【正文】 畢 業(yè) 論 文（設(shè)計）課 題 職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計 學(xué)生姓名 宋 志 堅 學(xué) 院 建 筑 工 程 學(xué) 院 專業(yè)班級 土木工程專業(yè) 09 級本科二班 指導(dǎo)教師 盧 傲 云 二 0 一三年五月學(xué) 號_ 0906131031 宋志堅：職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計職業(yè)技術(shù)學(xué)院辦公樓框架結(jié)構(gòu)設(shè)計摘 要本設(shè)計為職業(yè)技術(shù)學(xué)院教學(xué)辦公樓結(jié)構(gòu)設(shè)計，四層框架結(jié)構(gòu)。本地區(qū)抗震設(shè)防烈度為 7 度，場地類別為二類場地， ， 為 。樓基 本 風(fēng) 壓 為 ﹑屋蓋均為現(xiàn)澆鋼筋混凝土結(jié)構(gòu)。本設(shè)計貫徹“ ”的設(shè)計原則。按照建筑設(shè)計規(guī)范，認(rèn)真考安 全 、 適 用 、 經(jīng) 濟(jì) 、 美 觀慮了影響設(shè)計的各項因素。本設(shè)計選取了結(jié)構(gòu)方案中的一榀橫向框架進(jìn)行設(shè)計。先進(jìn)行層間荷載代表值的計算,接著利用頂點(diǎn)位移法求出自震周期，進(jìn)而按 計算水平地震荷載作用下大小，底 部 剪 力 法同時計算出結(jié)構(gòu)在 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)力風(fēng) 荷 載 作 用（彎矩、剪力、軸力） 。接著計算 作用下的結(jié)構(gòu)內(nèi)力。找出最豎 向 荷 載 （ 恒 載 及 活 荷 載 ）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(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計，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。整個設(shè)計過程中，嚴(yán)格遵循相關(guān)的專業(yè)規(guī)范，參考相關(guān)資料和有關(guān)最新的國家標(biāo)準(zhǔn)圖集，對設(shè)計的各個環(huán)節(jié)進(jìn)行綜合全面科學(xué)的考慮?？傊踩?、實(shí)用、經(jīng)濟(jì)、美觀是本設(shè)計的原則。設(shè)計計算整個過程中綜合考慮了抗震要求、技術(shù)經(jīng)濟(jì)指標(biāo)和施工工業(yè)化的要求。關(guān)鍵詞： 建筑設(shè)計，框架結(jié)構(gòu)；抗震設(shè)計；荷載統(tǒng)計；內(nèi)力組合銅陵學(xué)院畢業(yè)論文（設(shè)計）AbstractVocational 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。 Seismic design。 Load statistics。 Endogenic force bination宋志堅：職業(yè)技術(shù)學(xué)院行政辦公樓設(shè)計目 錄第一章 建筑設(shè)計說明 ...................................................................................................... 1 平 面設(shè)計 .................................................................................................................................................. 1 使用部分平面設(shè)計 .................................................................................................................... 1 交通聯(lián)系部分設(shè)計 .................................................................................................................... 1 平面組合設(shè)計 .............................................................................................................................. 2 剖面設(shè)計 ................................................................................................................................................ 2 立面設(shè)計 ................................................................................................................................................ 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 ........................................................................................................................ 3 樓梯設(shè)計 ....................................................................................................................................... 3 門廳的設(shè)計 ................................................................................................................................... 3 室外臺階 ....................................................................................................................................... 4 門和窗的設(shè) 計 .............................................................................................................................. 4 其它設(shè)計 ................................................................................................................................................ 4 散水設(shè) 計 ....................................................................................................................................... 4 勒腳的設(shè)計 ................................................................................................................................... 4 女兒墻設(shè)計 ................................................................................................................................... 5 第二章 結(jié)構(gòu)設(shè)計說明 .......................................................................................................................... 6 材料要求 ............................................................................................................................................... 6 填充墻要求 .......................................................................................................................................... 6 截面尺寸要求 .........................