摘要
本文针对豫南地区某乡中心小学教学楼楼面砼大梁强度严重降低、并可能进一步降低的情况,给出了在基本不改变梁截面、不破坏已完工程且不影响后续工程及施工进度的钢桁架加固方案。
This article talks about the serious falling of the floor concrete big beams′ strength of the teaching building of some town′s central primary school,south part of Henan Province.Maybe the falling situation of the beams will get worse.The author here made a steel truss reinforcement scheme which under the basic programme of unchanging the beam section、undestroying the finished project 、unaffecting the continual project and construction progress.
出处
《信阳师范学院学报(自然科学版)》
CAS
1999年第1期92-97,102,共7页
Journal of Xinyang Normal University(Natural Science Edition)
关键词
钢桁架
体积不安定因素
加固工程
混凝土结构
Concrete big beam
Steel truss
Unsteady factor in volume
Reinforcement.