摘要
研究主要简述了工程概况,进行了稳定加固位置标定,设定加固构件及板筋锚固。通过多点位的形式,提升整体的支撑稳定性,实现多点位板筋平衡绑扎,以此为基础,通过赶浆法进行混凝土稳定浇筑,以后期养护与核验来最终实现施工处理。测试结果表明:针对随机选定的6个房屋建筑钢筋混凝土结构支撑点位,在5.5m、8.5m、11.5m不同的背景下最终得出的承载值均在620kN以上,由此可知此次设计的建筑钢筋混凝土结构稳定性施工技术更为精细化、稳定性强,效果更好,以期为类似工程提供参考。
The research mainly summarized the engineering overview,calibrated the stable reinforcement position,set the reinforcement components and plate reinforcement anchoring.By adopting a multi-point form to improve the overall support stability and achieve balanced binding of multi-point plate reinforcement,based on this,stable concrete pouring is carried out through grouting method,and later maintenance and verification are carried out to ultimately achieve construction treatment.The test results show that for the randomly selected 6 reinforced concrete structural support points in building construction,the final bearing values obtained under different backgrounds of 5.5 m,8.5 m,and 11.5 m are all above 620 kN.Therefore,it can be seen that the stability construction technology of the reinforced concrete structure designed in this project is more refined,has strong stability,and has better effects,providing reference for the project.
出处
《建筑技术开发》
2024年第7期43-45,共3页
Building Technology Development
关键词
房屋建筑
钢筋混凝土
混凝土结构
稳定性测定
housing construction
reinforced concrete
concrete structure
stability determination