Research on application of new style equal strength thread steel anchor rod

Two loading methods are used in the test to get the the force characteristic of anchor in four models which have different anchor span.

试验中采用两种加载方法，分别得到4种不同锚间距模型的锚受力特征。

Fabrication technology of the anchor box for main span of Wuhu Yangtze River Bridge

芜湖长江大桥主跨锚箱制造技术

According to actual test result based on anchorage granulated substance body compactness and the anchor span friction distributed regularity obtained by using the stress measuring technique, a more thorough understanding of the anchorage anchor mechanism has been acuired.

根据有关基于内锚头砂体密实度的实际测试结果，以及采用应力测量方法得到的锚孔摩阻力的分布规律性，对砂固结内锚头的锚固机理有了更深入的认识。

And ome advice is proposed to improve the design. The stress distribution of the amendatory anchor span achieves design criterion.

根据分析得到的结果对锚固跨的设计提供了改进的意见，修改设计方案后，锚固跨在各阶段的应力分布均满足了设计要求。

By analyzing the stress distribution of anchor span at construction stage and working stage, the paper draws some valuable conclusions.

通过对锚固跨在施工阶段和正常运营阶段应力分布的系统研究，得出一些有价值的结论。

Study of Reasonable Control Values of Wire Strand Tension of Suspension Bridge Main Cable at Anchor Span under High Temperatures

高温下悬索桥主缆丝股锚跨张力的合理控制值研究

Analysis Study of Anchor Span Strand for Suspension Bridges

悬索桥锚跨索股分析研究

The construction control of tensioning of anchor span strand for erecting suspensio bridges

张拉锚跨丝股法架设悬索桥及其施工控制

Influence Research of Temperature on Suspension Bridge Anchor Span Strand Tension

温度对悬索桥锚跨索股张力影响研究

Optimization design and manufacture technology for steel anchor box structure of tie ban arch bridge

系杆拱桥钢锚箱结构的优化设计及制造工艺

Results of the test research on anchor pile with tie rod as retaining structure which was built in Beijing-Guangzhou railway is presented.

拉杆锚固桩墙是首次应用于京广铁路的新型支挡结构，具有明显的技术优越性和经济效益。

The Construction and Quality Control of Anchor Rod Retaining Wall

锚杆挡墙的施工和质量控制

Soil nailed wall and form anchor breast wall have their respective principles and characteristics, although similar inform, they have different methods of construction and different application situation.

土钉墙与锚定板挡土墙均有其各自的工作原理及特性，虽然在其形式上有其相似性，却有着各自不同的施工方法和应用场合。

The application of normal construction method plate lux type anchor retaining wall in a side slope engineering

顺作法板肋式锚杆挡墙在某边坡工程中的应用

The Practice On Anchor Bar Wall Guards Works

锚杆挡墙工程实践

Analysis of the Principles& Constructions of Soil Nailed Wall and Form Anchor Breast Wall

土钉墙与锚定板挡土墙工作原理及施工分析比较

Proposing a rational burying depth of reinforced concrete thin anchor wall body and putting forward that the performance of retaining wall will not improve even increasing the burying depth of the wall body if the rational burying depth is excessed.

提出钢筋混凝土薄壁锚拉墙存在合理墙体埋深，当超过此范围后，增加墙体埋深将不能改善挡墙的使用性能。

The change of stress in wall, lateral deformation of foundation pit sidewall and ground settlement behind the retaining wall is analysed according to the burying depth of reinforced concrete thin anchor wall body with finite element method.

文章采用有限元方法分析了钢筋混凝土薄壁锚拉墙不同墙体埋深时，挡墙的受力、基坑侧壁侧向变形及墙后地表沉降的变化情况。

The Grey Rheological Model and Its Application to the Prediction of Displacement of the Anchor Wall in Foundation Pit

灰色时效模型及在基坑锚拉墙位移预测中的应用

Finite Element Analysis of Rational Burying Depth of Reinforced Concrete Thin Anchor Wall Body

钢筋混凝土薄壁锚拉墙墙体合理埋深有限元分析