毕业设计计算书--198789572.docVIP

摘 要本次毕业设计题目为办公楼。总建筑面积约为 m2，采用，首层层高为4.5m，其他层高为3.6m，抗震设防烈度6度。 本次设计分为建筑设计、结构设计与施工组织设计三部分。本计算书包括了整个设计的计算过程及相关的说明。 其中建筑设计主要有建筑平面、剖面、立面设计，还包括建筑细部构造设计等；结构设计主要有结构布置、结构选型、一榀框架的完整计算：包括荷载计算、内力计算、内力组合、截面设计及配筋计算。此外，还有柱下基础、现浇板等构件的设计。在手算的基础上，还使用了PKPM系列结构设计专用软件进行了电算校核，并对手算及电算结果进行了分析比较。 关键词：建筑设计；结构；ABSTRACT The title of this thesis design is Mingyang Office Building. Total construction area is about 5823 sq.m, frame structure, 6 floors. The height of the first floor is 4.5m, the others is 3.6m. The design strength of anti-earthquake is 6 degrees. This design is divided into three parts: architectural design, structure design and construction organization design. This thesis includes all the calculations of the design process and related elucidations. Among the architectural design, primarily there are building plane design, building facade design and the design of the building profile, and there are other detail structural design in this part. Among the structural design, primarily there are the arrangement of structure, the selection of structure type, a complete calculation of one part of the frame (includes the calculation of load and force, combination of forces, design of section and calculation of reinforcement). Besides, there are design of column foundation, stairs, pored concrete slab and concrete awning etc. Finally, I adopt the PKPM series structure design software to verify the results of manual calculation, and give the comparison of the manual-calculation and computer- calculation. Keywords: architectural design; structural design; the arrangement of structure; the caculation of load and force; D-value method; the calculation of reinforcement  目 录 第一章 前 言 1 第二章 建筑设计 2 2.1 工程概况 2 2.2 建筑平面设计 2 2.3 建筑剖面设计 3 2.4 建筑立面设计 3 2.5 本设计特点 3 第三章 结构设计 4 3.1 设计资料 4 3.2 结构布置及梁柱截面估算 5 3.2.1 结构布置 5 3.2.2 框架梁、柱截面尺寸估算 5 3.2.3 梁、柱线刚度计算及框架计算简图确定 6 3.3 荷载计算 8 3.3.1 恒载标准值计算 8 3.3.2 活荷载标准值计算 9 3.4 竖向荷载作用下的框架受荷计算 10 3.4.1