XXX结构设计模板.pdf

摘要 摘 要 本工程为某市天马有限公司综合楼，整个设计包括结构与施工两部分。首先进行 综合楼的结构设计，进行结构设计时，首先是进行结构布置和选型，本工程选用钢筋 混凝土框架结构。计算时选取一榀横向框架，首先确定计算单元和计算简图，估算粱 住截面尺寸，统计竖向荷载，包括永久荷载和活荷载，运用二次分配法和求解器计算 竖向荷载作用下的框架内力；依据《建筑结构荷载规范》的基本风压值，运用D值法 计算风荷载作用下的框架内力，并演算水平侧移是否满足要求。在完成所有荷载作用 下的内力计算后，进行内力组合，经过调整，对粱柱截面配置钢筋，并考虑构造要求； 完成主体框架计算后，设计楼板、楼梯。二层楼面板及三层楼梯，按弹性理论计算， 采用分离式配筋，楼梯采用现浇折板式楼梯；最后根据地质条件选用柱下独立基础， 并依据《地基基础设计规范》进行基础的地基承载力及变形，抗冲切验算，完成基础 施工图的绘制。 关键词：框架结构、粱柱、基础、楼梯、D值法。 Abstract The administrative office for the engineering design, the liuzhou including structure and construction of two parts. The first building structural design, structure design, is the first selection, the layout and structure of reinforced concrete frame structure engineering selection. When selecting a common calculation to determine the transverse frame diagram, calculation and compute play live section size, estimating the vertical load, including statistical permanent load and load, using quadratic distribution method and solver under vertical load calculation of internal frame, Based on the architectural structure of wind load regulating the basic value, use D value method to calculate the wind load calculation, and the internal frame lateral whether meet the requirements. Upon completion of all load calculation of internal force, combination, after adjustment for beams, column section, and consider the structural steel configuration requirements, After completion, the main design floor, stair. Second floor panel and three layers of stair, according to the elastic theory calculation, adopting separate reinforcement, stair adopts cast-in-situ beams type stair, Finally, according to the geological conditions of the selection under column independent foundation, and based on the foundation of