【正文】 平面組合設(shè)計(jì) 分析各個(gè)單間和交通聯(lián)系不封的使用要求及平面設(shè)計(jì)之后， 把 他 們 組 合 起 來(lái)，使之成為 功 能 合 理 、 使 用 方 便 、 體 型 簡(jiǎn) 潔 、 構(gòu) 圖 完 美 與 環(huán) 境 協(xié) 調(diào) 的 建 筑 物，這就是 組 合 設(shè) 計(jì) 。 無(wú)論何種建筑物，都是由各種房間、走廊、門廳、樓、電梯等組成。 關(guān)鍵詞 ： 建筑設(shè)計(jì)， 框架結(jié)構(gòu) ； 抗震設(shè)計(jì) ； 荷載統(tǒng)計(jì) ； 內(nèi)力組合 銅陵學(xué)院畢業(yè)論文（設(shè)計(jì)） Abstract Vocational school building, using this as a fourstory frame structure design, architectural layers. This region seismic intensity of 7 degrees, site category type venue, the basic wind pressure, the basic snow pressure. Floors, roofs using cast insitu reinforced concrete structure. This design is to achieve safe, practical, economic, aesthetic design principles. According to the building design standards, carefully consider various factors designs. This design choice lateral framework program design. Between the first layer and the layer load calculation, it means that the value of using vertex displacement method, and then cut from the bottom of the seismic cycle method to calculate the size of horizontal seismic load, wind load and calculate the structure, and then find loads of load level structural forces (bending moment, shear force and the axial force) in size. Then calculate the vertical load (dead load and live load) under the action of the force structure. Identify the most unfavorable force of a group or several groups of binations. Select the security reinforcement and calculated results animated addition to an indoor staircase structure design, plete flat bed board, bench boards, platforms beam forces and reinforcement calculation and construction drawings and other ponents. \ Throughout the design process, in strict pliance with the relevant professional regulations, refer to the relevant materials and the latest national standards related to all aspects of Atlas design, integrated prehensive scientific considerations. In short, safe, practical, economic, aesthetic design principles. The whole process of design calculations considering seismic requirements, technical and economic indicators and industrialized construction requirements. Keywords: Architectural design ； Frame structure。 先進(jìn)行 層間荷載代表值的計(jì)算 ,接著利用頂點(diǎn)位移法求出自震周期，進(jìn)而按 底 部 剪 力 法 計(jì)算水平地震荷載作用下大小，同時(shí)計(jì)算出結(jié)構(gòu)在 風(fēng) 荷 載 作 用 下的荷載大小， 進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪 力、軸力）。 本地區(qū)抗震設(shè)防烈度為7度 ，場(chǎng)地類別為 二 類場(chǎng)地， 基 本 風(fēng) 壓 為 /kN m ， 基 本 雪 壓 為 /kN m 。 選取最安 全的結(jié)果計(jì)算配筋并繪圖。 Endogenic force bination 宋志堅(jiān)：職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計(jì) 目 錄 第一章 建筑設(shè)計(jì)說(shuō)明 ............................................................................................................. 1 平面設(shè)計(jì) ................................................................................................................................................................... 1 使用部分平面設(shè)計(jì) ................................................................................................................................... 1 交通聯(lián)系部分設(shè)計(jì) ................................................................................................................................... 1 平面組合設(shè)計(jì) .............................................................................................................................................. 2 剖面設(shè)計(jì) .................................................................................................................................................................. 2 立面設(shè)計(jì) .................................................................................................................................................................. 2 樓板層和地面 ....................................................................................................................................................... 2 基礎(chǔ)和地基 ............................................................................................................................................................ 3 交通聯(lián)系部分的設(shè)計(jì) ....................................................................................................................................... 3 樓梯設(shè)計(jì) ........................................................................................................................................................ 3 門廳的設(shè)計(jì) ................................................................................................................................................... 3 室外臺(tái)階 ........................................................................................................................................................ 4 門和窗的設(shè)計(jì) .............................................................................................................................................. 4 其它設(shè)計(jì) .................................................................................................................................................................. 4 散水設(shè)計(jì) ........................................................................................................................................................ 4 勒腳的設(shè)計(jì) ................................................................................................................................................... 4 女兒墻設(shè)計(jì) ................................................................................................................................................... 5 第二章 結(jié)構(gòu)設(shè)計(jì)說(shuō)明 ................................................................................................................................................. 6 材料要求 ................................................................................................................................................................. 6 填充墻要求 ........................................................................................................................................................... 6 截面尺寸要求 ...................................................