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摘要上海科技大学一教楼本工程总建筑面积约6000m2左右；本工程设计标高±0.000相当于绝对标高±3.600米（注：该绝对标高即本工程勘察报告中的绝对标高）。建筑层数为5层，屋面为不上人屋面。23598
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本工程为使用教学功能的一教教学楼，以其结构形式为现浇钢筋混凝土框架结构，安全等级为二级，屋盖及楼盖宜采用现浇式结构；设计使用年限为50 年；建筑物等耐火等级为二级；建筑抗震设防烈度为7度；地基土承载力设计值为100kPa。论文网
总建筑面积： 6000 m2左右；结构层数：5层。首层层高为4.8m,其余四层层高均为4.5m。
建筑技术条件：
气象资料：本工程基本风压为0.55kN/m2 ,地面粗糙类别为B类，基本雪压取用0.2 kN/m2
梁的截面尺寸应满足承载力、刚度及延性要求。截面高度一般取梁跨度的1/12~1/8，为防止梁产生剪切脆性破坏，梁的净跨与截面高度之比不宜小于4。梁截面宽度可取1/3~1/2梁高，同时不宜小于1/2柱宽，且不应小于250mm。
同时，柱截面高度不宜小于400mm，宽度不宜小于350mm，柱净高与截面长边尺寸之比宜大于4。框架柱上、下层截面高度不同时，从下至上，边柱一般采取内缩，中柱宜采取两边缩。每次缩小的柱截面高度以100~150mm为宜。框架梁的截面中心线宜与柱中心线重合。当必须偏置时，同一平面内梁、柱中心线间的偏心距不宜大于柱截面在该方向边长的1/4。
毕业论文关键词： 教学楼； 框架； 建筑设计； 结构设计
Abstract Shanghai University of science and technology, the education building of this project has a total construction area of about 6000m2; the design elevation of 0 is equivalent to the absolute elevation 3.600 meters (Note: the absolute elevation is the absolute elevation in engineering investigation report). The building has 5 floors, roof is not roofs.
This project is the use of teaching function of a teaching building, with its structure form for cast-in-situ reinforced concrete frame structure, the level of security for the two, roof and floor should adopt the cast structure; design service life is 50 years; building fire resistance rating for the two buildings; fortification intensity is 7 degrees; bearing capacity of the foundation design value is 100kPa.
The total building area: 6000 m2; structural layers: layer 5. The first floor height is 4.8m, the other four layers high are 4.5m.
Construction technology conditions:
Meteorological data: basic wind pressure of this project is 0.55kN/m2, ground roughness class B, basic snow pressure from 0.2 kN/m2
Beam section size should meet the bearing capacity, stiffness and ductility requirement. 1/12~1/8 height and beam span section, in order to prevent the brittle shear beam, high beam span and section ratio should not be less than 4. The width of the beam desirable 1/3~1/2 beam high, at the same time should not be less than 1/2 column width, and should not be less than 250mm.
At the same time, the column section height of not less than 400mm, width of not less than 350mm, column height and section dimension of the long side of the ratio should be greater than 4. Frame column, the lower section height is not at the same time, from top to bottom, side column usually take a retraction, in the column should take both shrinkage. Column section each reduced height should be 100~150mm. Central line of the section of frame beam and column should be the center line of coincidence. When must offset, offset the same plane beam, column spacing is greater than between the center line of column section in the direction of length 1/4.
Keywords: teaching building; framework; architecture design; structure design.
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