综合教学楼混凝土结构毕业设计

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1、 1 摘要摘要 本工程为*综合教学楼，建设地点位*区。本工程 为多层钢筋混凝土框架结构。建筑层数：主体地上六层、局部七层、地下一层。 建筑层高：地下层 3.30m，首层 3.60，标准层 3.60。建筑面积：7700m2左右， 基地面积 53.5*20.5。 本设计主要进行了结构方案中横向框架第轴的抗震设计。在确定框架布 局之后，先进行了层间荷载代表值的计算,接着利用能量法求出自震周期，进而 按底部剪力法计算水平地震荷载作用下大小，从而求出在水平荷载作用下的结 构内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的 结构内力。 然后找出最不利的一组或几组内力组合。 选取最安全的结

2、果计算配 筋并绘图。此外还进行了结构方案中的室内楼梯的设计，完成了平台板，梯段 板，平台梁等构件的内力和配筋计算及施工图绘制。 施工部分主要包括施工方法的选择；主要分部工程施工方法及措施；质量 保证措施；以及雨季施工措施。进行了该工程的施工组织设计和施工平面布置 和施工平面布置图。 关键词：关键词：综合教学楼 框架 底部剪力法 荷载 施工组织设计 平面布置 2 AbstractAbstract This is a multi-layer reinforced concrete frame. It has six stories ,and it has some parts of seven s

3、ories, the height of the down storey is 3.3 meters, and the height of the other stories are all 3.6 meters. The design for the main structure of the programme in the framework of a horizontal axis of seismic design. In determining the framework of the layout, the first conducted on behalf of the loa

4、d between the value of the calculation, then the use of energy demand from the earthquake cycle, then at the bottom of the shear level of seismic loading method under size, which obtained the level of the load Structure of internal forces (moment, shear, axis of). Then calculate vertical load (dead

5、load and live load) under the structure of internal forces. Then find the most disadvantaged group or several groups of a combination of internal forces. Select the most security and reinforcement Calculation of the results of graphics. In addition, the structure of the programme in the design of in

6、door stairs, completed a platform boards, boards of the ladder, platform and other components of the beam internal forces and the reinforcement of calculation and mapping. Construction part includes the major branch project methods ,the option of construction mainly, the measure for guaranting the quality, as well as the special construction measure in rainy season. To carry out the works of construction design and construction layout design, drawing the progress of the