層行政辦公樓畢業(yè)設(shè)計(jì)

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1、學(xué)號_0906131031畢業(yè)論文（設(shè)計(jì)）課題職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計(jì)學(xué)生姓名宋志堅(jiān)學(xué)院建筑工程學(xué)院專業(yè)班級土木工程專業(yè)09級本科二班指導(dǎo)教師盧傲云二0一三年五月宋志堅(jiān)：職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計(jì)職業(yè)技術(shù)學(xué)院辦公樓框架結(jié)構(gòu)設(shè)計(jì)摘要本設(shè)計(jì)為職業(yè)技術(shù)學(xué)院教學(xué)辦公樓結(jié)構(gòu)設(shè)計(jì)，四層框架結(jié)構(gòu)。本地區(qū)抗震設(shè)防烈度為7度，場地類別為二類場地，，為。樓﹑屋蓋均為現(xiàn)澆鋼筋混凝土結(jié)構(gòu)。本設(shè)計(jì)貫徹“”的設(shè)計(jì)原則。按照建筑設(shè)計(jì)規(guī)范，認(rèn)真考慮了影響設(shè)計(jì)的各項(xiàng)因素。本設(shè)計(jì)選取了結(jié)構(gòu)方案中的一榀橫向框架進(jìn)行設(shè)計(jì)。先進(jìn)行層間荷載代表值的計(jì)算,接著利用頂點(diǎn)位移法求出自震周期，進(jìn)而按計(jì)算水平地震荷載作用下大小，同時(shí)計(jì)算出結(jié)構(gòu)在

2、下的荷載大小，進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）。接著計(jì)算作用下的結(jié)構(gòu)內(nèi)力。找出最不利的一組或幾組內(nèi)力組合。選取最安全的結(jié)果計(jì)算配筋并繪圖。此外還進(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計(jì)，完成了平臺板，梯段板，平臺梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制。整個(gè)設(shè)計(jì)過程中，嚴(yán)格遵循相關(guān)的專業(yè)規(guī)范，參考相關(guān)資料和有關(guān)最新的國家標(biāo)準(zhǔn)圖集，對設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn)行綜合全面科學(xué)的考慮?？傊踩?shí)用、經(jīng)濟(jì)、美觀是本設(shè)計(jì)的原則。設(shè)計(jì)計(jì)算整個(gè)過程中綜合考慮了抗震要求、技術(shù)經(jīng)濟(jì)指標(biāo)和施工工業(yè)化的要求。關(guān)鍵詞：建筑設(shè)計(jì)，框架結(jié)構(gòu)；抗震設(shè)計(jì)；荷載統(tǒng)計(jì)；內(nèi)力組合宋志堅(jiān)：職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計(jì)Abstrac

3、tVocationalschoolbuilding,usingthisasafour-storyframestructuredesign,architecturallayers.Thisregionseismicintensityof7degrees,sitecategorytypevenue,thebasicwindpressure,thebasicsnowpressure.Floors,roofsusingcastin-situreinforcedconcretestructure.Thisdesignistoachieve"safe,practical,economic,aestheti

4、c"designprinciples.Accordingtothebuildingdesignstandards,carefullyconsidervariousfactorsdesigns.Thisdesignchoicelateralframeworkprogramdesign.Betweenthefirstlayerandthelayerloadcalculation,itmeansthatthevalueofusingvertexdisplacementmethod,andthencutfromthebottomoftheseismiccyclemethodtocalculatethe

5、sizeofhorizontalseismicload,windloadandcalculatethestructure,andthenfindloadsofloadlevelstructuralforces(bendingmoment,shearforceandtheaxialforce)insize.Thencalculatetheverticalload(deadloadandliveload)undertheactionoftheforcestructure.Identifythemostunfavorableforceofagrouporseveralgroupsofcombinat

6、ions.Selectthesecurityreinforcementandcalculatedresultsanimatedadditiontoanindoorstaircasestructuredesign,completeflatbedboard,benchboards,platformsbeamforcesandreinforcementcalculationandconstructiondrawingsandothercomponents.Throughoutthedesignprocess,instrictcompliancewiththerelevantprofessional

7、regulations,refertotherelevantmaterialsandthelatestnationalstandardsrelatedtoallaspectsofAtlasdesign,integratedcomprehensivescientificconsiderations.Inshort,safe,practical,economic,aestheticdesignprin