【正文】 I 摘 要 第一部分為建筑設(shè)計。建筑設(shè)計是在總體規(guī)劃的前提下，根據(jù)任務(wù)書的要求，綜合考慮基地環(huán)境，使用功能，結(jié)構(gòu)施工，材料設(shè)備，建筑設(shè)計及建筑藝術(shù)問題，解決建筑物的使用功能和空間的安排。依據(jù)建筑物的概念，建筑方針的原則，完成了擬建教學(xué)樓以下幾方面的設(shè)計：建筑布局，基本單元設(shè)計，公共部分設(shè)計，空間組合設(shè)計，屋面設(shè)計，建筑立面設(shè)計及建筑防火設(shè)計等等。 第二部為結(jié)構(gòu)設(shè)計。在確定框架布局之后，先進行了層間荷載代表值的計算 ,接著利用頂點位移法求出自振周期，進而按底部剪力法計算水平地震荷載作用下大小，進而求出在水平荷載 作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）。接著計算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力，找出最不利的一組或幾組內(nèi)力組合。 選取最安全的結(jié)果計算配筋并繪圖。此外還進行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計并完成了平臺板，梯段板，平臺梁等構(gòu)件的內(nèi)力和配筋計算及施工圖繪制。 關(guān)鍵詞 ： 框架，結(jié)構(gòu)設(shè)計，抗震設(shè)計 2 Abstract The first part is the architectural design. The architectural design is on the premise of master plan, according to the request of task book, considering the base environment synthetically, the function of use, the structure constructs, material equipment, architectural design and artistic question of the building, solve the function of use of the building and arrangement in the space. Whether according to concept design of building, principle policy of building, the design should finish the following aspects. The overall arrangement of the building, the elementary cell is designed, the public part is designed, the space is made up and designed, the roofing is designed, the elevation design of the building and building fire prevention and design etc.. The second part is structural design. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peakdisplacement method, then making the amount of the horizontal seismic force can be got by way of the bottomshear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the bination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the ponents. The design of the stairs is also be approached by calculating the internal force and reinforcing such ponents as landing slab, step board and landing girder whose shop drawings are pleted in the end. Keywords : frames， structural design， antiseismic design 3 目錄 摘 要 ................................................................................................................................................. I Abstract ..............................................................................................................................................2 第一章 工程概況 ..............................................................................................................................5 工程名稱 ................................................................................................................................ 建筑規(guī) 模 ................................................................................................................................ 建筑設(shè)計資料 ......................................................................................................................... 平面設(shè)計 ...............................................................................................................................5 走廊尺寸 ...............................................................................................................................5 剖面設(shè)計 ...............................................................................................................................6 1） 層高 ..............................................................................................................................6 2） 門窗 ..............................................................................................................................6 3） 圍護結(jié)構(gòu) .......................................................................................................................6 4） 地面 ..............................................................................................................................6 5） 樓梯 ..............................................................................................................................6 6） 屋面 ..............................................................................................................................7 立面設(shè)計 ................................................................................................................................6 第二章 框架結(jié)構(gòu)布置及計算簡圖 .....................................................................................................7 結(jié)構(gòu)選型及結(jié)構(gòu)布置 ..............................................................................................................7 結(jié)構(gòu)體系的選擇 ...........................................................................................................7 框架類別的選擇 ...........................................................................................................8 結(jié)構(gòu)布置 ......................................................................................................................8 梁柱截面尺寸初選 ..................................................................................................................8 截面尺寸 ......................................................................................................................8 梁的計算跨度 ..............................................................................................................9 柱高度 ....................................................................................................................... 11 第三章 荷載計