【正文】 法： 地板磚；填充混凝土；樓板：100mm 現(xiàn)澆鋼筋混凝土板；粉底（或吊頂） ； （5）屋面做法： 隔熱層 ；保護層：40 厚配筋 C25 細(xì)石混凝土 ；防水層： 改性瀝青防水卷材；找平層：1:3 水泥砂漿 20mm；找坡層：1：8 水泥陶粒 ；結(jié)構(gòu)層：100mm現(xiàn)澆鋼筋混凝土板； 抹灰層：10mm ； （6）門窗做法：采用塑鋼門窗。第二章 結(jié)構(gòu)方案設(shè)計 基本資料： （1）設(shè)計標(biāo)高：室內(nèi)設(shè)計標(biāo)高177。 Calculation reinforcement 目錄摘 要...........................................................IABSTRACT........................................................II概 述...........................................................1第一章 建筑設(shè)計部分.............................................2 平面設(shè)計 ...............................................................2 屋頂設(shè)計 ...............................................................2第二章 結(jié)構(gòu)方案設(shè)計.............................................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 板的計算.................................................5 設(shè)計資料 ................................................................5 設(shè)計荷載 ................................................................5 計算結(jié)果： ..............................................................5 跨中撓度驗算： ..........................................................6 裂縫寬度驗算 ............................................................7第四章 板式樓梯設(shè)計.............................................11 梯段板計算 .............................................................11 平臺板的計算 ...........................................................12 平梁的計算 .............................................................14第五章 第⑤榀框架設(shè)計...........................................16 計算單元的選取 ........................................................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 .......................................................26 風(fēng)荷載計算 ...........................................................26 各柱的 D 值及剪力分配系數(shù) η 計算: .....................................27 各柱的反彎點位置、剪力、柱端彎矩計算.................................29 內(nèi)力組合 ...............................................................31 框架梁內(nèi)力組合.......................................................31：.....................................................32 截面設(shè)計 ...............................................................39. 框架梁的配筋計算....................................................39 框架柱的配筋計算.....................................................41第六章 獨立基礎(chǔ)設(shè)計.............................................45 確定基礎(chǔ)底面積 .........................................................45 基礎(chǔ)高度計算 ..........................................................45 基礎(chǔ)底配筋計算 .........................................................46參考文獻(xiàn)........................................................48 概 述 本次畢業(yè)論文的題目是豐城市政府行政中心設(shè)計，首先對該工程進行了簡要的概述包括：建筑總面積約為 4000㎡，結(jié)構(gòu)方式為框架結(jié)構(gòu)，層數(shù) 5 層，建筑體型組合可為單一或組合型（可根據(jù)各部分功能具體靈活安排） 。 [關(guān)鍵詞]：框架結(jié)構(gòu) 抗震設(shè)計 荷載計算 內(nèi)力計算 計算配筋 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 info