【正文】 畢 業(yè) 設(shè) 計(jì) 題 目: 豐城市政府行政中心設(shè)計(jì) 系 別： 土木與建筑工程學(xué)院 專 業(yè)： 土木工程建筑工程方向 姓 名： 柯 劍 鋒 學(xué) 號(hào)： 2022102279 指導(dǎo)教師： 許 明 二零一三年六月1 / 57豐城市政府行政中心The Hall administrative center of Fengcheng City 總計(jì) 畢業(yè)設(shè)計(jì) 47 頁(yè) 表 格 11 個(gè) 插 圖 15 幅 摘 要 本設(shè)計(jì)主要進(jìn)行了結(jié)構(gòu)方案中橫向框架第⑤軸結(jié)構(gòu)設(shè)計(jì)。在確定框架布局之后，先進(jìn)行了荷載的計(jì)算,包括恒荷載、活荷載，再組合得到線荷載和集中荷載；風(fēng)荷載，計(jì)算出它們對(duì)框架的水平作用；地震荷載，利用頂點(diǎn)位移法求出自震周期，按底部剪力法計(jì)算水平地震荷載作用下大小。接著計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力（分層法） ，再求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（D 值法） 。然后進(jìn)行內(nèi)力組合（包括一般組合和考慮地震的組合） 。 選取最安全的結(jié)果計(jì)算配筋（考慮地震和不考慮地震中取較大值） 。此外還進(jìn)行了結(jié)構(gòu)方案中的樓梯的設(shè)計(jì)。完成了平臺(tái)板、梯段板、平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制。對(duì)樓板進(jìn)行了配筋計(jì)算，本設(shè)計(jì)采用獨(dú)基礎(chǔ)。整個(gè)結(jié)構(gòu)在設(shè)計(jì)過(guò)程中，嚴(yán)格遵循相關(guān)的專業(yè)規(guī)范的要求，參考相關(guān)資料和有關(guān)最新的國(guó)家標(biāo)準(zhǔn)規(guī)范，對(duì)設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn)行綜合全面的科學(xué)性考慮。總之，適用、安全、經(jīng)濟(jì)、使用方便是本設(shè)計(jì)的原則。設(shè)計(jì)合理可行的建筑結(jié)構(gòu)方案是現(xiàn)場(chǎng)施工的重要依據(jù)。 [關(guān)鍵詞]：框架結(jié)構(gòu) 抗震設(shè)計(jì) 荷載計(jì)算 內(nèi)力計(jì)算 計(jì)算配筋 I / 57 ABSTRACTThe design of the main structure of the program is horizontal framework ⑤axis seismic design. In determining the distribution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces (bending moment, shear and axial force). Then calculate vertical load (constant load and live load) under the Internal Forces. Identify the most disadvantaged group or an internal force several binations. Select the best safety results of the reinforcement and Mapping. In addition, the structure of the program indoor is designed. Completion of the platform boards, boards of the ladder, platform beam ponent and the reinforcement of internal forces calculation and construction mapping. On the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and reinforcement calculation. The whole structure of the design process, in strict pliance with the relevant professional standard, reference to relevant information and the latest national standards and specifications, and design of the various ponents of a prehensive scientific considerations. In short, application, security, economic and userfriendly design is the principle. Design reasonable and workable structure of the program is the construction site of the important basis for the construction.[KEY WORDS]:Frame Structure。 Seismic Design。 Load Calculation。 Internal force calculation。 Calculation reinforcement 目錄摘 要...........................................................IABSTRACT........................................................II概 述...........................................................1第一章 建筑設(shè)計(jì)部分.............................................2 平面設(shè)計(jì) ...............................................................2 屋頂設(shè)計(jì) ...............................................................2第二章 結(jié)構(gòu)方案設(shè)計(jì).............................................3 基本資料： ..............................................................3 結(jié)構(gòu)選型 ................................................................3 結(jié)構(gòu)平面布置 ...........................................................3第三章 板的計(jì)算.................................................5 設(shè)計(jì)資料 ................................................................5 設(shè)計(jì)荷載 ................................................................5 計(jì)算結(jié)果： ..............................................................5 跨中撓度驗(yàn)算： ..........................................................6 裂縫寬度驗(yàn)算 ............................................................7第四章 板式樓梯設(shè)計(jì).............................................11 梯段板計(jì)算 .............................................................11 平臺(tái)板的計(jì)算 ...........................................................12 平梁的計(jì)算 .............................................................14第五章 第⑤榀框架設(shè)計(jì)...........................................16 計(jì)算單元的選取 ........................................................161 / 57 結(jié)構(gòu)布置及梁,柱截面尺寸的初選 ........................................16 恒荷載及內(nèi)力分析 ......................................................18 屋面恒荷載...........................................................18. 樓面恒荷載.........................................................19 構(gòu)件自重............................................................19. 固端彎矩計(jì)算.......................................................21 恒荷載作用下內(nèi)力分析.................................................21 活荷載及內(nèi)力分析 .......................................................23 屋面活荷載...........................................................24 內(nèi)力分析.............................................................24 風(fēng)荷載及內(nèi)力分析 ...........