王娟封面、中外文摘要

淮 阴 工 学 院

毕业设计说明书

作 者: 学 院: 专 业: 题 目:

王 娟 学 号： 1081407123

建筑工程学院 土木工程房建方向 施河镇初级中学 教学楼设计

指导者：

评阅者：

(姓 名) (专业技术职务) (姓 名) (专业技术职务)

2012 年 5 月

毕业设计说明书中文摘要

本教学楼共5层，层高3.6米，采用钢筋混凝土框架结构，抗震等级为三级，抗震设防烈度为7度，整个设计包括建筑设计和结构设计两部分。 建筑设计部分，首先根据建筑的使用功能确定建筑的初步布局，包括建筑体形及室内空间布置等，然后结合使用的材料、做法进一步确定具体尺寸和平、立面风格等。 结构设计部分，首先根据建筑设计、工艺使用要求、材料供应情况以及场地地质条件等确定结构布置方案，然后选取一榀典型框架进行设计计算。在明确计算简图的前提下，进一步确定框架承受的荷载，包括恒载、屋（楼）面活载和风荷载，在此基础上进行框架内力计算（采用D值法计算风荷载作用下的内力，采用弯矩二次分配法计算竖向荷载作用下的内力）、内力组合、梁、柱和基础等构件的配筋计算以及风荷载作用下的侧移验算。除此之外，还进行了屋（楼）面板、楼梯等附属构件的设计计算。为进一步验证手算结果的精确度，采用PKPM 2005行业软件进行了电算，比较分析表明手算结果是可靠的。 在上述工作的基础上，采用制图软件AutoCAD 2007绘制了建筑施工图和结构施工图。 关键词 钢筋混凝土框架结构，建筑设计，结构设计

毕业设计说明书外文摘要

Title The Design of Shihe Town Middle School Teaching Building Abstract The present project is a 5-storey teaching with the floor height 3.6 m. The reinforced concrete frame structure is adopted and the seismic fortification intensity is 7 with the anti-seismic level 3. The entire graduation project divides into two parts, that is, the architectural design part and the structural design part. In the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting; then the dimension, plane style and elevation style are chosen considering the engineering materials and constructional details. In the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions; then a typical transverse frame is taken to be computed. After the extract of computation sketch, the external loads such as the dead load, living load on the roof (floor) and the wind load are calculated; then the internal force in the structure is obtained through the moment distribution method under vertical loading and the modified knick point method under horizontal loads. In the following, the combination of internal force is performed. On the above basis, the design of structural components such as beams, columns and foundations are respectively carried out, and at the same time the checking computation of the slidesway under wind load is done. In addition, the design of the slabs, stairs and other accessory components are also completed. To verify the accuracy of above results, numerical tests are performed with the software PKPM 2005, and the comparisons prove that the original results are reliable. Finally, the construction documents are completed using the software AutoCAD 2007. Keywords Reinforced concrete frame, Architectural design, Structural design.