本次设计为瓜州中学综合大楼，总建筑面积4560 此次毕业设计包括两部分：建筑设计，结构设计。建筑设计部分绘制了10张建筑图，在兼顾美学性和艺术性的同时，服务性功能成了楼层布置方案的重要因素。结构设计部分涵盖荷载（恒载、活载，水平地震荷载等）计算，荷载下的内力计算，构件（梁、柱、板和交叉条形基础等）设计以及地基加固，共完成了12张结构图，。本次设计除进行手算外，还借助于PKPM软件，对整个结构体系进行了电算（包括计算与绘图打印）。 本设计在专题部分翻译有关基础工程方面的研究资料，丰富了毕业设计内容。 关键词：结构设计，框架结构，砖混结构。 Abstract This thesis is the design of The whole design procedure consists of the architectural and the structural design. In the architectural design, totally 10 architectural drawings are finished, the service function is the most important factor of determining each floor plan, while the consideration of aesthetics is also included. In the structural analysis, the loads (such as the dead load, live load and the horizontal earthquake load etc) and the internal forces under the action of loads as well as the reinforcement in the members (such as beam, column, plate, and intersected strip foundation etc) are calculated,meanwhile foundation Bed is consolidated. Except for the written calculation in this thesis, the software PKPM is also used to perform the whole procedure of structural design (both calculation and plotting). Totally 12 structural drawings are finished. Same study data about foundation work is translated for in this design as a special topic,enriched the design content. Key Words: structural design frame structure brick and concrete mixed structure. 目 录 毕业设计任务书 第一章 设计依据 一． 课程名称·········································1 二． 设计依据·········································1 三． 技术功能要求·····································1 四． 设计原始数据·····································1 五． 建筑设计外观要求·································2 六． 结构设计·········································2 七． 主要参考文献·····································3 第二章 结构布置及计算简图 一． 结构方案确定·····································4 二． 结构构件确定·····································5 第三章 重力荷载代表值计算 一． 荷载标准值·······································8 二． 重力荷载代表值计算······························10 第四章 框架侧移刚度计算 第五章 横向水平荷载作用下框架结构的内力和侧移计算 一． 横向自振周期计算································20 二． 水平地震作用及楼层地震剪力计算··················21 三． 水平地震作用下的位移验算························22 四． 水平地震作用下的框架内力························23 第六章 竖向荷载作用下框架结构的内力计算 一． 横向框架的内力计算 ·····························28 二． 纵向框架的内力计算 ·····························48 第七章 内力计算 一． 横向框架梁内力组合······························57 二． 横向框架柱内力组合······························62 第八章 截面设计 一． 框架梁截面设计··································65 二． 框架柱截面设计··································68 第九章 楼板计算 一． 荷载设计值······································76 二． 双向板、单向板的确定····························77 三． 计算跨度········································78 四． 弯矩计算········································78 五． 截面设计········································79 第十章 次梁计算 一． 内力计算········································82 二． 截面设计········································84 第十一章 基础设计 一． 基底面积确定····································86 二． 内力计算········································89 三． 基础梁截面配筋·································102 四． 地基加固·······································103 第十二章 楼梯设计 一． 楼梯板设计·····································105 二． 平台板设计·····································106 三． 平台梁设计·····································107 第十三章 砌体结构 一． 砌体结构计算控制数据···························109 二． 结构计算总结果·································109 三． 各层计算结果···································109 |
主体５层局部６层中学综合大楼（包括论文/图纸，完整的一套毕业设计）
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