南京工业大学土木工程毕业设计计算书(完整版)

2011 届毕业设计（论文）

题目：田湾河公司招待所（方案三）

专业：土木工程

班级：土木1102

姓名

指导老师：XXXXX

起讫日期：XXXX

2015年6月

摘要

框架结构的优点是建筑平面布置灵活，与其他结构相比，它是一种造价较低的结构体系。建筑物外形由单一的矩形发展到L形，弧形等很多形状。建筑物的体形也由单一体形发展到单元组合体型和复杂体型。因此，多层工业，民用和公共建筑均采用框架结构体系。

本设计主要对结构方案中第4榀框架进行结构设计，按照最初开题报告所探索的计算步骤进行结构设计，步骤大概如下：确定结构布置选型，结构层间荷载计算，竖向荷载计算，D值法进行风荷载和地震荷载运算，结构内力组合，梁和框架柱截面配筋计算，进行独基设计，最后进行PKPM设计并绘制施工图。

关键词：框架结构；分层法；独立基础；结构设计；配筋。

Abstract

Because of the advantages of frame structure of the building layout iflexible，

easy to satisfy the requirements set large space, facade processing also easy to

meet demand, the art of architecture, frame structure is a low cost structure

compared with other structures.The figuration of the building changes from

the single rectangular to L-shaped，prototypes etc. The bodily form changes

from single

building to the unit combination shape size and complex shape. Therefore,

the frame structure is adopted in multi-layer industrial and civil and public

buildings.The 4th horizontal frame structure is designed in this design.After

determining the frame layouts, the standard values of loads acting on the structure

are calculated firstly.Then the internal forces of the structure caused by vertical

constant load and live load are calculated by stratified sampling method. Then,

the structural internal forces (moment,shear force and axial force).due to

horizontal wind load is calculated by using a D value method. Secondly, the

internal forces under various circumstances are combined. The security results are

selected to calculate the reinforcement of frame beams and frame column.Then, the

structure of the shallow foundation is designed. Finally, the shop drawing of

the frame structure is drawn by PKPM and CAD software.

Key words：Frame structure；Layering method；Isolated foundation；Structure Reinforcement.

目录

第一章结构选型与布置 (1)

1.1 气象资料 (1)

1.2水文地质资料 (1)

1.3抗震设防烈度 (2)

1.4荷载资料 (2)

第二章计算简图和荷载计算 (4)

2.1框架计算简图 (4)

2.2梁柱截面初选 (4)

2.3材料强度等级 (5)

2.4竖向荷载计算 (5)

2.5 风荷载 (8)

2.6 水平地震作用计算 (9)

第三章框架内力计算 (13)

3.1恒荷载作用下的内力计算 (13)

3.2活荷载作用下的内力计算 (19)

3.3 风荷载作用下内力计算 (30)

3.4 地震作用下的内力计算 (33)

第四章内力组合 (40)

第五章杆件截面验算 (48)

第六章楼梯结构计算设计 (56)

6.1 梯段板计算 (56)

6.3 梯段梁TL1 计算 (58)

6.4 梯段梁TL2计算 (58)

第七章板的设计 (60)

7.1 荷载计算 (60)

7.2 计算简图 (60)

7.3 弯矩设计值 (60)

7.4 正截面受弯承载力计算 (61)

第八章基础设计 (62)

8.1 荷载计算 (62)

8.2 确定基础底面积 (63)

8.3 地基变形验算 (65)

8.4 地基变形验算 (67)

参考文献70 致谢71