1)anchoring effect锚固效果
1.This paper makes deep analysis on various factors influencing the anchoring effect of the resin anchor rod, introduces some corresponding preventive measures, and puts forward some practicable construction methods for the proper erection and application of the resin anchor rod.对影响树脂锚杆锚固效果的诸多因素进行了深入的分析,并介绍了相应的防范措施,为树脂锚杆的正确安装和使用提供了一些具有可操作性的施工方法。
英文短句/例句
1.A Study on Nondestructive Detection of Stress Wave in Anchorage Bolts and Evaluation of Anchorage System Quality;应力波法锚杆加固无损检测与锚固效果评价的研究
2.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
3.Numerical analysis of reinforcement effects and response to dynamic loads characteristics of rock bolts锚杆对围岩的加固效果和动载响应的数值分析
4.The Influence of Prestressed to Advanced Reinforcement Blot of Laneway of Soft Rock预应力对预应力锚杆加固软岩巷道效果的影响
5.To evaluate the effects of "anchor" fixation operation used in the fixed esotropia.目的 :评价“锚”固定术在固定性内斜视手术中的应用效果。
6.Research to the Design,Strengthening Mechanism and Effect of Anti-slide Pile with Pre-stressed Anchor Cable;预应力锚索抗滑桩设计和加固机理及加固效果研究
7.The water has an effect on anchoring performance of resin cable bolts.水对树脂锚索锚固性能具有影响,可导致锚索锚固失效。
8.Interaction mechanism and reinforcement effects of prestressed anchorage piles based on FLAC 3D基于FLAC~(3D)预应力锚拉桩作用机制和加固效果研究
9.Model tests on anti-explosion anchoring effect of tunnels reinforced by dense bolts at arch top拱顶端部加密锚杆支护洞室抗爆加固效果模型试验研究
10.MECHANICAL BEHAVIOUR AND EFFECTS OF PRESTRESSED ANCHORAGE FOR ROCK SLOPE岩质边坡预应力锚固的力学行为及群锚效应
11.The Anchoring Mechanism of High-strength Prestressed Anchor and Time-dependent Deformation Analysis of Bolted Rock Mass;高强预应力锚杆的锚固机理及时效性分析
12.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
13.Anchorage Mechanism and Anchoring Effect of Joint Rockmass and Their Applications;锚杆在节理岩体中的加固作用机理和锚固效应分析及应用
14.Anchorage of abutment near by dam toe-effective reinforcement method for high arch dam垫脚加锚-高拱坝加固增稳的高效方法
15.FIELD TEST STUDY OF BLAST-RESISTING OF A NEW COMPOSITE ANCHORAGE TYPE OF STRUCTURE IN ROCK--ANALYSIS OF MACRO EFFECT AND MEASUREMENT RESULT岩石中新型复合锚固类结构抗爆性能现场试验研究——宏观效应与量测结果分析
16., great attention is paid to the most economic dimension and material cost, under the safety of anchorage device.在保证锚固效率的同时,锚具的成本成为人们越来越关注的问题。
17.ANALYSIS OF MECHANICAL BEHAVIOURS AND EFFECTS OF PRESTRESSED ANCHORAGE预应力锚索加固技术的力学行为与群锚效应分析
18.Study on the Rational Structure and Supporting Effect of Rock Bolt Plate锚杆托板的合理结构与支护效果研究
相关短句/例句
Anchorage effect锚固效应
1.Thus,the results by slice method often underestimates the anchorage effect.锚固边坡具有锚固结构与土体变形协调的特点,而用条分法分析边坡稳定性时因土体刚体假设无法考虑结构与土体共同作用的本质,存在低估锚固效应的问题。
3)reinforcement effect锚固效应
1.Study of reinforcement effect of anchored rock masses and analytic constitutive equation for rock bolt;岩体锚固效应及锚杆的解析本构模型研究
4)fastening invalidation锚固失效
1.The problems include product classification,capability criterions,applicability,performance test,method and request of test on the fastening ability under complex loads,influence of crack on the strength of anchor,fastening invalidation,valuing of the material coefficient of anchor,etc.结合试验研究、工程设计与施工体会,对混凝土结构后锚固连接锚栓的产品分类、性能标准、适用范围、性能检验、复杂荷载下的锚固性能检验要求及方法、裂缝对锚栓承载力的影响、锚固失效、锚栓承载力分项系数γR的取值等问题进行了讨论,对《混凝土结构后锚固技术规程》(JGJ145—2004)中相关的部分条款提出了不同意见和修改建议。
5)anchoring effect锚固效应
1.Simulation test and numerical simulation of anchoring effect of priestesses cable;预应力锚索锚固效应的仿真试验与数值模拟研究
2.The characteristics of anchoring effect are given by comparing the theoretical results with the simulated ones.利用无限体内一点受集中力作用的Love位移与应力函数解,推导出浆体与岩土体界面间的位移及剪应力分布曲线,以及通过使用Mathmatica及Matlab等数学工具求出锚固体周边岩土体内各点的位移等值线,并采用Ansys数值模拟方法进行验证,得出压力型锚杆锚固段的锚固效应特性。
6)anchor effect锚固效应
1.Based on the introduction of the structure and function of prestressed chain, discussion is made on the factors that influence its anchor effect.在阐述预应力锚索结构及其作用的基础上,分析了影响预应力锚索锚固效果的主要因素,根据现场实测数据,对内锚固段应力分布特征进行了系统的分析,针对预应力锚固效应的三个方面,提出了群锚第一效应和群锚第二效应的概念。
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
