五層教學(xué)樓畢業(yè)設(shè)計計算書-全文預(yù)覽

　　

【正文】 ..........................................................................................65 框架梁正截面配筋計算 ...................................................................................65 框架梁斜截面受剪承載力計算 .......................................................................67 框架柱的配筋計算 .................................................................................................68 框架柱斜截面受剪承載力計算 .......................................................................76 裂縫驗算 .................................................................................................................79 受彎構(gòu)件裂縫驗算 ...........................................................................................79 偏心受壓構(gòu)件裂縫驗算 ...................................................................................819. 樓梯設(shè)計 ....................................................................................................................82 樓梯板計算 ..............................................................................................................82 基本信息 ...........................................................................................................82 幾何參數(shù) ...........................................................................................................82 材料信息 ...........................................................................................................83 計算過程 ...........................................................................................................83 4 計算結(jié)果：(為每米寬板帶的配筋) ................................................................84 平臺板計算 ..............................................................................................................84 平臺板荷載計算 ...............................................................................................84 平臺板截面設(shè)計 ...............................................................................................84 平臺梁計算 ..............................................................................................................85 平臺梁荷載計算 ...............................................................................................85 平臺梁截面設(shè)計 ...............................................................................................8510. 基礎(chǔ)設(shè)計 ..................................................................................................................87 設(shè)計參數(shù) ................................................................................................................87 幾何參數(shù) .........................................................................................................87 荷載值 .............................................................................................................88 材料信息 .........................................................................................................88 基礎(chǔ)幾何特性 .................................................................................................88 計算過程 ................................................................................................................89 修正地基承載力 .............................................................................................89 軸心荷載作用下地基承載力驗算 .................................................................89 偏心荷載作用下地基 .....................................................................................89 基礎(chǔ)抗沖切驗算 .............................................................................................90 基礎(chǔ)受彎計算 .................................................................................................90 計算結(jié)果 ................................................................................................................91 X 方向彎矩驗算結(jié)果 ...................................................................................91 Y 方向彎矩驗算結(jié)果 ...................................................................................92參考文獻 ..........................................................................................................................93致謝 ....................................................................................................................................94聊城大學(xué)本科畢業(yè)設(shè)計1輔助教學(xué)樓設(shè)計（框架結(jié)構(gòu)）建筑部分第一部分：建筑設(shè)計 總平面設(shè)計本工程總建筑面積 4617 ，層數(shù)為五層，層高 。s mecahnical are many advantages of reinforced concrete frame structure,such as flexible arrangement of space,a certain level of lateral force resisting system and wonderful earthquake resistance of kind of structure can be used in schools, hospitals,hotels,residential and some industrial plants This design is a scheme of a Teaching Building it includes two partsarchitecture design and structure design. In the architecture design. In the architecture design and structure designing the architecture design, I pressively consider the base averment using faction, structure type, construction building materials equipment architecture economy and architecture economy and architecture art act. Then I mainly solve using space in this building and coordination between inside and outside conditions. In the structure design, determine the structure design based on architecture first design. Select the right structure type. Precede structure arrangement and sizes of structure ponents to calculate. All work about calculation including load estimation deform test. Mechanics analysis and selection design, In the end, drawing all the blueprints of architecture construction and structure constructor.key word: Frame structure 。結(jié)構(gòu)計算包括荷載計算、變形驗算、內(nèi)力分析及截面設(shè)計，并繪制相關(guān)的結(jié)構(gòu)施工圖。本次畢業(yè)設(shè)計是一幢教學(xué)樓設(shè)計，包括建筑設(shè)計和結(jié)構(gòu)設(shè)計兩部分內(nèi)容。畢業(yè)設(shè)計應(yīng)于 2022 年 5 月20 日前完成后交學(xué)院，由指導(dǎo)教師和評閱人分別評閱后提交畢業(yè)設(shè)計答辯委員會。（1）建筑（手繪一套、autocad 繪制一套）：建筑設(shè)計總說明（打印），建筑平面圖 3 張，建筑立面圖 3 張，建筑剖面圖 1 張，屋頂平面圖 1 張，節(jié)點詳圖 3 個。2）樓板的設(shè)計：選取首層或標(biāo)準層中有代表性的 1 層進行手算設(shè)計分析。（基礎(chǔ)平面圖和基礎(chǔ)詳圖、標(biāo)準層結(jié)構(gòu)平面布置圖、標(biāo)準框架施工圖、樓梯詳圖等）。計算內(nèi)容包括：（1）在建筑中選擇一榀框架進行內(nèi)力計算（考慮地震作用及其組合），確定截面、計算簡圖、荷載分析、內(nèi)力計算、內(nèi)力組合及截面