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1)  pressure-type anchor
压力型锚杆
2)  pressure-dispersive anchor
压力分散型锚杆
1.
The pressure-dispersive anchor,especially the U-shaped anchor surrounding load body has good endurance,high anchor efficiency,and advantage of stress and deformation coordination of the underground structure and reduces the structure-building price.
压力分散型锚杆,特别是U型环绕承载体锚杆具有良好的耐久性,锚固效率高,有利于地下结构的应力与变形协调,减少工程造价,作为永久性抗浮锚杆具有明显的技术优势。
2.
Combining the Mindlin elastic displacement solution with the elementary theory of finite element, in this paper, the shear stress distribution of pressure-dispersive anchor is calculated.
将Mindlin弹性位移解与有限元的基本方法相结合,计算了压力分散型锚杆的剪应力分布规律,对比分析了其受力性能与拉力型锚杆的区别;通过在软弱岩层中进行压力分散型锚杆的现场承载力试验,证实了压力分散型锚杆的承载能力与同条件的拉力型锚杆相比有较大幅度的提高,并分析了承载体间距对于压力分散型锚杆承载能力的影响,可为该种新型锚杆今后的工程应用提供参考。
3.
In pressure-dispersive anchor system,unbonded steel strand is used to disperse the external load to load-bearing bodies at different locations,and the load is transferred through the compressing action between the load-bearing bodies and mortar.
压力分散型锚杆利用全长无粘结钢绞线,将外荷载分散到锚杆中不同位置的承载体上,通过承载体挤压砂浆体实现荷载传递。
3)  tensile-type anchor
拉力型锚杆
1.
An analysis of working performance of pressure-type and tensile-type anchor;
压力型和拉力型锚杆工作性能对比研究
4)  anchoring static pressed pile method
锚杆静力压桩法
1.
Study on construction technology of anchoring static pressed pile method;
锚杆静力压桩法施工技术研究
5)  anchorbar static pressure piles bearing frame
锚杆压桩承力架
6)  prestressed yield bolt
预应力让压锚杆
1.
Development of 3D numerical simulating methods for high prestressed yield bolts;
高预应力让压锚杆数值模拟方法研究
补充资料:采用可拆卸预应力锚杆技术进行高层建筑基坑护坡


采用可拆卸预应力锚杆技术进行高层建筑基坑护坡


  霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
  
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