土木工程毕业设计办公楼设计

目录摘要.................................................................... 错误！未定义书签。ABSTRACT......................................................... 错误！未定义书签。

1 前言................................................................................................ III

2 建筑设计 (1)

2.1建筑概况 (1)

2.2采光、通风、防火设计 (2)

2.3建筑细部设计 (2)

2.4方案构思 (2)

2.5设计过程 (2)

2.6建筑做法 (2)

3 结构设计 (3)

3.1结构选型布置及计算简图 (3)

3.1.1．结构选型 (3)

3.1.2．柱网布置 (4)

3.1.3．梁板柱的截面尺寸 (4)

3.1.4.计算简图 (5)

3.2荷载计算 (6)

3.2.1．恒荷载计算 (6)

3.2.2活荷载计算 (9)

3.2.3.风荷载计算 (11)

3.3.内力计算 (12)

3.3.1风荷载作用下的内力计算及侧移验算 (12)

3.3.1.1柱的侧移刚度计算过程如下 (12)

3.3.2.活荷载作用下的框架内力分析 (16)

3.3.3.恒荷载作用下的内力分析 (18)

3.4框架的内力组合 (20)

3.5.截面设计 (22)

3.5.2.框架柱 (27)

3.5.3．楼梯的计算 (30)

3.5.4．板的计算 (32)

3.5.5．基础设计 (36)

4施工设计 (38)

4.1工程概况 (38)

4.1.1总体概况 (38)

4.1.2建筑设计 (39)

4.1.3结构设计 (39)

4.2施工部署 (40)

4.2.1总体部署 (40)

4.2.2工程的管理组织 (41)

4.3施工准备 (41)

4.4施工顺序 (42)

4.4.1施工原则 (42)

4.4.2基础工程施工顺序 (42)

4.4.3主体工程施工顺序 (42)

4.4.4屋面工程施工顺序 (42)

4.5分项工程施工技术及参数 (42)

4.5.1土方与基础工程施工方案 (42)

4.5.2主体结构施工方案 (48)

4.5.3主要装饰工程施工方案 (58)

4.6施工进度计划 (61)

4.7主要机具表 (62)

4.8施工平面图布置 (63)

4.8.1施工平面图布置原则 (63)

4.8.2平面布置 (63)

4.9施工措施 (64)

4.9.1安全技术措施 (64)

4.9.2文明施工措施 (66)

谢辞 (72)

参考文献.............................................................. 错误！未定义书签。

摘要

本文为山东银座物流园办公楼设计计算书。该楼建筑面积40002

m左右，根据建筑设计、抗震方面等的要求，确定合理的结构方案和结构布置方案，确定框架、基础的形式。根据要求采用了钢筋混凝土结构。

本设计中选取一榀主框架以及一层楼板进行截面设计及配筋计算。首先根据框架布局确定各构件尺寸，进行恒载、活载及风荷载的统计。然后再进行竖向荷载作用下的结构内力计算，水平荷载采用D值法进行计算。之后进行内力组合分析，找出最不利的一组内力，进行构件计算。楼板采用弹性理论设计，并进行柱下独立基础的配筋设计。除此之外，还进行了楼梯的设计计算。最后，根据计算结果，按照相应的构造要求，绘制了结构施工图，并写出了相应的设计说明。

本设计的特点之一，运用了大学四年所学过的很多理论，计算中多种计算方法得到体现，如D值法，弯矩分配法，分层法等，使自己掌握了多方面的知识。

关键词：框架；框架设计；内力

Designation for a Office Building （Scheme Three）

ABSTRACT

A building of office was designed in this paper.The building area is about 40002

m.According to the office design and the earthquake resistance,the reasonable structural scheme and structural foundation plan was determined.

One lateral frame and slab was selected and calculated.First,depth and width of sections were determined,and dead load ,live load,wind load were determined.Then the internal forces of the structure under vertical load were calculated.The D-method was used for caculating the wind load.After the combination of internal forces,the most unfavorable combination of internal forces was identified.Then the necessary reinforcement in beams and columns was determined.The elastic theory was used for calculating slab.In addition,the single-foundation and combined foundation were designed.The stairway and canopy were also designed.Finally according to the calculated results and detail, blueprints of the structure had been completed.

The advantage in this design was that many theories studied in university in four years was used.The many kinds of computational methods was manifested in the computation,like D-method,the moment assignment-method,delamination and so on,so which caused myself to grasp the various knowledge.

Key Words:frame；structural design；internal force；