大学英语词汇短语释义解析及例句 anchor bar
释义：
anchor bar 撬锚棒；锚着钢筋；锚筋
例句：
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。
Foundation pit; Prestressed anchor bar, Bored cast-in-situ pile; Construction method.
基坑；预应力锚杆；钻孔灌注桩；施工工法。
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，研究了锚杆在不同岩体中的工作机理。
The foundation adopts anchor bar reinforcement scheme to increase anti-floating stability of the main pump house.
为提高主厂房抗浮稳定性，地基基础采用锚筋加固方案。
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。
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杆的设计和施工是关系基坑安全大计的关键。
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杆设计与施工规范。
Nevertheless, even the various members of the Bellisimo family, who owned the Anchor Bar, recall the night that changed their lives somewhat differently.
尽管如此，船锚酒吧的拥有者——贝利斯摩家族的成员们，回忆起那个改变了他们生活的晚上，说法仍然有些不同。
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杆框架梁对坡体进行锚固。
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杆的锚固效果。
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 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.
改进了锚杆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。
