【四層】5000平米框架結(jié)構(gòu)高校教學(xué)樓（設(shè)計(jì)建筑圖、結(jié)構(gòu)圖、計(jì)算書(shū)）

【四層】5000平米框架結(jié)構(gòu)高校教學(xué)樓（設(shè)計(jì)建筑圖、結(jié)構(gòu)圖、計(jì)算書(shū)）,【溫馨提示】壓縮包內(nèi)含CAD圖有預(yù)覽點(diǎn)開(kāi)可看。打包內(nèi)容里dwg后綴的文件為CAD圖,可編輯,無(wú)水印,高清圖,壓縮包內(nèi)文檔可直接點(diǎn)開(kāi)預(yù)覽,需要原稿請(qǐng)自助充值下載,所見(jiàn)才能所得,請(qǐng)細(xì)心查看有疑問(wèn)可以咨詢QQ：11970985或197216396 南京理工大學(xué)土木工程學(xué)院畢業(yè)設(shè)計(jì)說(shuō)明書(shū)(論文)作 者:李娜學(xué) 號(hào)：0704530105學(xué)院(系):土木工程學(xué)院專 業(yè):土木工程題 目:常州市某職業(yè)技術(shù)學(xué)院教學(xué)樓建筑及結(jié)構(gòu)設(shè)計(jì)講師嚴(yán)衛(wèi)華指導(dǎo)者： 評(píng)閱者： 2011 年 4 月畢業(yè)設(shè)計(jì)說(shuō)明書(shū)（論文）中文摘要本次畢業(yè)設(shè)計(jì)的目的是對(duì)大學(xué)四年以來(lái)所學(xué)的知識(shí)進(jìn)行一次系統(tǒng)的復(fù)習(xí)和總結(jié)，以檢驗(yàn)四年來(lái)對(duì)專業(yè)知識(shí)的掌握程度，同時(shí)能進(jìn)一步鞏固和系統(tǒng)化所學(xué)的知識(shí)，為今后的學(xué)習(xí)工作打下良好的基礎(chǔ)。本次設(shè)計(jì)課題為常州市某職業(yè)技術(shù)學(xué)院教學(xué)樓建筑及結(jié)構(gòu)設(shè)計(jì)。該工程的建筑面積約為5125，共4層，層高為3.9m，結(jié)構(gòu)形式為鋼筋混凝土框架結(jié)構(gòu)，抗震要求為7度設(shè)防。設(shè)計(jì)內(nèi)容包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)，結(jié)構(gòu)設(shè)計(jì)時(shí)取第軸橫向框架進(jìn)行計(jì)算。本論文包括以下內(nèi)容： 建筑說(shuō)明；PKPM建模；一榀框架內(nèi)力計(jì)算、內(nèi)力組合及截面設(shè)計(jì)；基礎(chǔ)的計(jì)算；現(xiàn)澆板，次梁和樓梯的計(jì)算。該設(shè)計(jì)具有以下特點(diǎn)：一在考慮建筑，結(jié)構(gòu)要求的同時(shí)考慮了施工要求及可行性；二 針對(duì)不同的荷載特點(diǎn)采用不同的計(jì)算方法，對(duì)所學(xué)知識(shí)進(jìn)行了系統(tǒng)全面的復(fù)習(xí)；三 框架計(jì)算中運(yùn)用了理論公式計(jì)算又運(yùn)用了當(dāng)前工程設(shè)計(jì)中常用的近似計(jì)算方法；四 利用電算對(duì)結(jié)果進(jìn)行了校核，使計(jì)算結(jié)果更加令人信服。關(guān)鍵詞 建筑設(shè)計(jì) 結(jié)構(gòu)設(shè)計(jì) 鋼筋混凝土框架結(jié)構(gòu)荷載 內(nèi)力 截面設(shè)計(jì)畢業(yè)設(shè)計(jì)說(shuō)明書(shū)（論文）外文摘要Title The Middle School Design In Changzhou AbstractThis article is to explain a design of a 4-storey-teaching building in XX shool.The building is reinforced concrete frame structure.It is 3.9 meters of every story and the total area is about 6500 square meters.The thesis is written for the whole process of the complete design program,including the following parts:Determination of the structure;The calculation of Load,including dead load,live load,wind load and earthquake load;Interior force calculation and,consititute of the lateral frame and the cross sections design of the components;The structural design of foundation ,stair and slabs;The result of computer calculation;The end words and the references.The thesis is of some own characters:With the consideration of architecture and structure requirements,it also considers the construction requirements and feasibility;It applies different methods of structural calculation,aiming to different loads;It applies theories formulation and practical formulation in the calculation of certain framework;It offers the methods of compututation to check the result.Keywords architectural design structural design reinforced concrete frame structure load interior force cross sections design