1、 I 某集团综合某集团综合教学教学楼设计楼设计 摘摘 要要 本计算书是针对湖北工业大学商贸学院土木工程专业 2004 级毕业设计“某中 学教学楼设计”的书面成果。本教学楼为七层钢筋混凝土框架结构。平面呈矩形，长 48.3m，宽 16.2m，高 28.5m。结构为三级抗震框架，7 度设防，二类场地土，不考虑地 下水影响，地面粗糙度 B 类。 在“建筑设计”部分中，主要针对设计初期的几个建筑方案从各个方面对它们进行 比较，并确定最终方案。接下来，针对最终建筑方案，确定了其具体建筑构造、做法与 材料。 在“结构设计”部分中，首先确定第轴横向框架为本次手算的任务，明确其计算 简图与各个计算参数；然后根
2、据建筑做法确定其所受荷载，计算梁、柱、板与基础的内 力；最后分别进行各构件的配筋计算。 在“结构设计”手算后，进行了“PKPM”电算，以保证计算成果的可靠性。并达 到同手算成果对比、分析的目的。 根据任务书和实际操作性要求，结构采用柱下独立基础，中柱采用联合基础。 关键字：关键字：毕业设计，教学楼，内力组合，截面设计，弯矩分配。 II Abstract The calculation report is written for the whose name is “Teaching Building in XX city”. The building is reinforcement conc
3、rete structure with seven stories of main part. Its ichnography is “L”. The length of the building is 48.3m, the width is 16.2m and the height is 28.5m. In the process of “Architecture Design”, I mainly made a compartment about some aspect. Finally, I choose the one of them as the final scheme. Afte
4、r that, I determine the detailed conformation and the material of the building. In the process of “Structure Design”, firstly, I determined to calculate the “4th axes frame” by hand and determined the sketch and the parameters of the frame. Secondly, I determined the loads on the frame and calculated the internal forces of the beams, the planes, the columns and the foundations. Lastly, how much reinforcement is necessary can be determined. In the process of the graduation design, I made use
