鞍山市新世纪小学综合楼教学楼建筑结构设计计算书-可提供完整设计图纸.doc

鞍山市新世纪小学某教学楼的建筑结构设计 摘要 本设计是鞍山市新世纪小学综合楼教学楼建筑结构设计。本设计采用钢筋混凝土框架结构。柱网布置为4.5m×6.6m,层高为3.3m.总高为13.30m，总长为80.65m,总宽度为16.20m。设有18个普通班、2个180的合班教室和两个100语音室、微机室等辅助教学房间及行政办公房间。采用一字型内廊式平面设计。初定梁、柱截面尺寸，楼板的厚度。并验算是否满足刚度要求，进行重力荷载计算，水平地震作用下的框架的内力分析，水平风荷载作用下框架的内力分析，竖向荷载作用下横向框架结构的内力分析，竖向荷载作用下横向框架结构的内力计算，横向框架内力组合，选择最不利的组合对梁、板、柱、基础进行配筋计算, 设计中遵循强柱弱梁，强剪弱弯的设计理念,并对楼梯、雨篷进行配筋计算等等。 关键词：柱网布置；框架结构；内力组合；配筋计算 The architectural and structural design of Taoyuan Junior school one of teaching buildings in AnShan Abstract This design is about one junior school teaching building in AnShan.. The layout of the columns is 4.8m×6.6m.The height of every floor is 3.6m. And the total height of the building is 15.20m.The total length is 83.09m and total width is 16.00m. There are 18 ordinary teaching room,two combined teaching rooms with 180 square meters, voice teaching rooms,computer rooms,assistant teaching rooms and adminstrative office rooms with100 square meters.The building is designed by “一”shaped and middle corrider type plane. Firstly I mainly assured the size of beam and column, the thickness of the floors. Then, I checked the desgin whether satisfy the rigidity or not. And then I calculated gravity load, under horizontal seismic of the internal forces of framework, under wind load of the internal forces of framework, horizontal framework structure of the internal forces under vertical load. And then, I did the combination of internal force of horizontal framework and assured the reinforcement of beams, columns, floors and foundations by the most disadvantage combination of internal force. Follow the weak roof beam of strong post in the design, cut the weak and curved design idea strongly,at the same time I did the calculation of the stairs, rain shelter and so on. Keywords: arrangement of columns，framework，combination of internal force， calculation of reinforcement 1　绪论 1 1.1　混凝土的组成与分类 1 1.3　混凝土的历史及发展 2 2　建筑设计 3 2.1　建筑设计总说明 3 2.2　设计数 3 2.3　建筑方案设计 4 2.4　平面设计 4 2.5　立面设计 4 2.6　剖面设计 4 2.7　建筑做法 4