摘要
分析了影响化学植筋中群筋极限承载力的因素,根据不同的破坏模式推导出了化学植筋的极限承载力公式,并介绍了我国规程中的植筋锚固设计方法及采取的结构构造措施。
Factors affecting the ultimate bearing capacity of multiple bonded rebars are analyzed, and the formula of the ultimate bearing capacity of multiple bonded rebars are deduced according to the different failure modes. Furthermore, post-installed fastening design in our code is introduced, and some corresponding structural measures are proposed.
出处
《结构工程师》
2007年第2期97-100,共4页
Structural Engineers
关键词
群筋
破坏模式
承载力
multiple bonded rebar, failure mode, bearing capacity
