【正文】 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 1 摘要 本設(shè)計(jì)為 5層 XX 學(xué)校 教學(xué)樓，結(jié)合建筑設(shè)計(jì)并考慮住宅建筑的特點(diǎn)，該建筑采用了鋼筋混凝土框架結(jié)構(gòu)。房屋建筑抗震等級(jí)是 三 級(jí)，地震烈度是 八 度。該設(shè)計(jì)包括建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)和基礎(chǔ)設(shè)計(jì)。 建筑設(shè)計(jì)部分包括建筑的平面、立面和剖面設(shè)計(jì)，主要解決建筑平面布局和立面造型問(wèn)題，此外對(duì)一些細(xì)部尺寸進(jìn)行了設(shè)計(jì)。 結(jié)構(gòu)設(shè)計(jì)部分主要由內(nèi)力計(jì)算和截面設(shè)計(jì)組成。內(nèi)力計(jì)算部分首先由基本資料計(jì)算水平地震 作用 和豎向重力荷載，主要運(yùn)用了 “ 力矩分配法 ” 、 “ D 值法 ” 等方法。之后進(jìn)行荷載組合，并且根據(jù)其進(jìn)行截面設(shè)計(jì)和計(jì)算，主要包括構(gòu)件截面尺寸設(shè) 計(jì)以及構(gòu)件配筋設(shè)計(jì)。 本建筑基礎(chǔ)形式選用柱下獨(dú)立基礎(chǔ) 和聯(lián)合基礎(chǔ) 。 在設(shè)計(jì)過(guò)程中，根據(jù)國(guó)家最新規(guī)范和土木工程設(shè)計(jì)中的各種要求進(jìn)行計(jì)算，并運(yùn)用 Auto CAD 等制圖軟件進(jìn)行輔助設(shè)計(jì)和繪圖。 關(guān)鍵詞 ： 教學(xué)樓 ；框架結(jié)構(gòu)；抗震設(shè)計(jì) 。 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 2 Abstract This paper is designed for 5storey Elementary school classroom building, the union architectural design and considered the residential building the characteristic, this building has used the concrete portal frame construction earthquake resistance rank is three levels, the earthquake intensity is 8 degrees. This design including architectural design , structural design and foundation design. The architectural design part including the architectural plane, building elevation and profile design, mainly cope with the problems of the plane layout and facade formation, and designed to some detailed dimensions. The structural design part mainly posed by internal force calculation and crosssection design. The internal force calculation part calculated the horizontal seismic load and the vertical gravity load by the basic data, which mainly used the methods of “Moment of force method of distribution”, “D value method” etc. Then to do the crosssection design and calculation on the base of load bination, which including section size of the ponents and reinforcing bars design. This building foundation adopts independent foundation under the column. This design is in accordance with every stipulations of the national latest specifications and civil engineering design and to do aided design and draft using graphics software such as Auto CAD etc. Key words: school classroom； frame construction； seismic design. 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 3 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 1 目 錄 建筑部分 目 錄 .......................................................... 1 1. 建筑設(shè)計(jì) .................................................... 1 工程概況 .................................................... 1 設(shè)計(jì)資料 .................................................... 1 設(shè)計(jì)概要 .............................................. 1 建筑立面剖面設(shè)計(jì) ...................................... 2 裝飾 .................................................. 3 關(guān)于防火的設(shè)計(jì) ........................................ 3 總體信息 .............................................. 3 構(gòu)造做法 .................................................... 3 屋面做法 .............................................. 3 門窗 ........................................................ 3 設(shè)計(jì)依據(jù) .................................................... 4 結(jié)構(gòu)部分 2. 工程概況 .................................................... 5 工程簡(jiǎn)介 .................................................... 5 結(jié)構(gòu)設(shè)計(jì)概況 ................................................ 5 工程地質(zhì)條件 .......................................... 5 設(shè)計(jì)荷載 .............................................. 6 3. 框架結(jié)構(gòu)布置與計(jì)算簡(jiǎn)圖 ........................................ 6 結(jié)構(gòu)布置 .................................................... 6 框架計(jì)算簡(jiǎn)圖及梁柱線剛度 .................................... 7 梁柱截面尺寸估算 ...................................... 7 確定框架計(jì)算簡(jiǎn)圖 ...................................... 8 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 2 框架梁柱的線剛度計(jì)算 .................................. 8 4. 荷載計(jì)算 ................................................... 11 恒荷載標(biāo)準(zhǔn)值計(jì)算 ........................................... 11 活荷載標(biāo)準(zhǔn)值計(jì)算 ........................................... 13 豎向荷載作用下框架受荷總圖 ................................. 13 5. 風(fēng)荷載作用下內(nèi)力計(jì)算 ........................................ 18 風(fēng)荷載作用下的位移計(jì)算 ..................................... 18 橫向 D 值的計(jì)算 ....................................... 18 風(fēng)荷載作用下框架側(cè)移計(jì)算 ............................. 19 風(fēng)荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 ............................... 20 6. 地震作用內(nèi)力計(jì)算 ............................................ 27 重力荷載代表值計(jì)算 ......................................... 27 頂層重力荷載標(biāo)準(zhǔn)值 ................................... 27 標(biāo)準(zhǔn)層重力荷載標(biāo)準(zhǔn)值 ................................. 27 底層重力荷載標(biāo)準(zhǔn)值 ................................... 28 框架柱抗側(cè)剛度 D 和結(jié)構(gòu)基本自振周期 ......................... 28 D 值的計(jì)算 ........................................... 29 結(jié)構(gòu)基本自振周期計(jì)算 ................................. 29 水平地震作用計(jì)算 ........................................... 30 .................................................... 38 恒荷載作用下梁柱的內(nèi)力計(jì)算 ................................. 38 恒載標(biāo)準(zhǔn)值用下的固端彎矩 ............................. 38 活荷載作用下梁的內(nèi)力計(jì)算 ................................... 45 .................................................... 50 框架柱內(nèi)力組合 ............................................. 50 內(nèi)力 組合計(jì)算表 ....................................... 50 框架梁的內(nèi)力組合 ............................ 錯(cuò)誤 !未定義書簽。 內(nèi)力組合計(jì)算表 ........................ 錯(cuò)誤 !未定義書簽。 9. 框架柱梁配筋計(jì)算 ............................................ 56 框架柱截面設(shè)計(jì) ............................................. 56 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 3 框架柱截面的計(jì)算與配筋計(jì)算 ................................. 56 軸壓比驗(yàn)算 ........................................... 56 截面尺寸復(fù)核 ......................................... 56 正截面受彎承載力計(jì)算 ................................. 56 斜截面受剪承載力計(jì)算 ................................. 62 框架柱的裂縫寬度驗(yàn)算 ................................. 63 框架梁截面設(shè)計(jì) ............................................. 64 正截面受彎承載力計(jì)算 ................................. 64 斜 截面受剪承載力計(jì)算 ................................. 66 ................................................ 68 樓面板設(shè)計(jì) ................................................ 68 設(shè)計(jì)資料 ............................................ 68 樓面板的設(shè)計(jì) ........................................ 68 11. 樓梯計(jì)算 ........