【正文】 ..................................................................... 5 立面設(shè)計(jì) ..................................................................................................................... 6 立面造型設(shè)計(jì) .................................................................................................. 6 立面顏色設(shè)計(jì) .................................................................................................. 7 材料做法 ..................................................................................................................... 7 基礎(chǔ)類(lèi)型 .......................................................................................................... 7 細(xì)部做法及說(shuō)明 ............................................................................................... 7 3 結(jié)構(gòu)設(shè)計(jì)方案 ........................................................................................................................ 8 結(jié)構(gòu)方案及布置 ......................................................................................................... 8 結(jié)構(gòu)類(lèi)型及布置 ............................................................................................... 8 柱網(wǎng)布置 .......................................................................................................... 9 材料選擇 ........................................................................................................... 9 設(shè)計(jì)活荷載 ....................................................................................................... 9 結(jié)構(gòu)構(gòu)件尺寸設(shè)計(jì) .................................................................................................... 11 梁截面估算 ..................................................................................................... 11 柱截面估算 ..................................................................................................... 11 IV 4 設(shè)計(jì)計(jì)算 ............................................................................................................................... 13 重力荷載計(jì)算 ............................................................................................................ 13 屋面及樓面的永久荷載標(biāo)準(zhǔn)值 ..................................................................... 13 屋面及樓面可變荷 載標(biāo)準(zhǔn)值 ......................................................................... 13 梁、柱、墻、門(mén)、窗重力荷載計(jì)算 ............................................................. 13 重力荷載代表值 ............................................................................................. 15 框架側(cè)移剛度計(jì)算 .................................................................................................... 16 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ................................................ 18 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ..................................... 18 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ............................................. 26 豎向荷載下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ............................................................................ 33 橫向框架內(nèi)力計(jì)算 ......................................................................................... 33 橫向框架內(nèi)力組合 ......................................................................................... 43 截面設(shè)計(jì) .................................................................................................................... 48 框架梁 ............................................................................................................. 48 . 框架柱 ............................................................................................................ 51 5 樓板 計(jì)算 .............................................................................................................................. 55 結(jié)構(gòu)布置 .................................................................................................................... 55 結(jié)構(gòu)計(jì)算 ................................................................................................................. 55 樓板配筋 ................................................................................................................... 56 6 基礎(chǔ)計(jì)算 .............................................................................................................................. 57 荷載計(jì)算 .................................................................................................................... 57 確定基礎(chǔ)底面尺寸（由標(biāo)準(zhǔn)組合確定） ............................................................... 58 地 基承載力驗(yàn)算（采用標(biāo)準(zhǔn)組合） ........................................................................ 58 基礎(chǔ)剖面尺寸的確定 ................................................................................................ 59 沖切驗(yàn)算（采用基本組合） .................................................................................... 60 柱邊抗沖切驗(yàn)算 ............................................................................................ 61 柱邊及變階處彎矩計(jì)算（按基本組合確定） ........................................................ 62 配筋計(jì)算 ................................................................................................................... 64 結(jié) 語(yǔ) .................................................................................................................................. 65 參 考 文 獻(xiàn) ............................................................................................................................ 66 致 謝 .................................................................................................................................. 67 –1– 1 工程概況 設(shè)計(jì)資料 基本資料 擬建大連工業(yè)大學(xué) 5學(xué)生公寓建筑結(jié)構(gòu)設(shè)計(jì)，采用鋼筋混凝土框架結(jié)構(gòu)，主體結(jié)構(gòu)共 6 層，總建筑面積 5124m2 ，其設(shè)計(jì)使用年限為 50 年，設(shè)計(jì)標(biāo)高為 (1)本工程標(biāo)高均為結(jié)構(gòu)標(biāo)高； (2)施工圖除標(biāo)高以米為單位外，其余尺寸均以毫米為單位。 architectural design。 vertical layout is also regular, continuous, and no stiffness and stress concentration.. The line structure of power transmission as a whole is clear, reasonable force, in line with specifications of the building structural system uses the reinforced concrete frame structure. The m