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沈陽市英才小學(xué)綜合教學(xué)樓建筑結(jié)構(gòu)設(shè)計(jì)計(jì)算書(已修改)

2025-06-18 01:31 本頁面
 

【正文】 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 I 頁 沈陽市英才小學(xué)綜合教學(xué)樓建筑結(jié)構(gòu)設(shè)計(jì) 摘 要 本設(shè)計(jì)是沈陽市英才小學(xué)綜合教學(xué)樓建筑結(jié)構(gòu)設(shè)計(jì)。本設(shè)計(jì)采用鋼筋混凝土框架結(jié)構(gòu)。柱網(wǎng)布置為 ,層高為 。總高為 ,總長為 ,總寬度為 ,總建筑面積 4720 平方米。設(shè)有 18 個普通教室和多功能教室、微機(jī)室等輔助教學(xué)房間及行政辦公用房,采用單內(nèi)廊式平面組合。初定梁、柱截面尺寸,樓板的厚度,并驗(yàn)算是否滿足剛度要求,進(jìn)行重力荷載計(jì)算,水平地震作用下的框架的內(nèi)力分析,水平風(fēng)荷載作用下框架的內(nèi)力分析,豎向荷載作用下 橫向框架結(jié)構(gòu)的內(nèi)力分析,豎向荷載作用下橫向框架結(jié)構(gòu)的內(nèi)力計(jì)算,橫向框架內(nèi)力組合,選擇最不利的組合對梁、板、柱、基礎(chǔ)進(jìn)行配筋計(jì)算, 設(shè)計(jì)中遵循強(qiáng)柱弱梁,強(qiáng)剪弱彎的設(shè)計(jì)理念 ,并對樓梯進(jìn)行配筋計(jì)算等 。 關(guān)鍵詞: 教學(xué)樓; 柱網(wǎng)布置;框架結(jié)構(gòu);內(nèi)力組合;配筋計(jì)算 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 II 頁 The architectural and structural design of YingCai middle school one of teaching buildings in ShenYang Abstract This design is about one middle school teaching building in ShenYang. The layout of the columns is height of every floor is . And the total height of the building is total length is and total width is with a total floor space of 4720 square meters. There are 18 ordinary teaching room,and voice teaching rooms,puter rooms,assistant teaching building is designed by shaped and middle corrider type plane. Firstly I mainly assured the size of beam and column, the thickness of the floors. Then, I checked the desgin whether satisfy the rigidity or not. And then I calculated gravity load, under horizontal seismic of the internal forces of framework, under wind load of the internal forces of framework, horizontal framework structure of the internal forces under vertical load. And then, I did the bination of internal force of horizontal framework and assured the reinforcement of beams, columns, floors and foundations by the most disadvantage bination of internal force. Follow the weak roof beam of strong post in the design, cut the weak and curved design idea strongly,at the same time I did the calculation of the stairs, rain shelter and so on. Keywords: teaching building, arrangement of columns, framework, bination of internal force, calculation of reinforcement 目 錄 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 III 頁 ..................................................................................................................................... 1 設(shè)計(jì)理念 .......................................................................................................................... 1 混凝土的組成與分類 .................................................................................................... 1 混凝土的優(yōu)點(diǎn)及缺點(diǎn) .................................................................................................... 2 混凝土的發(fā)展 ................................................................................................................ 2 ........................................................................................................................... 4 建筑設(shè)計(jì)總說明 ............................................................................................................ 4 設(shè)計(jì)原始數(shù)據(jù) ................................................................................................................ 4 平面設(shè)計(jì) ........................................................................................................................ 4 立面設(shè)計(jì) ........................................................................................................................ 5 剖面設(shè)計(jì) ........................................................................................................................ 5 建筑做法 ........................................................................................................................ 5 一些主要構(gòu)造的做法 .................................................................................................... 5 ........................................................................................................................... 8 結(jié)構(gòu)設(shè)計(jì)說明 ................................................................................................................ 8 設(shè)計(jì)依據(jù) ................................................................................................................. 8 自然條件 ................................................................................................................. 8 設(shè)計(jì)荷載 ................................................................................................................. 8 一般說明 ................................................................................................................. 9 各部分結(jié)構(gòu)構(gòu)件材料強(qiáng)度等級 ............................................................................. 9 結(jié)構(gòu)抗震等級 ......................................................................................................... 9 結(jié)構(gòu)設(shè)計(jì)與計(jì)算 ............................................................................................................ 9 框架結(jié)構(gòu)布置 ....................................................................................................... 10 估算板、梁、柱的截面尺寸 . .............................................................................. 10 板的厚度 h的確定 ............................................................................................... 10 梁的截面尺寸 ....................................................................................................... 10 柱的截面尺寸確定 ............................................................................................... 11 基本假定與計(jì)算簡圖 .................................................................................................. 12 基本假定 ............................................................................................................... 12 計(jì)算簡圖 ............................................................................................................... 12 重力荷載計(jì)算 .............................................................................................................. 13 屋面及樓面的恒荷載標(biāo)準(zhǔn)值(面荷載) ............................................
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