后锚固,post-installed fastenings
1)post-installed fastenings后锚固
1.Analyse the theory of the post-installed fastenings & their failure mode for the structure;结构后锚固机理分析和破坏特征
2.Based on the development of post-installed fastenings technology of OCS within China.针对国内接触网后锚固技术发展现状,通过技术分析比较,提出了接触网后锚固设计的应用标准、开裂混凝土判定、锚栓选择原则以及接触网在桥隧不同锚固区采用的计算方法和建议措施,对今后工程设计和施工具有一定的参考价值。
英文短句/例句

1.Experimental Study on the Shear Capacity of Post-installed Anchor Group in Concrete Structures;混凝土结构后锚固群锚抗剪试验研究
2.ANALYSIS OF GROUP EFFECT IN THE DESIGN OF POST-INSTALLED ANCHORS SUBJECTED TO TENSILE LOADING基于群锚效应的后锚固受拉计算方法分析
3.Analysis of Shearing Load-Carrying Capacity of Post-Installed Fastenings Anchor Group System in Concrete Structures混凝土结构后锚固群锚系统抗剪承载力分析
4.Experimental Study of Post-Anchored Inorganic Bonded Rebar Performance无机后锚固材料植筋性能试验研究与分析
5.Study of Properties of Post-Anchored Inorganic Reinforcement Material and Its Developing无机后锚固植筋材料的开发及性能研究
6.Regression and analysis of mechanism of pull-out post-anchored method to check concrete strength有约束后锚固拔出法试验受力机理及回归曲线分析
7.The design and calculation of the rear anchorage system are expounded here in this paper.详细介绍了后锚碇锚固体系的设计和计算
8.The cable is then tensioned and anchored at the ends.然后将钢索张拉并锚固于端头处。
9.Study on anchoring type and anchorage system of rock bolt岩锚新的锚固方式及锚固体系的研究
10.Recoverable Resin Bolt Anchoring Section Anchoring Characteristic Study可回收树脂锚杆锚固段锚固特性研究
11.Anchoring effect of pressure-type anchor rods on anchored section压力型锚杆锚固段锚固效应特性分析
12.explosively anchored炸药爆破锚固锚杆法
13.Simulating Test Study on the Anchored Fissured Rock Body after Undergoing High Temperature;高温后裂隙岩体锚固相似模拟实验研究
14.Design Method of Anchorage Zones in Post-Tensioned Prestressed Concrete;后张预应力混凝土锚固区设计方法研究
15.RESEARCH ON ANCHORAGE SYSTEM OF BI-PRESTRESSDE CONCRETE BEAMS后压法双预应力梁新型锚固系统的试验研究
16.Choice of monetary policy framework after retreating from fixed exchange rate anchor从固定汇率锚退出后的货币政策框架选择
17.Application of epoxy anchoring agent during anchorage fixing of bridge cables环氧锚固剂在桥梁缆索锚具锚固中的应用
18."anchor: a heavy object attached to a vessel by a cable or rope and cast overboard to keep the vessel in place either by its weight or by its flukes, which grip the bottom."锚: 用缆绳或粗绳系在船只上的重物,将其抛出后船只可因其重量或锚钩紧水底而固定
相关短句/例句

post-installed后锚固
1.Shear capacity analysis of the concrete post-installed anchors;混凝土后锚固锚栓的抗剪分析
2.Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法:弹性方法和塑性方法。
3.An experimental study was carried out on shear bearing capacity of post-installed anchor group in concrete structure with different anchor edge distance and anchor space length.目的研究锚栓边距和间距的变化对混凝土结构后锚固群锚抗剪性能的影响。
3)post-installed fastening后锚固
1.Existing researches on the multiple-anchor steel-to-concrete connection, the strength of which is controlled by the strength of the anchor steel, are used to develop a revised method for the strength prediction of post-installed fastening connections subjected to bending moment and shear.在现有研究理论基础上,针对钢-混凝土后锚固连接钢材破坏时群锚弯剪承载力计算进行分析。
2.Efforts were made to analyze the sheafing resistance of post-installed fastenings anchor group in concrete structure.在混凝土结构受剪状态下对后锚固群锚系统承载力进行分析,阐述了后锚固锚栓受剪连接破坏形式,进行了混凝土结构群锚系统抗剪承载力的试验及有限元分析,通过对比试验结果、有限元分析值及相关规范与技术手册推荐公式值,提出了进行后锚固群锚系统抗剪极限承载能力设计的若干建议,为群锚系统在工程中的应用提供参考。
4)post-installed fastenings后锚固件
1.Technical investigation of tension bearing capacity of post-installed fastenings used in concrete;混凝土用后锚固件抗拔承载力检验的技术探讨
5)post-tensioning anchorage后张锚固
6)bolt end post cure锚尾后固化
延伸阅读

锚固锚固anchor  mO0gU锚固(a nchor)采用锚杆或锚索对边坡进行加固的作业。在边坡上钻孔穿过潜在滑面,插人锚杆或锚索,在锚固端注浆后对锚杆(索)预加拉应力,最后在坡面上锁紧锚头。其作用原理是借助锚固段砂浆与孔壁周围岩体的摩擦阻力,将锚杆(索)的应力传递到潜在滑动面以下的深部岩体中,增高滑体对滑面上的正应力,从而提高抗滑阻力,使锚杆(索)锚固端两端部之间形成压力锥体范围内的岩石被挤压,进而使潜在滑动面上下的岩石与锚杆(索)联成一个整体,形成一均匀挤压带,约束了岩体的变形和破坏,提高了坡体的稳定性。其作用原理见图l。 对于平面型滑坡锚杆(索)加固作用(图2)以公式表达: 加固前K,一昼塑竺决李型兰卫二 。。二n:‘”Gsin口 二.二。。_[Geosa+Psin(a+6)〕tan笋+CL 加固后K:二匕=共一舟井拱子拼井罕拱裂止二 ““目,“一’‘Gsinq一尸cos(口十6)式中分子表示抗滑力;分母表示滑动力;Kl、K:分别为加固前后边坡稳定性系数;G为滑坡体重量四为滑动面倾角;0为预应力锚杆(索)与水平面的夹角;尹为岩石的内摩擦角;C为岩石粘结力;L为条块滑面长度;尸为锚杆〔索)每沿米的预拉力。 预应力锚杆(索)主要适用于岩体整体性较好且具有确定的潜在滑动面的岩质边坡。笋 图1锚杆(索)作用原理示意图 王一压缩带;2一猫杆(索);3一未加固的表面岩石; 4一锚头;5一滑动面;6一锚固段 、尸少汀 G 图2锚固力尸的作用图