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fixed anchor中文是什么意思

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  • At the same time, behavior and some influence factors of displacement of the fixed anchor are analyzed
    并对锚索锚固段位移的变化特征及其影响因素进行了初步分析。
  • Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical . the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression
    压力分散型锚索是在一个钻孔中安装若干个锚索单元,每个单元都有自己的杆体和锚固段,在张拉时分别承受相同的工作荷载;锚索总的锚固力由分散布置于钻孔不同深度处的这些单元锚索的锚固段来共同承担,并利用各单元的承载体将无粘结锚索的拉力转化为对锚固段注浆体的压力,从而将锚索总的锚固力以压力形式分散作用于不同深度的岩土体上。
  • Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical . the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression
    压力分散型锚索是在一个钻孔中安装若干个锚索单元,每个单元都有自己的杆体和锚固段,在张拉时分别承受相同的工作荷载;锚索总的锚固力由分散布置于钻孔不同深度处的这些单元锚索的锚固段来共同承担,并利用各单元的承载体将无粘结锚索的拉力转化为对锚固段注浆体的压力,从而将锚索总的锚固力以压力形式分散作用于不同深度的岩土体上。
  • Compression dispersion-type anchor can be mainly classified into two categories, one of which is that, plastic coated strands in different length are respectively passed through their own bearing bodies and pre-bent as their midpoints to be t he shape of " u ", then forming several totally unbonded strand loops, i . e . unit anchor tendon . as the research object in this paper, study is performed on the anchor holding capacity, load-displacement behavior, displacement of the fixed anchor length, strain and bond stress distribution, and the removability of anchor tendon, furthermore, with the aid of analytical solution, the distribution of the bond stress is calculated and analyzed, based on the results of test and analytical solutions, design method is provided in this paper
    压力分散型锚索主要有两种结构型式,本文是以将不同长度的无粘结钢绞线分别绕过不同的承载体弯曲成“u”形而组成各个单元锚索体这种型式为研究对象,对其承载力、荷载位移特性、锚固段位移特征、应变与粘结应力分布特征以及锚索体的可回收性能展开研究,并借助于理论分析研究其粘结应力分布状态,然后在此基础上提出了压力分散型锚索的设计计算方法。
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Last modified time:Fri, 15 Aug 2025 00:29:56 GMT

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