喇亚湾度假中心1#楼游客接待中心建筑结构设计毕业论文
2021-12-19 10:12
论文总字数：113595字
摘 要
Abstract
This project is designed for the tourist reception center of Building 1 # of Laya Bay Holiday Center, with a construction area of about 1400m2. The reception center has 4 floors and 3 spans. The length and width of the building are about 30m × 17m. The total height of the building is 16m. The cast-in-situ frame structure is adopted. The architectural design part is to determine the shape of the building and the layout of the indoor space, the specific dimensions and the style of the plane and facade. The structural design part is the determination of the structural layout plan, and then the design is divided into two parts: split calculation and computer calculation. Hand calculation part: 1. Determination of calculation diagram; 2. Load calculation; 3. Internal force analysis; 4. Internal force combination; 5. Reinforcement of beam and column section; 6. Design of slab; 7. Design of staircase; 8. Design of foundation. The internal force calculation should consider four kinds of load effects, including constant load, live load, wind load and earthquake; columns and slabs are designed with elastic theory; beams are designed with plastic theory; plate staircase is used for staircase design; single base under column is used Basic design. The design principles of strong shear and weak bending, strong columns and weak beams, and strong joints and weak members should be followed in the design of cross-section seismic design, and meet the structural requirements. Computer part: Modeling with PKPM, calculating the entire structure, taking out a frame of manual calculation for internal force calculation, and comparing with the content of manual calculation. Keywords: reception center; frame structure; architectural design; structural design. |
目录
第一章 结构选型与布置 1
1.1 工程概况及设计资料 1
1.2 结构选型与结构布置 3
第二章 计算简图及荷载计算 5
2.1 确定计算简图 5
2.2 构件材料选择 5
2.3 构件截面尺寸估算 5
2.4 荷载计算 8
第三章 框架内力计算 24
3.1 恒载作用下的框架内力 24
3.2 活载作用下的框架内力 38
3.3 风荷载作用下内力计算 45
3.4 地震作用下横向框架的内力计算 50
第四章 框架内力组合 62
4.1 弯矩调幅 62
4.2 框架梁、柱的内力组合 62
4.3 框架梁、柱的控制截面及最不利内力 63
第五章 框架梁柱截面设计 80
5.1 框架梁截面设计 80
5.2 框架柱截面设计 87
第六章 楼梯结构设计 106
6.1 梯段板计算 107
6.2 休息平台板计算 108
6.3 梯段梁TL1计算 109
第七章 现浇楼面板设计 111
7.1 区格划分 111
7.2 计算简图 111
7.3 荷载计算 113
7.4 弯矩设计值 113
7.5 楼面板配筋 118
第八章 柱下独立基础设计 119
8.1 荷载计算 119
8.2 确定基础底面积 120
8.3 抗震验算 123
8.4 基础结构设计（混凝土选用C30） 125
第九章 软件输入及计算结果 130
9.1 设计参数的输入 130
9.2 计算结果的输出 131
9.3 手算机算结果对比及分析 137
参考文献 140
致谢 141
结构选型与布置
工程概况及设计资料
工程概况
本课题名称为“喇亚湾度假中心1#楼游客接待中心”，建筑功能为满足度假中心的接待需要以及办公需要，建筑层数为四层，结构形式为现浇钢筋混凝土框架结构。“抗震设防烈度为7度（基本地震加速度为0.1g），设计地震分组为第一组，按“建筑抗震设防分类标准”，本工程为丙类建筑。 根据建筑设计方案，本工程结构采用全现浇钢筋混凝土框架结构。 |
设计资料
1.气象资料
- 基本风压值
- 基本雪压值
2.水文地质资料
拟建场地地表平整，场地标高变化范围在6.7～7.25m，各土层特征分述如下： (1)杂填土(Q4eol):层底埋深1.0～6.0m，层底高层135.90～147.12m，层厚1.0～1.4m。 请支付后下载全文，论文总字数：113595字
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