摘 要
本設計主要進行了建築▃設計和框架結構設計。在確定框架布置之後，先進行了層間荷載代表值的計算,接著利用頂點位移法求∞出自振周期，進而按底部剪力法計算水平地震荷載作用下大小，進而求出在水平荷載作用下的結構內力（彎矩、剪力、軸力）。接著計算豎向荷載（恒載Ψ及活荷載）作用下的結構內力，找出最不利的一組或幾組內力︽組合。選取最安全的結果計算配筋並繪圖。此外還進行了結構方案中的室內樓梯的設計。
該設計歷時11周，運用了大學期間所¤學各科知識，如房屋建築學、力學、混凝土結構設計、地基基礎與土力學等諸多書籍。在參考↑文獻方面主要以現行規範為依據進行設計，力求做到理論與現實相結合。該設№計建築物采用“一”字型，外觀線條均勻流暢，不拖泥帶卐水。
關鍵詞： 框架；建築設計；結構設計；抗震設計
ABTRACT
The purpose of the design is to do the architecture design and the anti-seismic design in the longitudinal frames. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components. The design of the stairs is also be approached.
This design lasted 11 weeks, have utilized university period study various branches knowledge, like house architecture, mechanics, concrete structure design, soil mechanics and so on many books; Mainly carries on the design in the reference aspect take the present standard as the basis, makes every effort to achieve the design and the reality trail connection. This design building use “one” font, outward appearance line even smooth, is not loathsome. Although is “one” the design but has windingly obvious, the edges and corners are distinct, not obviously building monotonous meaning. This design main intention lies in serves as contrast a young school the historicity.
Keywords : frames；architecture design；structural design；anti-seismic design
目 錄
摘 要 i
ABTRACT ii
目 錄 iii
1引言 1
2總設計說明 2
2.1工程概況 2
2.2建築物功能與特點 2
3建築設計 4
3.1 平面設計 4
3.2 立面設計 5
3.3 剖面設計 6
4結構設計計算書 8
4.1設計概況 8
4.2結構布置方案及結構選型 8
4.3荷載標準值計算 10
4.3.1恒荷載標⌒準值計算 10
4.3.2活荷載標」準值計算 13
4.4框架側移剛度的計算 14
4.5恒載∑ 作用下的內力分析 17
4.6活載作用下的內力分析 20
4.7水平地震作用計算 24
4.7.1恒載 24
4.7.2計算自震周期 25
4.7.3水平地震作用下位移的計算 25
4.7.4框架地震內力計算 28
4.8風荷載內力計算 31
4.8.1風荷載♀標準值計算 31
4.8.2風荷載作用下的側◣移計算 32
4.8.3內力計算 32
4.9內力組合 35
4.9.1梁的荷載組合 35
4.9.2 梁內力組合 36
4.9.3柱的內力組合 41
4.10柱配筋計算 45
4.10.1軸壓比驗算及內力調整〖 45
4.10.2正截面受彎承載力計算 48
4.11柱的配筋 48
4.12垂直彎矩作用方向的受壓承載力驗算 51
4.13斜截面受剪承載力計算 51
4.14框架梁截面設計及配筋 53
4.14.1材料性質 53
4.14.2梁的配筋計算 53
4.14.3梁柱節點驗算 58
4.15樓板配筋驗算 62
4.16樓梯設計參數 65
4.16.1梯段設計 66
4.16.2平臺板設計 67
4.16.3平臺梁設計 68
4.17基礎設計 69
4.17.1地質條件 69
4.17.2基礎設計及截面驗算 70
5技術經濟分析 77
5.1材料應用 77
5.1.1加氣混凝土砌塊的及綜合效益 77
5.1.2散裝ぷ水泥應用 78
5.1.3粉煤灰的應用 78
5.2結構體系對比 79
6結論 80
致 謝 81
參考文獻 82
