四层3800平米某大学学生公寓住宅楼设计(含建筑图)(任务书,开题报告,外文翻译,论文计算书28000字,CAD建筑图11张)
摘 要
本工程为某大学学生公寓住宅，以创造大众性、示范性、科学性和可持续发展的新型 住宅为指导思想，力争在建筑形式、建筑技术和材料、设备的使用上有所创新，达到先进、 合理及新颖、耐用，增加新技术含量，以满足学生现代居住生活的发展要求。
本工程采用钢框架结构，采用箱型钢柱，H型钢梁构成框架体系，由于楼层较低，不设 支撑。梁柱节点为栓焊组合节点，其中梁翼缘为对接焊缝连接，腹板为摩擦型高强螺栓连 接。楼板为压型钢板非组合楼板，楼板用栓钉跟钢梁焊接构成整体，墙采用NALC板，基础 为钢筋混凝土柱下独立基础。
关键词：钢结构 框架 梁柱节点
Abstract
This project is some university student apartment housing, Take creates the populace, demonstrative, scientific and the sustainable development new housing as the guiding ideology, argues vigorously in the construction form, the building technology and the material, in the equipment use has the innovation, achieved advanced, reasonable and novel, is durable, increases the new technical content, satisfies the students modern housing life the development request.
This project uses the steel portal frame construction, uses the H steel girder, the H steel pole constitution frame system, does not suppose the strut therefore the choice component section size is bigger. The beam and column the pitch point welds the combination pitch point for the hitch, the beam edge, excels in the bold fastening for the friction, the web plate for the butt welding seam connection. the floor with steel nail with the steel girder welding constitution whole, the wall uses adds the steam concrete masonry unit, the foundation for the reinforced concrete column under strip footing.
Key words: Steel structure, frame, the pitch point of beam and columns
1.1 工程概况
该工程为 四川省 成都 市某大学 学生公 寓。 总层数为 4 层 ，层 高 3.6m，平 面尺 寸 17.4m×47.4m。总 建筑面积 约为 3878.00m2。建 筑结构 为钢框 架，基 础为钢 筋混 凝土独立 基础。
建筑安全等级和设计年限 建筑结构 安全等 级 二级 设计使用 年限 50 年 建筑抗震 设防类 别 丙类 地基基础 设计等 级 乙级
自然条件
1. 建筑平面：17.4m×47.4
2.基本雪 压： 0.1KN/m2
3. 屋面防水等级：Ⅲ级
4.场地类 别：Ⅱ类
5.抗震设 防烈度 ： 7 度
6.设计基 本地震 加速 度： 0.10g
7.设计地 震分组 ：第 三组
8.建筑耐 火等级 ：二 级
9.地质条 件
（1）地 形、地 貌
建筑场地平整后，室外绝对标高 8m
（2）地 层岩性 特征 及分布， 经钻探 实验 ，土质比 较均匀 ，资 料如表 1-1：
（3）地 下水位 情况 ，地下水 在地表 下 3.7m，无腐 蚀性
（4）场 地无液 化土 层，建筑 场地类 别属 Ⅱ类
（5）地 基基础 方案 ， 拟采 用天然 地基
10.建筑 标高，±0.00 相当于 绝对标 高 8.00m
目 录
第一章：设计概况„„„„„„„„„„„„„„„„„„„„„„„„ 1
1.1 工程概况„„„„„„„„„„„„„„„„„„„„„„„„„1
1.2 设计过程„„„„„„„„„„„„„„„„„„„„„„„„„2
第二章：结构设计方案„„„„„„„„„„„„„„„„„„ 3
2.1 设计资料„„„„„„„„„„„„„„„„„„„„„„„„„„ 3
2.2 结构的选型与布置„„„„„„„„„„„„„„„„„„„„„„3
2.3 框架计算简图及梁柱线刚度„„„„„„„„„„„„„„„„„„„6
第三章：结构分析与设计„„„„„„„„„„„„„„„„„„„„„„ 7
3.1 荷载计算„„„„„„„„„„„„„„„„„„„„„„„„„„„ 7
3.2 风荷载作用下的位移验算„„„„„„„„„„„„„„„„„ 14
3.3 水平地震作用计算„„„„„„„„„„„„„„„„„„„„„„ 17
3.4 内力计算„„„„„„„„„„„„„„„„„„„„„„„„„„ 20
3.5 内力组合„„„„„„„„„„„„„„„„„„„„„„„„„ 44
3.6 杆件截面验算„„„„„„„„„„„„„„„„„„„„„„„„49
3.7 节点设计„„„„„„„„„„„„„„„„„„„„„„„„„„88
3.8 压型钢板非组合楼板设计„„„„„„„„„„„„„„„„„„„121
3.9 楼梯设计„„„„„„„„„„„„„„„„„„„„„„„„„ 125
4.0 基础设计„„„„„„„„„„„„„„„„„„„„„„„„„„129
第四章：电算结果与手算结果对比„„„„„„„„„„„„„„138
第五章：结语„„„„„„„„„„„„„„„„„„„„„„„„„„„ 153
参考文献„„„„„„„„„„„„„„„„„„„„„„„„„„„„„154
致谢„„„„„„„„„„„„„„„„„„„„„„„„„„„„ 155
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