【正文】 合肥學(xué)院本科畢業(yè)設(shè)計 I Hefei University 畢業(yè)設(shè)計 B ACH ELO R DIS S ERTATIO N 設(shè)計題目： 合肥學(xué)院產(chǎn)學(xué)研大樓設(shè)計 學(xué)位類別： 工 學(xué) 學(xué) 士 學(xué)科專業(yè)： 土 木 工 程 II 合肥學(xué)院產(chǎn)學(xué)研大樓設(shè)計 中 文 摘 要 摘要 ： 本設(shè)計為 5 層框架結(jié)構(gòu)的產(chǎn)學(xué)研大樓，主要包括建筑、 結(jié)構(gòu)設(shè)計兩方面。建筑與結(jié)構(gòu)設(shè)計密切相關(guān)相輔相成，本設(shè)計依據(jù)現(xiàn)行相關(guān)規(guī)范以及大學(xué)生專業(yè)指導(dǎo)用書。本工程用現(xiàn)澆鋼筋混凝土框框架結(jié)構(gòu)附屬部分因跨度大屋頂采用鋼結(jié)構(gòu)不參與此次手算，僅選擇了主體 12 軸的一榀框架進行計算，根據(jù)設(shè)計任務(wù)書要求抗震設(shè)防烈度 7 度，在進行抗震計算。本設(shè)計包括水平、豎向荷載計算以及其各內(nèi)力計算和構(gòu)件設(shè)計，計算方法中包括 D 值法，底部剪力法和彎矩二次分配法。 關(guān)鍵詞： 結(jié)構(gòu)設(shè)計與計算，建筑設(shè)計，抗震驗算，基礎(chǔ)設(shè)計，樓梯設(shè)計 合肥學(xué)院本科畢業(yè)設(shè)計 III The building design of Hefei University Abstract Abstract： The design for the building and 5 layer frame structure, mainly includes two aspects, design of building structure. The architectural and structural design are closely related to each other,this design is based on the current standard and guide students. This project used castinplace reinforced concrete box on affiliated part of frame structure for span hit the roof of the steel structure does not participate in the hand count, select only the main shaft 12 specimens framework to calculate, according to the requirement of seismic fortification intensity of 7 degree of design task book, in seismic calculation. This design including the level, the vertical load calculation and the internal force calculation and ponent design, for the vertical force by the second moment distribution method, horizontal force the D value method, earthquake the bottom shear method. Key words: basic framework design, architectural design, seismic design, stair design, 目 錄 合肥學(xué)院產(chǎn)學(xué)研大樓設(shè)計 .................................................................................................II 中 文 摘 要 ........................................................................................................II The building design of Hefei University .............................................................. III 建筑設(shè)計部分 ................................................................................................................... 1 ........................................................................................................ 1 工程名稱及概況 .................................................................................... 1 建筑功能 .............................................................................................. 1 .............................................................................................. 1 建筑平面設(shè)計（底層） ......................................................................... 2 建筑立面設(shè)計 ....................................................................................... 2 建筑剖面設(shè)計 ....................................................................................... 3 ................................................................................................. 4 屋面做法 .............................................................................................. 4 結(jié)構(gòu)部分設(shè)計 ................................................................................................................... 4 第一章 結(jié)構(gòu)布置 ................................................................................................... 4 。 .............................................................................................. 5 尺寸估算 ....................................................................................... 5 第二章 荷載計算 ................................................................................................... 6 ................................................................................ 6 2 計算各層重力荷載 ,、活荷載代表值 ................................................................. 7 樓面板 荷載專遞給梁的簡圖如下 ........................................................... 7 橫梁自重、橫墻均布荷載 ...................................................................... 8 縱向框架梁傳來的節(jié)點荷載及柱自重 .................................................... 8 ..................................................................................13 梁柱線剛度計算 ...................................................................................13 框架柱的剛度計算 ...............................................................................13 框架側(cè)移剛度的計算 ............................................................................13 ，框架結(jié)構(gòu)內(nèi)力計算 ......................................................14 橫向自震周期計算 ...............................................................................14 水平地震作用及剪力計算 .....................................................................15 水平地震作用內(nèi)力計算 ........................................................................15 水平地震作用下梁端彎矩、剪力及軸力計算 .........................................16 第三章 荷載作用下橫向內(nèi)力計算 ...........................................................................17 3 .............................................................................................17 荷載計算 .............................................................................................17 屋面梁先荷載標準值 ............................................................................17 樓面梁線荷載標準值 ............................................................................18 ................................................................................................20 ........................................................................22 第一至四層邊跨與中跨 ........................................................................22 頂層固端彎矩計算 ...............................................................................22 偏心彎矩計算 ......................................................................................22 用二次分配法求出恒載作用下梁端彎矩 ................................................22 計算活在作用下梁固端彎矩 .................................................................24 ，梁端的剪力計算 ...........................................