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摘要本文是针对某教学楼设计的书面成果。本教学楼为五层现浇钢筋混凝土框架结构，长52.2m，宽16.5m，高19. 5m，为抗震等级三级，7度设防，建筑场地为二类。
整个设计分为建筑设计和结构设计两部分。建筑设计根据现行规范和毕业设计任务书的要求对教学楼进行了合理的平面布置。在结构设计中，首先选择一榀框架为本次手算的对象，明确计算简图和各个计算参数，计算竖向荷载、水平荷载，进而计算出各种荷载作用下的内力，然后对各种内力进行组合，从中挑选出一组或多组最不利内力组合进行截面配筋计算。最后完成了梁柱配筋、板配筋、基础配筋等各构件施工图的绘制。50884
在结构设计部分，我穿插进行excel电算，将电算结果同手算结果进行对比、分析，以保证计算成果的可靠性。
毕业论文关键词： 教学楼； 钢筋混凝土框架结构；抗震设计； excel 电算
Abstract This paper was written for the design of a teaching building. The teaching building is five layers of cast-in-place reinforced concrete frame structure, length 52.2m, width 16.5m, height of 19 5m, for the seismic grade three, 7 degree fortification, building venues for the two.
The entire work is pided into two parts approximately: the architecture part and the construction part. At the beginning, I carried on the reasonable design of the hotel planar structure based on the request in the standard booklet and the design project description. In the process of “Structure Design”, first I choose a pin frame as the duty which calculated for this hand, clear about its computation diagram and each computation parameter. Then carries on vertical and the horizontal load function then calculates under each kind of load function the internal force. Then carries on internal force to each kind of internal force to combine and to choose group of or the multi-group most disadvantageous internal force combination carries on the section design to it to match the muscle. Finally completed the beam and column match the muscle, the board matches the muscle, the foundation matches the muscle, the foundation detail drawing, the staircase and various components construction's drawing plan. In the part of the structure design, I go on computing on the structure software EXCEL, the results are compared with the hand count, analyze, and to ensure the reliability of the calculation results.
Key words: Office buildings; Frame structure; excel computing
目 录
第一章 绪论 3
1.1 工程概况 3
1.2 主要构件材料及尺寸估算 3
1.3 框架结构计算简图和结构平面布置图 4
第二章 楼板设计 5
2.1屋面和楼面板的荷载计算 5
2.2楼板计算 6
第三章 次梁计算 19
3.1荷载计算 19
3.2.1.弯矩计算 19
3.2.2剪力计算 20
3.3 截面设计 20
3.3.1 AB跨跨中配筋 20
3.3.2斜截面受剪承载力计算 21
第四章 竖向荷载作用下框架结构的内力计算 22
4.1横向框架计算单元 22
4.3 恒载荷载计算 23
4.4 恒载内力计算