructuraldesignisthedefinitestructuralschemeonthefoundationofbuildingpreliminarydesignreasonablestructuralsystemThencarryoutstructuretoarrangepreliminaryestimationdef

8、initestructuralcomponentsizecarryoutstructuralcalculation.Thisschemeadoptsthecastinplaceframestructureofreinfcedconcrete.Aftercarryingoutloadcalculationcomponentsectionestimationoneredistributionactwiththecalculateofiter

9、ativemethodfcefthemostunfavourableliveloadwithmostthefceindisadvantageanalysesomatchtendoncalculation.Schemebasicfmtakesoffindependentfoundationwithcolumnstairsarethecastinplacebeamtypestairsofreinfcedconcrete.Entiresche

10、medesignaccdswithdesignstructuralrequirementbasicallyhavecertaincreativityreasonability.Inawditissuitablesafeeconomicuseconvenienceistheprincipleofdesigntwominuteshavereasonablespacecompactconnectionprimarysecondarydisti