目     錄 
摘  要 3
緒論 5
1 建筑設(shè)計理念及設(shè)計依據(jù) 6
1.1 設(shè)計理念 6
1.2 工程概況 6
1.3設(shè)計依據(jù) 7
2 建筑設(shè)計 8
2.1 平面設(shè)計 8
2.2 立面設(shè)計 9
2.3 建筑剖面設(shè)計 10
2.4 其它部分詳細做法和說明 10
3 截面尺寸初步估計 12
3.1柱截面設(shè)計 12
3.2梁的截面設(shè)計 12
4 框架側(cè)移剛度的計算 13
4.1 橫梁線剛度I B的計算 13
4.2 柱線剛度I C的計算 14
4.3各層橫向側(cè)移剛度計算 14
5 豎向荷載及其內(nèi)力計算 16
5.1計算單元的選擇確定 16
5.2豎向荷載統(tǒng)計 16
5.3豎向荷載內(nèi)力計算 18
5.2 重力荷載代表值計算及荷載匯總 29
6 水平荷載計算 32
6.1風(fēng)荷載計算 32
6.2 地震荷載計算 35
7框架的內(nèi)力組合 40
7.1 梁柱的內(nèi)力組合 40
7.2 柱端彎矩設(shè)計值的調(diào)整 45
8 截面設(shè)計 46
8.1框架梁截面設(shè)計 46
8.2框架柱截面設(shè)計 48
8.3 樓板設(shè)計 54
9 樓梯計算 57
9.1 示意圖 57
9.2 荷載計算 57
10 基礎(chǔ)設(shè)計 59
10.1荷載設(shè)計值 59
10.2 A、D柱獨立基礎(chǔ)的計算 59
10.3 B、C柱基礎(chǔ)配筋 62
畢業(yè)設(shè)計總結(jié) 65
致謝 69
 
 

摘  要
根據(jù)教學(xué)樓設(shè)計規(guī)范和其它相關(guān)標(biāo)準(zhǔn)，以及設(shè)計要求和提供的地質(zhì)資料，設(shè)計該框架結(jié)構(gòu)教學(xué)樓。 按照先建筑后結(jié)構(gòu)，先整體布局后局部節(jié)點設(shè)計步驟設(shè)計。主要內(nèi)容包括：設(shè)計資料、建筑設(shè)計總說明、建筑的平面、立面、剖面圖設(shè)計說明，以及其它部分的設(shè)計說明；結(jié)構(gòu)平面布置及計算簡圖確定、荷載計算、內(nèi)力計算、內(nèi)力組合、主梁截面設(shè)計和配筋計算、框架柱截面設(shè)計和配筋計算、次梁截面設(shè)計配筋計算、樓板和屋面設(shè)計、樓梯設(shè)計，基礎(chǔ)設(shè)計等。其中附有風(fēng)荷載作用下的框架彎矩、剪力和軸力圖；縱向和橫向地震荷載作用下的框架彎矩、剪力和軸力圖；恒荷載和活荷載作用下的框架彎矩、剪力和軸力圖以及梁柱的內(nèi)力組合表。
關(guān)鍵詞：框架、重力荷載代表值；現(xiàn)澆鋼筋混凝土結(jié)構(gòu)；內(nèi)力組合；彎矩調(diào)幅。
 

Abstract
According： to building design specifications and other relevant standards and design requirements and provide geological data, the design of the framework of the classroom building. After the first building in accordance with the structure and layout of the overall after the first local node design steps design. Main contents include : design, architectural design of the total shows that the construction of the plane, Facade, profile design specifications, , and other parts of the design; structural layout and schematic calculation of identification, load, stress, the combination of internal forces, Main beam reinforcement design and calculation, frame-section design and reinforcement, meeting beam reinforcement design, floor and roof design, stair design, infrastructure design. Enclosing wind load under the framework moment, shear and axial bid; vertical and horizontal seismic loads under the framework of the moment, shear and axial bid; Constant load and live load under the framework moment, shear and axial trying to internal forces and the combination of beam-column table.
Key Words：frame, Gravity load charecter value , cast-in-place reinforced concrete structure , internal force make up , curved square amplitude modulation.