1)multi-anchorage多点锚固
2)anchoring joint锚固节点
1.This paper introduces the experimental study on the model test of anchoring joint of stay cable used in Nanjing railway station, including the finite element analysis, the design of the test installation, the test results analysis, etc.较详细地介绍了南京站主站房斜拉索锚固节点的试验过程 ,包括有限元计算、试验装置设计、试验结果分析等。
2.This paper introduces the experimental process on the model test of anchoring joints of stay cables used in the main stadium of Dragon Sports Center in Zhejinang Province,including the design and manufacture of the model,loading method ,measurements,etc.本文概要介绍了浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验的全过程，包括模型的设计、制作、加载、量测等方面。
英文短句/例句
1.Finite Element Simulation and Analysis of Contact and Utimate Bearing Capacity on Cable Anchor Joints;索端冷压锚固节点接触及承载力模拟分析
2.Study on Model Test of Anchoring Joint of Stay Cable for the Main Stadium of Dragon Sports Center in Zhejiang Province浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验研究
3.Analysis on the beam bars anchorage mode and performane detail in exterior shear wall joints剪力墙中间层端节点梁筋锚固方式及锚固性能探讨
4.Treatment of medial collateral ligament tears at its attachment point with anchoring nail锚钉固定治疗膝关节内侧副韧带附着点断裂
5.Influence Analysis for Weakness of Joints of Frame Structure and Research of New Anchor Method;框架结构节点弱化的影响分析及节点新锚固方法探究
6.Application Research on Knee Joint of Reinforced Concrete Frame with Headed Reinforcement带锚固板钢筋在钢筋混凝土框架顶层端节点的应用研究
7.Experimental Research for the Seismic Behavior of Exterior Joint with 500MPa Headed Bars配置带锚固板的500MPa钢筋的框架中间层端节点抗震性能试验及研究
8.Application of CABR Rebar Mechanical Anchorage Technology to Reinforced Concrete Beam-Column JointsCABR钢筋机械锚固技术在钢筋混凝土框架梁柱节点中的应用
9.The Technique Focus of Designing Anchor Fixed Length-critical Anchoring Length is Not Suitable for Upper-limit of Anchoring Length锚杆锚固段设计的一个技术焦点—临界锚固长度不宜作为锚固长度上限
10.Numerical Experiment of Stress Characteristics on Reinforcing Rock Slope with Group Anchorage Cable群锚加固岩质边坡锚索受力特点数值试验
11.Study on Mechanical Characteristics for Segment of the Anchorage Zone Segment of Cable-Stayed Bridge Tower斜拉桥索塔锚固区节段受力特性研究
12.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
13.On selection between beam anchor column and column anchor beam in frame beam-column joint construction框架梁柱节点施工中梁锚柱与柱锚梁方式选择
14.Experimental Study on Seismic Performance of Knee Joint with Anchoring Plate and 500MPa Reinforcement Overlapping in Pillar配置500MPa纵筋采用带锚固板柱内搭接方案的框架顶层端节点抗震性能研究
15.Arthroscopic repair of shoulder joint Bankart injury with suture anchors关节镜下缝合锚钉固定治疗肩关节Bankart损伤
16.Self-localization Algorithm for Sensor Networks of Sparse Anchors锚节点稀疏的传感器网络节点自定位算法
17.Multi-power level mobile beacon assisted distributed node localization algorithm多功率移动锚节点辅助的分布式节点定位方法
18.Study on the Stability of Jointed Slope and the Effect of Bolting and Grouting Reinforcement Method;节理裂隙边坡稳定性及锚注加固效应研究
相关短句/例句
anchoring joint锚固节点
1.This paper introduces the experimental study on the model test of anchoring joint of stay cable used in Nanjing railway station, including the finite element analysis, the design of the test installation, the test results analysis, etc.较详细地介绍了南京站主站房斜拉索锚固节点的试验过程 ,包括有限元计算、试验装置设计、试验结果分析等。
2.This paper introduces the experimental process on the model test of anchoring joints of stay cables used in the main stadium of Dragon Sports Center in Zhejinang Province,including the design and manufacture of the model,loading method ,measurements,etc.本文概要介绍了浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验的全过程，包括模型的设计、制作、加载、量测等方面。
3)joint anchorage节点锚固
4)setting an anchor point预设锚固点
5)pointan-chored circular ring点锚固圆环
6)multi-anchor wire多点锚拉索
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
