土木工程框架结构设计毕业论文

毕业设计（论文）

某公司办公楼

学生姓名：

学号：

专业班级：

指导教师：

20 年月日

摘要

本课题为东营市华凌科技办公楼的设计，4层，建筑面积约3000m2，长42m，宽16.8m，高14.95m。采用钢筋混凝土框架结构。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，本文采用PKPM软件进行电算，以保证计算结果的可靠性，并达到同手算结果对比、分析的目的。

关键词：框架结构；内力；配筋；控制截面

ABSTRACT

The topic is the design of Hua Ling technology office building in DongYing city, four layers, the area of construction is about 3000m2, the length of the building is 42m, the width is 16.8m and the height is 14.95m. This building is reinforced concrete frame structure. First of all, according to architectural drawing of design, building material and method, determine schematic calculation, thus completing the load and internal forces calculation, drawing a map corresponding to the internal forces; Secondly, proceed the structure internal force combination, determine the structure control sectional bending moment, shearing force and ax force design value. Finally, according to already calculate structure control sectional internal force value, the beam, slab and columns, the foundation being reinforced, and the mapping of the corresponding structure construction plan. At the same time, we used the software PKPM to ensure the reliability of results, and achieve the purpose of analysis,

contrast the result which was calculated by hand.

Keywords：frame construction; internal force; reinforcement;control section

目录

前言····························第1章设计资料························工程概况··························设计标高··························气象资料··························工程地质资料························抗震烈度··························墙身做法··························门窗做法··························所用材料··························第2章结构布置和计算简图···················第3章荷载计算························恒载计算··························屋面框架梁线荷载标准值··················楼面框架梁线荷载标准值··················屋面框架节点集中荷载标准值················楼面框架节点集中荷载标准值················活荷载计算·························屋面活荷载························楼面活荷载························风荷载计算·························地震作用计算························重力荷载代表值计算····················框架刚度计算·······················结构基本周期的计算····················

多遇水平地震作用标准值计算················横向框架弹性变形验算···················第4章内力计算························恒荷载作用下的内力计算···················活荷载作用下的内力计算···················风荷载作用下的内力计算···················水平地震作用下的内力分析··················第5章内力组合························第6章截面设计························梁的配筋计算························边跨梁配筋计算······················中跨梁配筋计算······················框架柱配筋计算·······················框架柱的纵向受力钢筋计算·················斜截面受剪承载力计算···················第7章楼板设计与计算·····················屋面板计算·························荷载计算·························按弹性理论计算······················楼面板计算·························荷载计算·························按弹性理论计算······················截面设计·························第8章楼梯设计························梯段板计算·························荷载计算·························