教学楼一榀框架手算计算书.docVIP

毕业设计(论文) 毕业设计(论文)  PAGE II 摘 要 本工程为教学楼，采用的结构形式是砼框架结构，建筑地点位于河南省郑州市，为地上6层。 在本计算书里主要针对一榀框架进行抗震设计。通过计算得出水平荷载作用下的弯矩、剪力以及轴力，进而计算出恒载和活载作用下的弯矩、剪力以及轴力，从而找出最不利的内力组合。 在配筋计算的过程中，本设计选取内力计算时得出的偏于安全的结果对梁、柱和基础进行计算，本设计中的楼梯和楼板部分则单独计算。 本次设计严格按照必威体育精装版的国家规范进行，并参考相关资料对建筑和结构的合理性进行了综合性的考虑。 关键词： 框架 结构 抗震 配筋 Abstract The project is a teaching building. The structural form adopted is concrete frame structure. The building is located in Zhengzhou City, Henan Province, with 6 floors above the ground. In this calculation book, the seismic design is mainly carried out for a frame.The bending moment, shear force and axial force under horizontal load are calculated, and then the bending moment, shear force and axial force under dead load and live load are calculated, so as to find out the most unfavorable internal force combination. In the process of reinforcement calculation, this design selects the safe results obtained during internal force calculation to calculate the beam, column and foundation, and the stairs and floor slab in this design are calculated separately. The design is carried out in strict accordance with the latest national specifications, and the rationality of the building and structure is comprehensively considered with reference to relevant materials. Key words: Frame Structure Seismic Reinforcement  PAGE III 目录 TOC \o 1-3 \h \u  32157 Abstract  II  11006 1 工程设计资料  1  11278 1.1 设计概况  1  4469 1.2 其他资料  1  23277 2 结构布置  1  14125 2.1 结构设计方案  1  18280 2.2 梁柱截面尺寸初估  1  31478 2.2.1梁截面尺寸  1  31231 2.2.2柱截面尺寸  2  7289 2.3 楼板厚度  3  20537 2.4 框架计算简图  4  13727 3 荷载计算  4  19698 3.1 恒载标准值计算  4  5144 3.1.1 楼、屋面板  4  11316 3.1.2 梁自重  5  7268 3.1.3 柱自重  7  24248 3.1.4 墙体  7  27075 3.2 活载标准值计算  8  29308 3.3 竖向荷载作用下框架梁荷载  9  15091 3.3.1 AB轴间框架梁  9  22810 3.3.2 BC轴间框架梁  10  31151 3.3.3 CD轴间框架梁  10  16833 3.3.4 A轴柱纵向集中荷载  11  23365 3.