锚固体系,anchorage system
1)anchorage system锚固体系
1.Construction technology of DSM low retracting pre-stressedanchorage system;DSM型低回缩预应力锚固体系施工工艺
2.The experimental study on the sleeve-glue patternanchorage system of FRP tendon;套筒灌胶式FRP筋材锚固体系的试验研究
3.Study on anchoring type andanchorage system of rock bolt;岩锚新的锚固方式及锚固体系的研究
英文短句/例句
1.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
2.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
3.Development and Application of Integrative Nodular Cast Iron Anchorage System for Unbonded Tendons无粘结预应力筋用球墨铸铁一体化锚具锚固体系的研制与应用
4.THE RESEARCH AND APPLICATION OF ANCHORAGE SYSTEM FOR HIGH-EFFICIENT EXTERNAL PRESTRESSED STRUCTURES高效体外预应力结构锚固体系研究与应用
5.Research and Application of Tension and Anchor System of Prestressed Steel Bar预应力钢棒张拉锚固体系的研究及工程应用
6.The Study of Prestressed Steel Structure Anchor System and Forming Technology;关于预应力钢结构锚固体系和成型技术的研究
7.Study on Self-protective Design of Geotechnical Anchoring Structure Based on Plastic Deformation Facility;基于塑性变形发生器的岩土锚固体系自保护设计研究
8.A Study on Anchorage Quality Detection Technology of the Anchor Bar-Surrounding Rock System;锚杆围岩体系的锚固质量检测技术的研究
9.EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTY OF ANCHOR CFRP SHEET WITH THE WAVE-SHAPED-TEETH ANCHOR AND DESIGN OF ANCHOR SYSTEY波形齿锚具锚固CFRP片材的力学性能试验研究及锚具体系设计
10.Study on Hoop Stress System of the Tower Wall at the Anchorage Zone of Cable-stayed Bridge Cable Bent Tower;斜拉桥索塔锚固区塔壁环向应力体系研究
11.Experimental Analysis of Pre-stress Loss on Tensioning and Anchoring CFRP Sheet with Wave-shaped-gear波形齿体系张拉并锚固CFRP片材的预应力损失
12.2. The damage on the interface of anchorage body and rock-soil was proved main form of failure of anchorage system bated on the experimental research.2、通过实验室研究,验证了锚固体与岩土体界面上的破坏是锚固系统失效的主要形式。
13.Research on Relations of Installation Torque and Anchoring Force of Self-screwed Bolt自旋锚杆安装扭矩与锚固力关系研究
14.The Structure Analysis of Continuous Beam Strengthened by External Prestressing and the Research of Anchorage System;体外预应力加固连续梁结构分析及其锚固系统研究
PREHENSIVE RESEARCH OF CRITICAL ANCHORAGE LENGTH PROBLEM OF ROD OF ANCHORAGE STRUCTURE锚固类结构杆体临界锚固长度问题综合研究
16.Theoretical Calculation and Experimental Analysis of "#" Type Prestressed System the Cable Tower Anchorage Zone of Cable-Stayed Bridge;#字型预应力体系在索塔锚固区的应用及试验研究
17.Research and Numerical Simulation of Anchoring Composite Support System in Layered Rocks Based on Mechanics of Composite Materials;基于复合材料力学的层状岩体锚固支护系统研究与数值模拟
18.Study on the Concrete Lattice Beams of the Prestressed Anchor Cable Frame and the Design Method Research;混凝土格构锚固支护体系中格构梁的受力机理与设计方法研究
相关短句/例句
anchor system锚固体系
bining with practical projects and according to construction features of ultra-long prestressed steel structures,engineers adopted some measures in construction of manyanchor systems to ensure construction quality.结合工程实际 ,针对预应力超长钢结构施工的特点 ,对多种锚固体系的施工过程采取了诸如双控、制定详细计划书、必要的验算和锚节点构造的施工保证等措施 ,保证了工程施工质量。
3)anchoring system锚固体系
1.Based on the supporting and reinforcing mechanism of metal bars in theanchoring system,ananchoring system model is founded.根据锚固金属杆的支护、加固机理,构建了锚固体系模型,并由导波的传播特性与锚固体系各交界面为刚性锚固联结的假设,推导出了轴对称导波在柱状锚固复合体系中传播的频散方程;根据锚固体系中导波的几何频散特性,利用M SC/NA STRAN有限元软件,对导波的频散现象进行了数值模拟分析,得出了锚固体系中反射波形的拉平现象。
2.Attenuation rule and propagation law of wave inanchoring system are obtained.通过理论分析 ,研究了波在锚杆体内波动能量的外泄特征 ,研究了弹性波在锚杆、岩土介质及其耦合体系中的传播规律 ,得到了波在锚固体系中的衰减规律及传播机制 。
3.Research and manufacture of type QMV 22 prestressedanchoring system matching for 1×7-21.6钢绞线配套的QMV22系列钢绞线张拉锚固体系的研制开发。
4)rock bolt reinforcement system岩体锚固系统
1.Analysis of model in series and parallel ofrock bolt reinforcement system and its reliability computation;岩体锚固系统的串、并联模型及可靠度分析
5)steel strand anchoring system钢绞线锚固体系
6)tensioned anchorage system张拉锚固体系
延伸阅读
锚固锚固anchormO0gU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