【五層】4700平米左右框架教學(xué)樓（設(shè)計建筑圖、結(jié)構(gòu)圖、計算書）

【五層】4700平米左右框架教學(xué)樓（設(shè)計建筑圖、結(jié)構(gòu)圖、計算書）,【溫馨提示】壓縮包內(nèi)含CAD圖有預(yù)覽點開可看。打包內(nèi)容里dwg后綴的文件為CAD圖,可編輯,無水印,高清圖,壓縮包內(nèi)文檔可直接點開預(yù)覽,需要原稿請自助充值下載,所見才能所得,請細(xì)心查看有疑問可以咨詢QQ：11970985或197216396 摘?? 要 本設(shè)計為5層框架結(jié)構(gòu)教學(xué)樓，總建筑面積約3962.88m2,主體結(jié)構(gòu)高度約19.8m。地處7度抗震設(shè)防區(qū)域，場地土類為2類。結(jié)構(gòu)設(shè)計是本設(shè)計的重點。本設(shè)計的計算內(nèi)容主要有：結(jié)構(gòu)設(shè)計方面：先根據(jù)軸壓比確定柱和墻的截面尺寸及梁跨度估算梁板截面，計算出各構(gòu)件的幾何特征值和結(jié)構(gòu)體系剛度特征值；然后對單，雙向樓板進(jìn)行內(nèi)力計算和配筋；其次是按其分配墻所受的水平荷載作用，計算建筑物的自重質(zhì)量。用D值法計算水平風(fēng)荷載和地震作用下的內(nèi)力和位移（其中用底部剪力法計算地震作用，本建筑物的質(zhì)量和剛度沿高度分布比較均勻、高度為17.7m<40m、以剪切變形為主，所以適用于底部剪力法計算地震作用）。計算出建筑物在豎向荷載作用下產(chǎn)生的內(nèi)力。思路是計算結(jié)構(gòu)橫方向的總抗側(cè)剛度，計算結(jié)構(gòu)基本自振周期，計算在水平荷載下產(chǎn)生的內(nèi)力。進(jìn)行內(nèi)力值調(diào)幅后計算內(nèi)力組合，以最不利內(nèi)力進(jìn)行梁、柱的配筋計算。按彈性方法對樓梯和基礎(chǔ)進(jìn)行配筋。 關(guān)鍵詞? 框架結(jié)構(gòu)，抗側(cè)剛度，底部剪力法 Abstract The design for the 5-storey frame structure of school building, a total construction area of about 3962.88m2, the main structure of an altitude of about 17.7 m. 7 degrees seismic fortification is located in the region, soil type is a category 2. Structural design is the focus of this design. The design of the main terms: structural design aspects: first axial compression ratio determined in accordance with columns and walls of the section size and beam span estimates beam cross section, calculated the geometric characteristics of the various components of stiffness and structural characteristics of the value system and secondly walls suffered their distribution is the level of load, the calculation of the quality of building self-respect.The calculation of the basic structure of the natural cycle, the calculation of the level of wind loads and seismic shear wall under the internal forces and displacement (of which calculated using shear at the bottom of the earthquake, the building Stiffness along the high quality and relatively uniform distribution, the height of 17.7 m <40m, mainly to shear deformation, applied to the bottom of shear method earthquake). Calculated in the buildings under vertical load of the internal forces. Thinking is calculated structure of the horizontal direction of the lateral rigidity, in the calculation of the level load the internal forces. Internal force is calculated after a combination of internal forces, internal forces in the most unfavorable to beams and columns reinforced calculation. Reinforcement floor calculation: the flexible approach of the roof slab, a reinforced floor and staircases reinforcement. Keywords? frame struture，resist lateral stiffness，bottom shear force method - VII -