结构计算书某四层中学教学楼设计全套资料建筑图结构图计算书2700平米左右设计和实现 土木工程管理专业

摘 要 本项目为某中学教学楼，建筑高度为 15.750 米，共四层，总建筑面 2726.44㎡，设计年限为 50 年，抗震设防烈度为 6 度，结构类型为多层钢筋混凝土框架结构，楼板为双向板，楼梯采用板式楼梯，基础采用柱下独立基础。框架结构内力计算时，在竖向荷载作用下框架内力近似计算时采用分层法，在水平荷载作用下框架内力近似计算时采用改进反弯点法（D 值法）。在计算过程中对梁的弯矩进行了调幅，板内力计算采用弹性理论计算方法。对建筑中出现的墙体均直接放在梁上，墙、板的重量传给梁，梁再传给柱，传力路线明确。手工计算完毕后，用结构分析软件 PKPM 进行了整体框架计算。设计成果包括计算书和施工图纸两部分。关键词：框架结构 独立基础 板式楼梯 D 值法Abstract The project for the department of a middle school teaching building, building height of 15.750 meters, a total of five-story, 2726.44 square meters total floor surface, the design life span of 50 years, seismic intensity of 6 degrees, the structure of the type of multi-storey reinforced concrete frame structure, the floor for two-way panels, the use of plate staircase stairs, based on an independent basis under the use of column. The framework of the structure of the calculation of internal forces in the vertical load approximate calculation of internal forces under the framework of hierarchical method used, the level of load in the framework of approximate calculation of internal forces to improve the use of anti-bend-point method (D method). Process in the calculation of bending moment on the beam to the AM, plate internal force calculation method of calculating the use of elasticity theory. Appear in the construction of the wall directly on the beam, wall, the weight plate to the beam, column beam, then pass on, a clear line of transmission.After the completion of the manual calculation, with the structure analysis software PKPM the overall framework ...