【正文】 hen extracts using the apex deflection method the self oscillation cycle, according to the base shearing force law putation horizontal earthquake load function size, extracts with the D value law under the horizontal earthquake function gentle breeze load function the structure endogenic force (bending moment, shearing force, axle strength).With the delamination putation vertical load (dead load and live load) under the function structure endogenic force, carries on the endogenic force bination by the obtained endogenic force, again discovers most disadvantageous group of or a several group of endogenic force bination carries on Liang, the column matches the muscle to calculate and to draw a carries on the floor, the staircase, the foundation matches the muscle roofing for on person roofing, uses the bidirectional board foundation uses under the column the independent foundation, including load putation, foundation supporting capacity putation. Key words: structural design ； frames； antiseismic design； Foundation 遼寧地質(zhì)學(xué)院宿舍樓 III 目 錄 摘 要 ..................................................................................................................................... I Abstract ...................................................................................................................................... II 緒 論 ........................................................................................................................................ 1 一、工程概況 ............................................................................................................................ 1 （一）設(shè)計資料 ........................................................................................................................ 1 （查丹東建筑某任務(wù)書所得） ..................................................................... 1 ......................................................................................................................... 1 二、結(jié)構(gòu)設(shè)計說明 .................................................................................................................... 2 （一）概述 ................................................................................................................................ 2 （二）建筑平面設(shè)計 ................................................................................................................ 2 ................................................................................................................................. 2 ............................................................................................................................. 3 ............................................................................................................................. 3 ................................................................................................................................. 3 （三）建筑立面設(shè)計 ................................................................................................................ 4 （四）剖面設(shè)計 ........................................................................................................................ 5 ............................................................................................................. 5 （五）建筑細(xì)部具體構(gòu)造做法 ................................................................................................ 5 ......................................................................................................................... 5 ......................................................................................................................... 5 ......................................................................................................................... 6 ......................................................................................................................... 6 ..................................................................................................................... 6 ......................................................................................................... 6 ......................................................................................................................... 6 ......................................................................................................................... 7 ..................................................................................................................... 7 ：混凝土水泥沙漿面散水（帶墊層） ....................................................... 7 ：花崗石臺階 ............................................................................................... 7 三、結(jié)構(gòu)平面布置及計算簡圖的確定 .................................................................................... 8 遼寧地質(zhì)學(xué)院宿舍樓 IV （一）屋面及樓面永久荷載代表值計算 .............................................................................. 12 （不上人）： ......................................................................................... 12 ～ 5 層樓面均布荷載（樓梯、盥洗室、廁所除外）： ............................................ 12 ： ....................................................................................................... 12 、廁所均布荷載： ........................................................................................... 12 ............................................................................................................................... 12 （二）屋面及樓面可變荷載代表值計算 .............................................................................. 13 （三）梁、柱自重 (包括梁側(cè)、梁底、柱抹灰的重量 )標(biāo)準(zhǔn)值計算 ................................... 13 （四）墻體自重標(biāo)準(zhǔn)值計算 .................................................................................................. 13 （五）屋面女兒墻自重標(biāo)準(zhǔn)值計算 ........................................................