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学生公寓楼设计

论文编号:TM002 有设计图纸,计算书字数:13676.页数:75

摘要

本工程为大学生公寓楼，建筑面积11235.91m2，占地面积1605.13m2，七层，总高24.3m(加女儿墙)，采用框架结构，柱下独立基础，设计基准期50年，结构安全等级为二级，抗震设防烈度为7度。建筑设计本着“功能适用，经济合理，造型美观，环境相宜”的原则，以国家相应规范、标准为依据，完成了设计任务书所要求的建筑平面设计，并在此基础上进行了立面、剖面、建筑详图设计，共画出建筑图4张。结构设计本着“安全，适用，耐久”的原则，进行了竖向荷载汇集，水平荷载汇集，内力计算，内力组合，结构抗震验算，板、梁、柱、楼梯、基础等结构构件的设计。共画出结构图4张。

关键词：大学生公寓楼    结构形式框架结构



  Abstract

The engineering is for apartment building for students, the building area is 11235.91 m2, and the gross area is1605.13 m2. It has seven floors and the gross height is 24.3m. The building adopts mixed structure and wall type structure foundation, the base year of the design is 50 years, the safe grade of the structure is 2, and the earthquake intensity is 7. The architectural design is on the principle of function applicable, economy feasible, model fair and environment harmonious. Besides, the design is on the base of the building regulation and building standard of our country. I have finished architectural plan design that the design prospectus requires. And on the base of it, I have finished the design of elevation drawings, plane sections and architectural detail drawings. The account of the gross architectural drawings is four. The constructional design is on the principle of safe, apply and endure. And on the base of it, I have done some vertical load collecting, horizontal load collecting, stress calculating, stress combination, constructional earthquake-resistant design. Besides, I have designed floor slabs, beams, columns, stairs, canopies and foundations and so on. The account of the gross constructional drawings is four.
    Keywords: apartment building for students mixed structure   wall type structure foundation

目录
1结构布置及计算简图 …………………………………………………………………… (1)
   1.1梁板尺寸……………………………………………………………………………… (1)
   1.2柱尺寸    …………………………………………………………………………… (2)
2 重力荷载计算……………………………………………………………………………… (5)
   2.1重力荷载……………………………………………………………………………… (5)
   2.2屋面及楼面可变荷载………………………………………………………………… (6)
   2.3梁柱墙门窗荷载计算………………………………………………………………… (6)
   2.4重力荷载代表值……………………………………………………………………… (8)
3 框架侧移刚度验算 …………………………………………………………………… (10)
   3.1横向框架线刚度 ………………………………………………………………… (10)
3 框架侧移刚度验算 …………………………………………………………………… (10)
   3.1横向框架线刚度 ………………………………………………………………… (10)
   3.2各柱侧移刚度 ……………………………………………………………………(11)
4横向水平荷载作用下框架结构内力计算及侧移计算   ………………………………(12)
4.1横向水平地震作用下框架结构的内力计算………………………………………(12)
   4.2风荷载计算…………………………………………………………………………(17)
5竖向荷载作用下框架结构的内力计算……………………………………………………(22)
5.1横向框架内力计算………………………………………………………………… (22)
5.2横向框架内力组合………………………………………………………………… (30)
5.3框架柱内力组合…………………………………………………………………… (35)
6截面的设计和计算       ……………………………………………………………… (42)
   6.1框架梁   ……………………………………………………………………………(42)
   6.2框架柱     …………………………………………………………………………(44)
   6.3框架梁柱节点核心区截面抗震验算 ………………………………………………(48)
6.4罕遇地震作用下弹塑性变形验算   ………………………………………………(49)
7楼梯设计 …………………………………………………………………………………(49)
   7.1踏步的计算   ………………………………………………………………………(49)
   7.2 楼梯斜梁计算………………………………………………………………………(51)
7.3平台板的计算……………………………………………………………………… (52)
7.4平台梁的设计……………………………………………………………………… (53)
8现浇混凝土双向板楼盖设计和计算………………………………………………………(54)
   8.1荷载设计值………………………………………………………………………… (55)
   8.2计算跨度…………………………………………………………………………… (55)
8.3弯矩计算…………………………………………………………………………… (55)
8.4截面设计……………………………………………………………………………(57)
9 基础设计………………………………………………………………………………… (58)
9.1工程地质条件……………………………………………………………………… (58)
9.2确定基础底面尺寸 ……………………………………………………………… (58)
9.3下卧层强度的验算    …………………………………………………………… (60)
9.4基础的沉降量计算    ……… ……………………………………………………(60)
9.5 基础高度验算及配筋计算…………………………………………………………(62)
致谢 …………………………………………………………………………………… （67）
参考文献………………………………………………………………………………… （68）

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