锚板

超声波法检测预埋件锚板与混凝土的粘结质量

Using ultrasonic wave method to monitor cohesive quality between anchor plate of embedded parts and concrete

实践应用证明，采用本施工技术措施，可实现接触网锚板埋设施工一次到位。

Practical application proves that we can achieve one-time completed anchor plate laying by making use of this technical measure .

水平锚板极限抗拔力的一种算法

A New Algorithm of Ultimate Uplift Resistance of Horizontal Anchor Plates

不排水黏土中深埋锚板的抗拔承载力

Pullout capacity of deeply embedded plate anchors in undrained clay

预拉力混凝土锚板土钉墙支护新技术

A New Technology of Pretension Concrete Anchor Slab Soil Nail Wall Support

最后介绍了锚板的设计安全系数及其制作和施工。

The safety factors and constructions of anchor plates are also introduced .

深基坑边壁喷锚板的支护结构设计

Design of Anchored Guniting Slab as a Supporting Structure of Deep Foundation Pit

张拉索膜结构锚板基础设计理论研究

Design methods of anchors plates as tension foundations of tensile cable - membrane structures

许多学者研究了黏土中锚板的抗拔承载力。

Many scholars have studied the ultimate pull-out capacity of anchor plates in clay .

带锚板的梁&墙平面外连接节点受力性能和破坏机理研究

Study on Mechanical Behavior and Failure Mechanism of Beam-wall Out-of-plane Joint with Anchor Plate

文中还论证了节点箍筋的作用和锚板锚固性能。

The effect of stirrups and plates on SRC joint has also been discussed .

锚板的极限承载力研究一直是海洋工程中的重要课题之一。

Ultimate pull-out capacity of anchor plate is always the key problem in ocean engineering .

研究还表明，摩擦系数对锚板的极限承载力影响不大。

The results also show that the friction coefficient have little impact on the UPC .

砂土中锚板荷载-位移特性研究及上拔位移计算

Study on load-displacement characteristic of anchor slab in sandy soil and calculation of uplifting displacement

水平锚板极限抗拔力研究

Vertical Uplift Capacity of Horizontal Anchor Plates

所研究的锚固系统是由高强螺母、钢锚板和锚固钢筋组成。

It is made up of anchorage steel plate , screw nut and anchorage steel bar .

简要回顾了水平锚板抗拔极限承载力计算方法的发展历史。

The development history of computational methods for vertical uplift capacity of horizontal anchor plates is reviewed .

这篇文章用有限元分析了钢筋砼预应力锚具的强度及变形，通过计算，为使锚板的受力更加合理，物尽其材。

The paper deals with the strength and the deformation of prestressed anchors by the finite element method .

锚板设计的关键问题之一是确定其极限承载力。

One of the critical issues in the design of the anchor is to determine the uplift capacity of the anchor .

系统地介绍了轻型预应力张拉索膜结构适用的一种锚固基础类型&锚板类型抗拔基础的工作机理和设计理论。

The working mechanisms and design methods of anchor plates , one of the applicable tension foundations of tensile cable-membrane structures are introduced .

斜拉索锚板方位对斜拉桥索塔节段应力分布影响的数值模拟分析

Numerical Simulation and Analysis for Stresses Distribution Difference in Different Cable Anchor Plane Direction of the Segment of Cable Tower of Cable-stayed Bridge

对于正常固结土中的预埋锚板来说，分开和始终粘结情况下抗拔承载力系数都是随着上拔位移的增加而增加。

For pre-embedded anchor in NC clay , the pullout capacity factors increase with the increasing of the uplift displacement for both attached and vented base .

但是，大多数研究只限于黏土中锚板承载力的近似解或由试验研究得到的经验公式。

However , most studies have only been the approximate solutions of bearing capacity of anchor plates in clay , or the empirical formula obtained from test .

埋设角度只有在浅埋时对锚板的法向承载能力有较大影响，随着埋深的增加这种影响逐渐变小。

Only when buried shallow the embedment angles have great influence on bearing capacity , and this influence became smaller along with the increase of embedment depth .

本实用新型将密封罩罩在表面光滑的工作锚板上，不再需要进行其它处理就能满足密封要求；

The utility model covers the sealing cover on the working anchor plate with a smooth surface with no need to do other treatment to meet the sealing demand .

近年来，随着海上油气开采向深海的发展，锚板作为一种简单又经济的锚固系统又应用到了新型的浮式海洋平台。

As the offshore oil / gas exploration moved to deep-water area , the anchors also are used in the floating platforms as a simple and economic anchoring system .

为此采用弹塑性大变形有限元法研究了该类锚板在正常固结黏土中的承载力，并考虑了安装过程对承载力的影响。

The pullout capacity for pre-embedded and considering installation process of circular plate anchor in normally consolidated ( NC ) clay has been investigated numerically using elasto-plastic large deformation finite element method .

同时，通过改变矩形锚板和梯形锚板的系缆力偏离法向的角度，考察极限承载力及承载力系数的变化。

Meanwhile , in the case of separating soil from the anchor plates , the UPC and the UPC factors are also studied by changing the mooring force angles for trapezoidal and rectangular plate .

随着锚板嵌入技术研究的日趋完善，法向承力锚的应用范围将越来越广，对锚板承载力性能的要求也会越来越高。

As the development of anchor embedding technology , more and more vertically-loaded anchors will be used in more extensive ranges . So the requirements for the performance of the anchor plates are growing .

其次，了解了各国关于钢筋机械锚固的相关规定，对各个国家的基本锚固长度和带锚板钢筋的锚固长度进行了对比。

A deep understanding of provisions on mechanical anchorage of steel bars in different countries is obtained , and then , basic anchoring length and anchoring length of steel bars with anchoring plates in different countries are compared .