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設(shè)計(jì)指導(dǎo)書》 《畢業(yè)設(shè)計(jì)典例》 《本科畢業(yè)設(shè)計(jì)指導(dǎo)與算例》 交通科學(xué)與工程 學(xué)院 專業(yè)類 班 學(xué)生 畢業(yè)設(shè)計(jì)(論文)時(shí)間: 年 月 日至 年 月日 答辯時(shí)間: 年 月 日 成 績(jī): 指導(dǎo)教師: 兼職教師或答疑教師(并指出所負(fù)責(zé)部分): 系(教研室) 主任(簽字): 本人聲明 我聲明,本論文及其研究工作是由本人在導(dǎo)師指導(dǎo)下獨(dú)立完成的,在完成論文時(shí)所利用的一切資料均已在參考文獻(xiàn)中列出。通過(guò)手算與電算,對(duì)結(jié)構(gòu)尺寸、配筋進(jìn)行設(shè)計(jì),在此基礎(chǔ)上繪制工程圖紙。要求結(jié)構(gòu)設(shè)計(jì)部分選取一榀框架(活框架 —— 剪墻)手算,其它用電算完。 畢業(yè)設(shè)計(jì) (論文 ) 多層教學(xué)樓建筑和結(jié)構(gòu)設(shè)計(jì) 本科生畢業(yè)設(shè) 計(jì) (論文 ) 任務(wù)書 Ⅰ 、畢業(yè)設(shè)計(jì)(論文)題目: 多層教學(xué)樓建筑和結(jié)構(gòu)設(shè)計(jì) Ⅱ、畢業(yè)設(shè)計(jì)(論文)使用的原始資料(數(shù)據(jù))及設(shè)計(jì)技術(shù)要求: 應(yīng)用本科期間所學(xué)內(nèi)容,完成一幢北京地區(qū)的教學(xué)樓( 6 層, 6000~ 10000平米)的建筑方案設(shè)計(jì),建筑和結(jié)構(gòu)施工圖設(shè)計(jì)。提供相關(guān)設(shè)計(jì)構(gòu)思說(shuō)明、計(jì)算書及工程圖紙。 Ⅲ、畢業(yè)設(shè)計(jì)(論文)工作內(nèi)容: 查詢相關(guān)資料、規(guī)范,利用已學(xué)知識(shí),對(duì)教學(xué)樓的建筑形式、平面布置、結(jié)構(gòu)功能劃分進(jìn)行設(shè)計(jì),滿足使用、消防等要求。最后進(jìn)行論文撰寫,整理設(shè)計(jì)成果,整合圖紙制成圖集,整合成冊(cè),準(zhǔn)備最后的審查與畢業(yè)答辯。 作者: 簽字: 時(shí)間: 多層教學(xué)樓建筑和結(jié)構(gòu)設(shè)計(jì) 學(xué) 生: 指導(dǎo)教師: 摘 要 本文的畢業(yè)設(shè)計(jì)主要講述了的 教學(xué)樓 設(shè)計(jì)。畢業(yè)設(shè)計(jì)是土木工程專業(yè)的必修課程,我的 設(shè)計(jì)是教學(xué)樓設(shè)計(jì) ,設(shè)計(jì)采用 鋼筋混凝土 裝配整體式結(jié)構(gòu) ,建筑層數(shù)為 六 層,建筑總高度 , 總 建筑面積 ㎡ ,底層占地面積為 ㎡ 。 設(shè)計(jì)包括建筑部分和結(jié)構(gòu)部分 。 本方案主體結(jié)構(gòu)為縱向 承重框架。 電算階段使用 邁達(dá)斯進(jìn)行計(jì)算。 關(guān)鍵詞: 鋼筋混凝土 結(jié)構(gòu) ,框架結(jié)構(gòu), 荷載 ,裝配整體式 結(jié)構(gòu) The architectural design and structural design of a multiclassroom building Author : Tutor : Abstract This paper mainly tells about the design of a teaching building,including architectural design and structural thesis is pulsory for students majoring in civil thesis is about the design of a teaching building,which is a reinforced concrete prefabricated structured sixstoreyed building with a total height of ,a total area of square meters and a ground floor of square to the requirements of my project,seismic design must be considered,so the intensity for earthquake is 8 degrees ,the grade of antidetonation is 2. My design for this building includes constructional part,structural plans of every floor are based on the assignment main frame is a vertical loadbearing calculating the loads and estimating every sections of the ponents,I choose a onebay frame to constituents of the calculations are the selection of the size of the sections of beam columns,calculation of the rigidity of thread,calculations of dead loads and live loads,calculations of bending moment and shearing force of the extremities of the roof beams and columns under seismic actions,bination of frame interal forces,calculations of how to prepare steel for frame the Computing phase,I choose MIDAS to plete the puting tasks. As for the construction aspects,the construction method of prefabricated structures. Key words: Reinforced concrete structure,Frame structure,Loads,Prefabricated structure 目 錄 1 緒論 ........................................................................................................................................ 1 框架結(jié)構(gòu)的特點(diǎn)與應(yīng)用 .............................................................................................. 1 框架結(jié)構(gòu)的定義與分類 .................................................................................... 1 框架結(jié)構(gòu)的特點(diǎn)與應(yīng)用范圍 ............................................................................ 1 框架結(jié)構(gòu)的應(yīng)用范圍 ........................................................................................ 2 裝配整體式結(jié)構(gòu) .......................................................................................................... 2 裝配整體式結(jié)構(gòu)定義 ........................................................................................ 2 裝配整體式框架結(jié)構(gòu) ........................................................................................ 2 裝配式結(jié)構(gòu)的特點(diǎn)及發(fā)展 ................................................................................ 2 裝配整體式結(jié)構(gòu)的應(yīng)用 ..................................................................................... 3 2 建筑設(shè)計(jì) ................................................................................................................................ 3 工程概況 ...................................................................................................................... 3 建筑平面設(shè)計(jì) .............................................................................................................. 3 教室尺寸設(shè)計(jì) .................................................................................................... 4 教室內(nèi)部設(shè)計(jì) .................................................................................................... 5 教室高度設(shè)計(jì) .................................................................................................... 5 門窗設(shè)計(jì) ............................................................................................................ 6 平面布置的其他考慮 ........................................................................................ 6 立面設(shè)計(jì) ...................................................................................................................... 7 剖面設(shè)計(jì) ............................................................