英语释义

1. a handspike with an ironshod wedge-shaped end used in prying (as an anchor into or out of its place)

片语

wholly grouted anchor bar全长粘结式锚桿

Anchor-bar soil-nail wall锚桿土钉墻

embedded anchor bar预埋锚桿

anchor-bar wall-protection锚桿护壁

advanced anchor bar超前锚桿

anchor-bar stress锚桿应力

soil anchor-bar土钉锚桿

tension anchor bar张拉锚桿

英汉例句

• on the other hand, the suitable reinforced method is selected in comparison with various reinforcement schemes such as injection root pile, nonskid pile, anchor bar and so on.

  并经旋喷树根桩、防滑灌注桩、锚桿等方案比较作出了加固方法的选择；同时对各种加固方案作了技术经济分析。

• the characteristics of slope deformation and the effects of anchor bar are analyzed, using a lot of slope monitoring-data combined with the factors of deformation, geology and excavation.

  通过大量的边坡监测资料，并且结合变形、地址、开挖等因素，分析了边坡变形特征及锚桿的锚固效果。

• the self-stability of slope planting protection is weak in rocky slope , the stability of slope planting protection relies on anchor bar and wire netting.

  植被护坡层在巖质边坡面上的自我稳定性较差，其在巖质边坡面上的稳定性全靠锚桿与铁丝网来维持。

• according to the anchor bar strengthening theory, there will be a strengthened bearing arch in the action area of anchor bars as a result of the combined actions between these bars and shotcrete.

  根据锚桿加固机理，从理论上阐述了系统布置锚桿时，由于锚桿和喷射混凝土与围巖的共同作用，在锚桿互相作用影响范围之内将形成一个加固后的承压拱。

• the auto-placing hollow anchor bar can reinforce the surrounding rock, prevent leakage and decrease the cost as a result.

  中空自进注浆锚桿既可加固围巖，又可堵漏防渗，降低了工程成本，提高了治理效果。

• planting bar technology belongs to a new anchor bar technology.

  植筋技术属于新型的钢筋锚固技术。

• owing to complicated and adverse geological conditions, the frame girder of reinforced concrete anchor bar was applied to reinforce the high slope of rebuilt access road.

  紫坪铺公路改建工程高边坡地质情况复杂恶劣，采取了钢筋混凝土锚桿框架梁对坡体进行锚固。

• the mechanism of the force transfering in fixed segment of anchor bar and the capability of shear-resist of anchored joint are pivotal problem.

  锚桿锚固段的传力机理和加锚节理的抗剪性能是巖土锚固工程设计中的关键问题。

• simulating tests for mechanism of anchor bar in the different elastic modulus of rock mass were studied.

  本文通过模拟块试验，研究了锚桿在不同巖体中的工作机理。

• the design and construction of prestressed anchor bar in pit supporting structure of row of piles are key about safety of foundation pit.

  排桩预应力基坑支护结构中预应力锚桿的设计和施工是关系基坑安全大计的关键。

• further more, study show that the auto-placing hollow anchor bar should take the place of the traditional bar.

  另外，在比选加固围巖的锚桿时，用预应力中空白进注浆锚桿代替传统的砂浆锚桿。

• friction forces of earth acting on the anchor bar of bridge dais were measured for 20 hours on the spot.

  本文对锚拉桥台的锚拉桿进行了长达20小时的现场监测试验。

• therefore, the measures of shearing resisting key, instead of concrete pad plus anchor bar and deep hole solidified grouting plus bar net have been adopted in construction of the dam.

  对此，因地制宜地设计采用抗剪键、置换混凝土垫块加锚筋，设置深孔固结灌浆加钢筋网等措施，施工简单，投资节省。

• the prestressing value of anchor bar in excavation supporting structure of row of piles is determined according to conditions of engineering geology and deep excavation design.

  桩锚支护结构中，锚桿预应力水平是根据工程地质条件和基坑设计要求确定的。

• proved: the moment between anchor bar to the edge of the anchor plate is the important factor to determine the thickness.

  实践证明：锚筋对锚板外的传力板边缘的弯矩是决定锚板厚度的重要因素。

• frame supporting structure with pre-stressed anchor bar is a kind of light supporting structure emerging in recent years.

  框架预应力锚桿支挡结构是近几年新出现的一种轻型支挡结构。

• a basic element used for self-protection and self-adaptation of structural system with anchor bar and anchor cable is presented.

  提出了一种用于锚拉钢筋、锚索结构体系的自保护、自适应的基本元件。

• planting bar technology belongs to a new anchor bar technology. the paper deals with the design principle and the construction method of planting bar. the prospect of the technology is discussed.

  植筋技术属于新型的钢筋锚固技术。通过对植筋技术的设计原理、施工工艺和应用效果的阐述，分析了该技术的发展前景。

• the bending moment in the connection interface is balanced by the tensile and the compressive force shared by shape steel or anchor bar and the compressive force shared by concrete.

  连接界面上的弯矩作用主要通过型钢（或锚筋）承担拉、压力和混凝土承压来平衡。

• at the same time, our country and some region and department concerned have published relevant specification for anchor bar designing and constructing.

  同时国家和有关地区、部门颁布了相应的锚桿设计与施工规范。

• friction forces of earth acting on the anchor bar of bridge dais have been measured as long as20 h on the spot.

  本文对锚拉桥台的锚拉桿进行了长达20小时的现场监测试验。

• the calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.

  改进了锚桿自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。

• combined with the construction practice, the paper discussed and analyzed the specific problem of anchor bar frame support technology for reference.

  采用锚桿框架支护技术进行上边坡的防护，结合工程实例，对一些具体问题进行探讨与分析，以便在类似施工中有所借鑒。