别墅毕业设计,.doc

别墅毕业设计, 篇一：别墅毕业设计计算书 摘 要：本次毕业设计题目为厦门湾御墅结构设计。总建筑面积约为347m2,采用框架 承重结构，主体结构层数为3层，层高均为3m。抗震设防烈度为7度。 本毕业设计主要完成下列内容： 一、建筑设计阶段：根据建筑的重要性，建筑所在地的抗震设防烈度，工程地质勘查报告，建筑场地的类别及建筑的高度和层数来确定建筑的结构形式、建筑平面、剖面及立面设计； 二、结构计算阶段：包括竖向荷载作用下的框架计算和水平地震荷载作用下内力计算，内力组合：考虑地震荷载作用下的梁、柱最不利内力组合，梁柱配筋,楼板计算，楼梯计算,基础计算等； 三、施工图设计阶段：根据上述计算结果来最终确定构件布置和构件配筋以及根据规范的要求来确定结构构件的构造措施。 本次设计共完成建筑图纸12张，结构图纸10张。 此设计选用常用的框架结构形式，通过本次毕业设计使我对所学的专业知识能够有机的结合起来，达到融会贯通；同时还对框架结构的荷载传递路径，内力计算、组合以及构件截面配筋，楼梯、基础等设计进行了系统研究和掌握，为以后参加工作，更好的运用所学的知识提供了很大的帮助。 关键词： 框架 结构设计 内力组合配筋计算 指导老师签名： I 毕业设计 Abstract：The title of this thesis design is a apartment of farmers in XiaMen Yushu. province .Total construction area is about 347 sq.m, frame structure, 4 floors. The height of all floor is 3m, the design strength of anti-earthquake is 7 degrees. First, architectural design stage: According to building importance,the seismic fortification intensity of building location, geological prospecting works report, the type of construction sites and construction of the high and low-rise building to determine the structure、construction plane、 elevation profiles and design; Second, structure computation stage: Including the vertical load calculation under the framework and level of internal forces under earthquake load calculation,combination of internal forces: Consider the role of earthquake load beams, columns most disadvantaged combination of internal forces, reinforced beams, calculation of the floor、stairs、basis and so on. Third, construction drawing design stage: Based on the above calculation results to determine the final component layout and components as well as reinforcement in accordance with the requirements of standardized components to determine the structure of the structural measures. The design of a total of 12 completed construction drawings, structural drawings 10. This design selects the commonly used portal frame construction form, enables me to the specialized knowledge which through this graduation project st