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混凝土结构课程设计

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08土木8班 刘宝冲 05108833 赵兰敏

2011年9月17日-2011年9月30日

中 文 摘 要

摘要：在全球化的经济浪潮中,中国的经济蓬勃发展，作为世界工厂，中国的工业厂房设计、装修与施工理应跟上世界潮流。 我国在工业厂房的设计与施工领域具有先进的管理理念和丰富的经验，为工业商建造最符合设备、管道布局要求和最便捷的人流、物流规划的工业厂房。结构方面：主要进行了结构选型与结构布置；重点进行了排架的荷载计算、内力计算及内力组合；排架柱截面配筋计算及牛腿设计；柱下独立基础设计以及绘制结构施工图。

关键词：单层工业厂房、排架结构、内力分析、内力组合

Abstract:

The wave of economic globalization, China's economic boom, as the world factory, China's industrial plant design, decoration and construction should keep pace with global trends. China's industrial plant in the field of design and construction of advanced management ideas and experience for the industrial building the best equipment, piping layout requirements and the most convenient flow, logistics planning of industrial plant. Structure: the main structure for the selection and the structural arrangement; key was bent in the load calculation,

calculation of internal force and internal force composition; bent reinforcement section column and corbel design calculations; foundation under column design and construction drawing drawing .

Key words: single industrial plants, Bent structure, internal force, internal force combination

目 录

目 录

第一章 设计资料 ......................................................................................................1 第二章 厂房标准构件及排架柱材料选用 ...............................................................2 2.1厂房中标准构件选用情况 .................................................................................2 2.2排架柱材料选用 ................................................................................................3 第三章 排架柱高与截面计算 ..................................................................................4 3.1排架柱高计算 ....................................................................................................4 3.2柱截面尺寸计算 ................................................................................................4 第四章 排架柱上的荷载计算 ..................................................................................5 4.1屋盖自重计算 ....................................................................................................5 4.2柱自重计算 ........................................................................................................5 4.3吊车、吊车梁及轨道自重计算 .........................................................................5 4.4屋面活荷载计算 ................................................................................................5 4.5吊车荷载计算 ....................................................................................................5 4.6风荷载计算 ........................................................................................................................ 6 第五章 内力计算 ......................................................................................................6 5.1GX作用内力计算 ...............................................................................................6 5.2 屋面活荷载内力计算 ...................................................................................................... 8 5.3吊车竖向荷载作用内力计算 .............................................................................9 5.4吊车水平荷载作用内力计算 ........................................................................... 10 5.5风荷载作用 ...................................................................................................... 11 5.6最不利荷载组合 ............................................................................................................. 12 第六章 排架柱设计 ................................................................................................ 14 6.1柱截面配筋计算 ............................................................................................................. 14 6.2柱在排架平面外承载力验算 ....................................................................................... 15 6.3斜截面抗剪和裂缝宽度验算 ....................................................................................... 17 6.4柱牛腿设计 ...................................................................................................................... 18 第七章 基础设计 .................................................................................................... 19

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