五层3195平米盐城某高校教学楼设计(含建筑图结构图,施工组织)
五层3195平米盐城某高校教学楼设计(含建筑图结构图,施工组织)(任务书,开题报告,外文翻译,论文计算书11000字,施工组织设计20000字,CAD建筑图结构图20张)
摘 要
由于框架结构的优点是建筑平面布置灵活，易于满足设置大空间的要求，立面处理也易于满足建筑艺术的要求，与其他结构相比，它是造价较低的一种结构体系。建筑物的外型由单一的矩形发展到了现在的L形、U形、弧形、原型等很多形状。建筑物的体型也由单一体型发展到了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了框架结构体系。
本设计主要对结构方案中横向第8榀框架进行了结构设计。在确定框架平面布置方式之后，首先进行了层间荷载标准值的计算，接着采用分层法计算得出竖向恒荷载和活荷载作用下的结构内力。然后，利用D值法求出在水平风荷载作用下的结构内力（弯矩、剪力、轴力）。其次，对各种情况下的内力进行了组合，选取最安全的结果进行框架梁、框架柱截面的配筋计算。然后，对浅基础的结构进行了设计。最后，利用PkPM和CAD软件绘制了框架结构的施工图。
关键词： 框架结构；分层法；浅基础；结构设计；配筋
Abstract
[资料来源：http://www.doc163.com]
Because of the advantages of frame structure of the building layout is flexible, 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, U-shaped, arc, 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 8th 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. [资料来源：https://www.doc163.com]
key words：Frame structure；Layering method；Shallow foundation；Structure Design；Reinforcement
目录
第一章 结构选型与布置…………………………………………1
第二章 确定计算简图……………………………………………2 [版权所有：http://DOC163.com]
第三章 框架内力计算……………………………………………8
第四章 框架内力组合……………………………………………29
第五章 框架梁柱截面设计………………………………………34
第六章 楼梯结构计算设计………………………………………42
第七章 现浇楼面板设计…………………………………………45
第八章 基础设计…………………………………………………49
目录
一、工程概况-------------------------------------------------------------------1 [资料来源：www.doc163.com]
二、施工方案及施工方法-------------------------------------------------2
三、施工进度计划------------------------------------------------------------22
四、资源需求计划------------------------------------------------------------23
五、施工准备工作计划------------------------------------------------------25
六、施工现场平面布置图--------------------------------------------------26
七、施工技术措施--------------------------------------------------------------32 [资料来源：Doc163.com]