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畢業(yè)論文設(shè)計(jì):丹東新區(qū)工商局辦公樓設(shè)計(jì)-展示頁

2025-06-15 19:27本頁面
  

【正文】 ................................................................................................... 3 (二)結(jié)構(gòu)選型和布置 .................................................................................................... 3 1.結(jié)構(gòu)選型 .............................................................................................................. 3 2.結(jié)構(gòu)布置 .............................................................................................................. 3 3.初估截面尺寸 ...................................................................................................... 4 (三)框架計(jì)算簡(jiǎn)圖 ........................................................................................................ 5 1.計(jì)算簡(jiǎn)圖說明 ...................................................................................................... 5 2.框架梁、柱截面特征 .......................................................................................... 5 3.框架梁、柱的線剛度計(jì)算 .................................................................................. 6 (四)荷載計(jì)算 ................................................................................................................ 8 1.恒荷載標(biāo)準(zhǔn)值計(jì)算 .............................................................................................. 8 2.活荷載標(biāo)準(zhǔn)值計(jì)算 ............................................................................................ 10 (五)豎向荷載作用下框架受載總圖 .......................................................................... 11 1. AB,CD 軸間框架梁 ........................................................................................ 11 2. BC 軸間框架梁 ................................................................................................ 12 3. A,D 軸柱縱向集中荷載的計(jì)算 ........................................................................ 12 4. B,C 軸柱縱向集中荷載的計(jì)算 ......................................................................... 13 (六)水平地震作用計(jì)算及內(nèi)力位移分析 .................................................................. 16 1.重力荷載標(biāo)準(zhǔn)值 計(jì)算 ........................................................................................ 16 2.重力荷載代表值計(jì)算 ........................................................................................ 18 丹東新區(qū)工商局辦公樓設(shè)計(jì) V 3.等效總重力荷載代表值計(jì)算 ............................................................................ 19 4.橫向框架側(cè)移剛度計(jì)算 .................................................................................... 19 5.橫向自振周期計(jì)算 ............................................................................................ 20 6.水平地震作用力及樓層剪力 ............................................................................ 20 7.水平地震作用下的位移驗(yàn)算 ............................................................................ 21 8.水平地震作用下的框架內(nèi)力計(jì)算 .................................................................... 22 (七)框架在豎向荷載作用下的內(nèi)力分析 .................................................................. 27 1.恒載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 ........................................................................ 27 2.活載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 ........................................................................ 33 3.梁端彎矩調(diào)幅 .................................................................................................... 36 (八)內(nèi)力組合 .............................................................................................................. 39 1.梁內(nèi)力組合 ........................................................................................................ 39 2.柱內(nèi)力組合 ........................................................................................................ 44 (九)截面設(shè)計(jì)與配筋計(jì)算 ........................................................................................... 49 1.框架梁截面設(shè)計(jì) ................................................................................................ 49 2.框架柱截面設(shè)計(jì) ................................................................................................ 54 (十)現(xiàn)澆樓板配筋計(jì)算 .............................................................................................. 60 1.荷載計(jì)算 ............................................................................................................ 60 2.彎矩計(jì)算 ............................................................................................................ 60 3.板內(nèi)力計(jì)算 ........................................................................................................ 60 4.支座內(nèi)力計(jì)算 .................................................................................................... 63 5.截面設(shè)計(jì) ............................................................................................................ 64 (十一)樓梯設(shè)計(jì) .......................................................................................................... 66 1.梯段板 TB1 設(shè)計(jì) ............................................................................................... 67 2.平臺(tái)板 PTB1 設(shè)計(jì) ............................................................................................. 68 3.平臺(tái)板 PTB2 設(shè)計(jì) ............................................................................................. 69 4.平臺(tái)梁 TL1 設(shè)計(jì) ............................................................................................... 70 (十二)雨篷設(shè)計(jì) .......................................................................................................... 71 1.荷載計(jì)算 ............................................................................................................ 71 2.荷載組合 ............................................................................................................ 71 3.內(nèi)力計(jì)算 ............................................................................................................ 71 (十三)基礎(chǔ)設(shè)計(jì) .......................................................................................................... 72 丹東新區(qū)工商局辦公樓設(shè)計(jì) VI 1.設(shè)計(jì)資料 ......................................................................................................
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