• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
郭楠, 陆发, 杨校辉, 马天忠. 装配式框架预应力锚索支护结构承载特性及装配式框架计算方法研究[J]. 岩土工程学报, 2022, 44(S1): 254-258. DOI: 10.11779/CJGE2022S1045
引用本文: 郭楠, 陆发, 杨校辉, 马天忠. 装配式框架预应力锚索支护结构承载特性及装配式框架计算方法研究[J]. 岩土工程学报, 2022, 44(S1): 254-258. DOI: 10.11779/CJGE2022S1045
GUO Nan, LU Fa, YANG Xiao-hui, MA Tian-zhong. Bearing characteristics and method of prefabricated for support structure frame-prestressed anchor cable[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 254-258. DOI: 10.11779/CJGE2022S1045
Citation: GUO Nan, LU Fa, YANG Xiao-hui, MA Tian-zhong. Bearing characteristics and method of prefabricated for support structure frame-prestressed anchor cable[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 254-258. DOI: 10.11779/CJGE2022S1045

装配式框架预应力锚索支护结构承载特性及装配式框架计算方法研究

Bearing characteristics and method of prefabricated for support structure frame-prestressed anchor cable

  • 摘要: 框架预应力锚索支护结构用于快速应急滑坡加固或边坡支护工程尚具有局限性,同时现有的变截面装配式框架预应力锚索支护结构的节点易破坏或易发生不均匀沉降。对此,提出了一种新型等截面装配式框架预应力锚索支护结构,通过数值模拟、现场监测试验、理论推导等手段,深入研究了该结构的承载特性、设计方法。结果表明:新型装配式框架结构主要由等截面的预制构件和节点组成,具有施工方便、效率高等优点;该结构立柱应力较大、横梁应力较小,两者的应变均随着高度增加而变大,但是该结构节点强度较低,特别是立柱上的节点;随着该结构上施加的附加荷载增大,框架底部应力增大、顶部应力减小,框架整体应变线性增大;根据装配式框架结构的承载特性和节点变形情况,给出三种装配式框架结构设计计算方法,可运用于实际工程设计。以上研究可为装配式框架预应力锚索支护结构设计施工提供科学依据。

     

    Abstract: The support structure of frame-prestressed anchor cable has limitations in the rapid emergency landslide reinforcement or slope support projects. At the same time, the existing support structure of variable cross-section prefabricated frame-prestressed anchor cable is prone to damage or uneven settlement. A new type of pre-stressed anchor cable support structure with equal cross-section fabricated frame is proposed. Through the numerical simulations, field monitoring tests and theoretical researches, the bearing characteristics and design methods of the structure are deeply studied. The results show that the new fabricated frame structure is mainly composed of prefabricated members and joints with equal section, and it has the advantages of convenient construction and high efficiency. The column stress of the structure is large and the beam stress is small. The strains of both of them increase with the increase of the height, but the strength of the structural node is low, especially the node on the column. With the increase of the additional loads on the structure, the bottom stress of the frame increases, the top stress decreases, and the overall strain of the frame increases linearly. According to the load-bearing characteristics and node deformation of the prefabricated frame structure, three design methods for the prefabricated frame structure are put forward, which can be applied to practical engineering design. The above researches may provide scientific basis for the design and construction of support structure of prefabricated frame-prestressed anchor cable.

     

/

返回文章
返回