本 科 毕 业 设 计（论文）
题
——结构计算书
学生姓名：XXXXXXXXXXX 学 号：XXXXXXXXXXX 专业班级：土木工程12 指导教师：
2016年 6月12日
目：望海花园综合写字楼设计
中国石油大学（华东）本科毕业设计(论文)
望海花园综合写字楼设计
——结构计算书
摘 要
本工程为青岛望海花园综合写字楼设计，拟采用框架结构体系，主体结构为五层，主体结构标高18.60m，总建筑面积约为4250.15m2。在设计中粱、板、柱、基础均采用现浇钢筋混凝土结构。设计参考相关资料和最新的国家标准并认真考虑影响设计的各项因素，严格遵循相关规范，做到“实用、安全、经济、美观”。
本设计主要包括建筑设计和结构设计两个部分。建筑设计部分主要包括建筑平面、立面、剖面的设计，楼梯大样，细部详图等；结构设计方面包括了结构的平面布置、结构构件的配筋设计，具体有梁板柱设计、楼梯间计算、内力组合、框架配筋等方面。最后，使用专业软件对手算的结果进行了校核。最后依据计算结果，结合相应的结构构造要求，绘制结构施工图和建筑施工图，写出相应的设计说明以及结构设计计算书。
关键词：框架结构；结构抗震；结构设计；内力计算
中国石油大学（华东）本科毕业设计(论文)
The Sea-view Garden office building design
——Structure calculation
Abstract
This works for the Qingdao Sea-view Garden office building design, intends to use frame structure, main structure for five layer, the main structure of the height 18.60m, with a total construction area of about 4250.15m2. The cast-in-place reinforced concrete structure were used in the design of beam plate column and foundation. Design information and the latest national codes and careful consideration of the factors affecting the design, strictly follow the relevant codes, so that \
This design mainly includes two parts of the architectural design and structural design. Architectural design mainly includes the design of building plane, elevation, section, stairs of the sample, details, etc.; structural design includes structural layout, structural reinforcement design, beam design, staircase calculation, internal force combination, frame reinforcement on the specific. Finally, the results of the use of professional software opponents are checked. Finally according to the calculated results, combined with corresponding structural codes, draw the structure construction drawing and construction drawing, write the corresponding design and structure calculations.
.
Keywords：Frame structure; seismic resistance; structural design; internal force calculation
中国石油大学（华东）本科毕业设计(论文)
目 录
第1章 设计资料 .................................................................................................................... 1
1.1 项目名称 ...................................................................................................................... 1 1.2 建设地点 ...................................................................................................................... 1 1.3 设计资料 ...................................................................................................................... 1
1.3.1 工程概况 ............................................................................................................ 1 1.3.2 设计标高 ............................................................................................................ 1 1.3.3 气象资料 ............................................................................................................ 1 1.3.4 工程地质及水文地质资料 ................................................................................ 2 1.3.5 抗震设防烈度 .................................................................................................... 2 1.3.6 建筑做法 ............................................................................................................ 2 1.3.7 荷载信息 ............................................................................................................ 3 1.3.8 建筑材料 ............................................................................................................ 3 1.3.9 参考资料 ............................................................................................................ 4
第2章 结构布置及框架计算简图 ........................................................................................ 5
2.1 结构选型和结构平面布置 .......................................................................................... 5
2.1.1 结构选型 ............................................................................................................ 5 2.1.2 结构布置 ............................................................................................................ 5 2.1.3 初步确定截面尺寸 ............................................................................................ 5 2.2 框架计算简图 .............................................................................................................. 7
2.2.1 框架计算简图说明 ............................................................................................ 7 2.2.2 框架梁、柱截面特性 ........................................................................................ 7 2.2.3 柱侧移刚度D值计算 ..................................................................................... 10
第3章 荷载计算 .................................................................................................................. 13
3.1 恒荷载标准值计算 .................................................................................................... 13
3.1.1 屋面恒荷载 ...................................................................................................... 13 3.1.2 楼面恒荷载 ...................................................................................................... 13 3.1.3 梁自重 .............................................................................................................. 14 3.1.4 柱自重 .............................................................................................................. 14
中国石油大学（华东）本科毕业设计(论文)
3.1.5 墙自重 .............................................................................................................. 15 3.2 恒荷载计算简图的确定 ............................................................................................ 17
3.2.1 均布荷载 .......................................................................................................... 17 3.2.2 集中荷载 .......................................................................................................... 19 3.3 活荷载标准值计算 .................................................................................................... 21
3.3.1 屋面及楼面活荷载 .......................................................................................... 21 3.3.2 屋面雪荷载标准值 .......................................................................................... 21 3.4 活荷载计算简图的确定 ............................................................................................ 21
3.4.1 均布荷载 .......................................................................................................... 21 3.4.2 集中荷载 .......................................................................................................... 23 3.5 风荷载计算 ................................................................................................................ 25
3.5.1 风荷载标准值计算 .......................................................................................... 25 3.5.2 风荷载作用下框架侧移计算 .......................................................................... 26 3.6 重力荷载代表值计算 ................................................................................................ 27
3.6.1 楼面、屋面处自重标准值计算 ...................................................................... 28 3.6.2 楼面、屋面活荷载计算 .................................................................................. 29 3.7 结构基本自振周期计算 ............................................................................................ 29 3.8 多遇水平地震作用计算 ............................................................................................ 30
3.8.1 地震作用标准值计算 ...................................................................................... 30 3.8.2 横向框架弹性变形验算 .................................................................................. 31
第4章 内力计算 .................................................................................................................. 32
4.1 水平地震作用下横向框架内力分析 ........................................................................ 32 4.2 风荷载作用下横向框架内力分析 ............................................................................ 36 4.3 恒荷载作用下横向框架内力分析 ............................................................................ 38 4.4 活荷载作用下横向框架内力分析 ............................................................................ 44 4.5 梁端柱边弯矩、剪力计算 ........................................................................................ 49 第5章 内力组合 .................................................................................................................. 52 第6章 框架截面设计 .......................................................................................................... 53
6.1 框架梁设计 ................................................................................................................ 53
6.1.1 框架梁正截面受弯承载力设计 ...................................................................... 53