【正文】 ess 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 main calculation includes gravity load calculation, frame lateral poise calculation, lateral load frame structure of the internal force and lateral calculation, Under the vertical load of the internal force redistribution of the frame structure calculation, section design , Floor calculation and so on. As for the good geological conditions and soil bearing capacity, we use an independent foundation of reinforced concrete column. Seismic building intensity of location is 7 degrees, considering the level of seismic action, without considering the effect on vertical earthquake. According to the engineering geological conditions, frozen soil depth, and the state of the groundwater prehensive consideration, basic buried deeply m. Overall, according to the relevant national norms, referring to the standard atlas, the main structural elements, are pleted with handcounted, others are with PKPM Computer Software auxiliary to plete the building design. Key words: students apartment。 load calculation III 目 錄 摘 要 ..................................................................................................................................... I Abstract ...................................................................................................................................... II 1 工程概況 ................................................................................................................................ 1 設(shè)計(jì)資料 ..................................................................................................................... 1 基本資料 .......................................................................................................... 1 自然條件 .......................................................................................................... 1 設(shè)備條件 .......................................................................................................... 1 地質(zhì) 條件 ........................................................................................................... 1 2 建筑設(shè)計(jì)方案 ........................................................................................................................ 2 平面設(shè)計(jì) ..................................................................................................................... 2 使用功能的平面設(shè)計(jì) ...................................................................................... 2 功能組織與平面組合設(shè)計(jì) ............................................................................... 3 剖面設(shè)計(jì) ..................................................................................................................... 5 房間的高度 ...................................................................................................... 5 建筑空間的組合和利用 .................................................................................. 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)類型 .......................................................................................................... 7 細(xì)部做法及說明 ............................................................................................... 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、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 ...................