2012土木工程毕业设计目录及外文参考文献

安徽工程大学毕业设计

某高校土木综和楼设计

摘 要

依据课题任务书以及《建筑防火规范》、《建筑结构荷载规范》和《混凝土结构设计规范》等国家现行规范，规程完成了该课题建筑，结构，施工三个方面的设计,首先从总体出发，综合考虑和组织室内外的空间完成建筑平面，立面，以及剖面的设计；其次完成了一榀框架各结构构件的配筋设计，手绘结构施工图。并进行pkpm软件进行检验，绘制CAD图，整个设计方案在建筑、结构方面满足国家现行规范要求。

本设计对一榀框架，从结构选型入手，计算分析了该框架的荷载，利用分层法和D值法分别对框架结构在竖向荷载、水平风荷载作用下产生的内力进行了计算，通过内力组合，得出框架的控制内力，最后完成框架各构件的配筋计算并绘制了该框架的施工图。设计书中同时选算了框架的一个基础、楼梯，给出了基础、楼梯的配筋计算并绘制了施工图。

关键词：

结构设计 框架结构 结构配筋 基础

I

周星星：某高校土木综合楼设计

The design of Civil integrated building

Abstract

The design is mainly on three parts of the subject,the building part, the structure part,and the construction part ,which based on the mission statement ,

In the design,I chose a framework, starting from the structure selection, when it came to the calculation load of the framework, the stratification method and D value method were both introduced, respectively for the calculation of the vertical load, internal forces produced by horizontal wind loads .Through the combination of internal forces, the internal control forces of the framework were obtained , and finally the framework of the reinforcement calculation of each component were completed and construction drawings of the framework was drawn.In the design book, the reinforcement was calculated and construction drawings was drawn in both the foundation and the stairs selected.

Key words:

Structural design Framework Reinforcement Foundation

安徽工程大学毕业设计

目 录

第1章 绪论 ····························································错误！未定义书签。 1.1 结构绪论····························································错误！未定义书签。 1.2 基本概况····························································错误！未定义书签。 1.3 结构选型····························································错误！未定义书签。 1.4 结构布置····························································错误！未定义书签。

1.5 设计题目已知条件····················································错误！未定义书签。 第2章 建筑结构布置与荷载计算············································错误！未定义书签。 2.1 结构布置····························································错误！未定义书签。 2.2 梁柱截面尺寸························································错误！未定义书签。 2.3 材料强度等级························································错误！未定义书签。 2.4 荷载计算····························································错误！未定义书签。 第3章 横向框架内力计算·················································错误！未定义书签。 3.1 恒载作用下框架内力·················································错误！未定义书签。

3.2 活载作用下框架内力·················································错误！未定义书签。

3.3 风荷载做用下位移内力计算···········································错误！未定义书签。

3.4 地震作用下横向框架内力计算·········································错误！未定义书签。

表格清单 ....................................................................... VI

III

周星星：某高校土木综合楼设计

插图清单

图2-1 计算简图·························································3 图2-2 荷载计算简图·····················································4 图2-3 恒载顶层集中力···················································5 图2-4 恒载中间层节点集中力·············································6 图2-5 横向框架上的风荷载···············································7 图2-6 横向框架上的地震作用·············································10 图3-1 图3-2 图3-3 图3-4 图3-5 图3-6 图3-7 图3-8 图3-9 图3-10 图3-11 图3-12 图3-13 图3-14 图3-15 图3-16 图3-17 图3-18 图3-19 图3-20 图3-21 图3-22 图3-23 图3-24 图3-25 图3-26 图3-27 图3-28 图3-29 图3-30 图6-1 图6-2 图6-3 图7-1 图7-2

横向框架承担的恒载及节点不平衡弯矩·······························11 杆端及节点弯矩正方向·············································13 恒载弯矩分配过程·················································15 恒载作用下弯矩图（kN·m）········································16 恒载作用下梁剪力、柱轴力（kN）···································16 活载不利布置a····················································20 活载不利布置b···················································20 活载不利布置c····················································21 活载不利布置d···················································21 活载（a）迭代过程················································22 活载（a）弯矩图（kN·m）·········································23 活载（a）剪力、轴力（kN）·········································23 活载（b）迭代过程················································24 活载（b）弯矩图（kN·m）·········································25 活载（b）剪力、轴力（kN）········································25 活载（c）迭代过程················································26 活载（c）弯矩图（kN·m）·········································27 活载（c）剪力、轴力（kN）·········································27 满跨活载迭代过程·················································28 满跨活载弯矩图（kN·m）··········································29 满跨活载剪力、轴力（kN）·········································29 水平风载作用下框架层间剪力·······································36 风载作用框架弯矩（kN·m）········································39 风载作用框架梁剪力、柱轴力（kN）·································39 固端弯矩·························································40 0.5（雪+活）作用下迭代计算·······································42 0.5（雪+活）作用下杆件弯矩（kN·m）······························43 0.5（雪+活）作用下框架柱轴力、梁剪（kN）··························43 地震作用框架弯矩（kN·m）·······································46 地震作用框架梁剪力、柱轴力（kN）·································47 楼梯平面布置·····················································76 踏步详图·························································76 平台板计算简图···················································77 楼面板布置示意图·················································79 跨中最大弯矩活荷载不利布置·······································80

安徽工程大学毕业设计

图7-3 A区格板q”作用计算简图···········································81 图7-4 E区格板q”作用计算简图··········································82 图8-1 土层分布及埋深···················································86 图8-2 B、C柱联合基础埋深··············································87 图8-3 基础剖面尺寸示意图···············································88 图8-4 冲切验算计算简图·················································90 图8-5 弯矩和剪力的计算结果·············································90

V

周星星：某高校土木综合楼设计

表格清单

表2-1 风荷载计算·························································7 表2-2 横梁柱线刚度·······················································8 表2-3 框架柱横向侧移刚度D值·············································9 表2-4 框架定点假想水平位移Δ计算表·······································9 表2-5 楼层地震作用和地震剪力标准值计算表································10 表3-1 AB跨梁端剪力·····················································17 表3-2 BC跨梁端剪力·····················································17 表3-3 AB跨跨中弯矩·····················································17 表3-4 柱轴力····························································18 表3-5 活载（a）作用下AB跨梁端剪力······································30 表3-6 活载（a）作用下BC跨梁端剪力······································30 表3-7 活载（a）作用下AB跨跨中弯矩······································30 表3-8 活载（a）作用下柱轴力·············································31 表3-9 活载（b）作用下AB跨梁端剪力······································31 表3-10 活载（b）作用下BC跨梁端剪力······································31 表3-11 活载（b）作用下AB跨跨中弯矩······································32 表3-12 活载（b）作用下柱轴力·············································32 表3-13 活载（c）作用下AB跨梁端剪力······································32 表3-14 活载（c）作用下BC跨梁端剪力······································33 表3-15 活载（c）作用下AB跨跨中弯矩······································33 表3-16 活载（c）作用下柱轴力·············································33 表3-17 满跨活载作用下AB跨梁端剪力······································34 表3-18 满跨活载作用下BC跨梁端剪力······································34 表3-19 满跨活载作用下AB跨跨中弯矩·······································34 表3-20 满跨活载作用下柱轴力··············································35 表3-21 风荷载作用下框架侧移··············································35 表3-22 各层柱反弯点位置··················································36 表3-23 风荷载作用下框架柱剪力及柱端弯矩··································37 表3-24 风荷载作用下梁端、跨中弯矩和剪力··································37 表3-25 风载作用下柱轴力··················································38 表3-26 0.5（雪+活）作用下AB跨梁端剪力标准值·····························44 表3-27 0.5（雪+活）作用下BC跨梁端剪力标准值·····························44 表3-28 0.5（雪+活）作用下AB跨跨中弯矩···································44 表3-29 0.5（雪+活）作用下柱轴力标准值····································45 表3-30 地震作用下框架柱剪力及柱端弯矩···································47 表3-31 地震作用下梁端、跨中弯矩和剪力····································48 表3-32 地震作用下柱轴力··················································48 表4-1 弯矩调幅计算······················································48 表4-2 横向框架梁内力组合················································49 表4-3 横向框架梁内力组合（考虑地震组合）·································56

安徽工程大学毕业设计

表4-4 横向框架柱内力组合················································58 表4-5 横向框架柱内力组合 （考虑地震组合）································61 表5-1 横梁AB BC 跨正截面受弯承载力计算·································65 表5-2 横梁AB BC 跨正截面抗震验算·······································66 表5-3 横梁AB BC 跨斜截面受剪承载力计算·································65 表5-4 横梁AB BC 跨斜截面受剪承载力抗震验算·····························67 表5-5 框架柱正截面压弯承载力计算（|Mmax|）·······························69 表5-6 框架柱正截面压弯承载力计算( Nmin )·································70 表5-7 框架柱正截面压弯承载力计算( Nmax )································71 表5-8 框架柱正截面压弯抗震验算 （|Mmax|）································72 表5-9 框架柱正截面压弯抗震验算 (| Nmin |)································73 表5-10 框架柱正截面压( Nmax )············································74 表5-11 层间弹性侧移验算··················································75 表7-1 板跨中配筋计算····················································83 表7-2 支座配筋计算······················································84

VII