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圆塔形锚垫板二级台阶对其承载力影响的试验研究
引用本文:陈钰烨,蒋业东,付委,温朝臣,朱万旭.圆塔形锚垫板二级台阶对其承载力影响的试验研究[J].预应力技术,2013,17(4):36-40.
作者姓名:陈钰烨  蒋业东  付委  温朝臣  朱万旭
作者单位:柳州欧维姆机械股份有限公司,柳州 545005
摘    要:圆塔形锚垫板采用多级台阶的结构形式进行分散传递锚固力,进而提高锚垫板的承载能力。该文以OVM.M15-9D、OVM.M15-12D锚垫板为例,通过改变其结构形式,即去除末端二级台阶,采用ANSYS有限元分析和荷载传递试验的方法,对比研究了其对锚垫板承载能力的影响,并分析了多级台阶在锚下混凝土中的传力形式。

关 键 词:锚垫板  荷载传递  承载能力  多级传力

Experimental study on the influence of two steps of round tower anchor plate on its bearing capacity
Yuye Chen,Yedong Jiang,Wei Fu,Chaochen Wen,Wanxu Zhu.Experimental study on the influence of two steps of round tower anchor plate on its bearing capacity[J].Prestress Technology,2013,17(4):36-40.
Authors:Yuye Chen  Yedong Jiang  Wei Fu  Chaochen Wen  Wanxu Zhu
Affiliation:Liuzhou OVM Machinery Co., Ltd., Liuzhou 545005,China
Abstract:The round tower anchor plate adopts the structure form of multi-level steps to disperse the anchorage force and improve the bearing capacity of the anchor plate. This paper takes OVM.M15-9D and OVM.M15-12D anchor plates as examples, by changing their structural forms, that is, removing the end two steps, using ANSYS finite element analysis and load transfer test methods, to compare and study their effects on the bearing capacity of anchor plates, and analyze the force transfer forms of multi-step steps under the anchor concrete.
Keywords:Anchor plate  Load transfer  Carrying capacity  Multistage force transfer
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