摘要
文章介绍了某大跨度预应力超重梁的模板支架体系的设计施工方案,强调指出模板支架体系构造措施的重要作用,并提出保证梁模板侧向稳定的施工做法,阐述了立杆地基础处理方法,提出了模板支架施工可操作性问题及立杆最小间距的施工建议。
This paper introduces a large span prestressed beam overweight stent system in the template design and construction program,stressed that the support system of the template the important role of structural measures,and proposed a template to ensure lateral stability of beam construction practices,describes the basis of pole to approach,proposed construction of the template scaffold pole operational problems and the construction of minimum spacing recommendations.
出处
《福建建筑》
2011年第8期79-81,共3页
Fujian Architecture & Construction
关键词
大跨度
超重梁
模板支架
施工方案
Long span Overweight beam Formwork Support programs Construction plan