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。
These new methods allow us to change the entire path in the URL bar, not just the anchor element.
这些新方法允许我们改变url栏中的整个路径，而不仅是锚元素。
The theory how forces act on the joint, the kinds of destruction, bar anchor problem of U-shaped bar and the length of hinge were further discussed and analyzed.
结合前面的工作，对节点的受力机制、破坏类型、失效方式、节点中钢筋粘结滑移情况以及塑性铰长度等进行了进一步的分析和探讨。
According to the depth of the circumstances of the excavation, the bored piles and soil anchor-bar are adopted.
根据周边环境的情况和开挖的深度，采用了钻孔灌注桩和土钉锚杆相结合的支护形式。
The test included anchoring force of prestressed anchor cable, frictional coefficients, stress of concrete and steel bar and structure deformation.
测试内容包括预应力锚索锚固力、摩阻系数、混凝土和钢筋应力以及结构变形。
A large amount of reinforcing bar mechanical splicing and anchor block have been adopted in the reinforcing bar project of the Nuclear Island of Ling 'ao Nuclear Power Station.
岭澳核电站核岛钢筋工程中，大量采用了钢筋机械接头与锚固块。
The practice shows that the anchor hollow bar is effective in strengthening the roadway loose rock which should be highly popularized.
实践表明，端锚式注浆锚杆在加固巷道松动围岩方面效果很好，具有推广应用价值。
Combining work practice, the paper focuses on the coal mine's adopting of anchor hollow bar supporting roadway mechanism, construction process and its technique parameters.
结合工作实际，重点介绍了煤矿采用端锚式注浆锚杆支护巷道机理、施工工艺及其技术参数。
Abstract:The paper compares the cost performance of four practice of wall fastener by value engineering principle, such as embedded pipe, embedded steel bar, embedded steel plate and after the anchor.
摘要：采用价值工程原理，比较预埋钢管法、预埋钢筋法、预埋铁板法、后锚固法的连墙件性价比。
It introduces application of resin anchor fixation in construction of frame structure wall connecting bar from aspects of constructive technology features?
主要从施工技术特点、工艺原理和施工技术措施等方面介绍了树脂锚固技术在框架结构墙体拉结筋施工中的具体应用。
The anchor rod is anchored directly on the agitation pile wall of "thin type" with relatively low strength and channel bar is used under the anchor to contact with the agitation pile.
将土层锚杆直接锚定在强度相对较低的“薄型”搅拌极墙上，锚下用槽钢作为受压铁件与搅拌极相接触。
Consequently, the analysis of relationship between dynamic parameters and anchor-bar aixal force are performed, and the influence of dynamic parameters on anchor-bar aixal force are concluded.
然后，对锚杆岩土体系统进行了参数影响分析，归纳了模型主要参数对锚杆岩土体系统轴力峰值响应的影响情况。
The re bar net preliminary lining mould shotcrete and preliminary and anchor shotcrete are used for support by the use of the semi wet spraying method with sand entrapped in cement.
钢筋骨架网衬砌模注砼及初期锚喷砼支护，采用水泥裹砂半湿式喷砼法；
The re bar net preliminary lining mould shotcrete and preliminary and anchor shotcrete are used for support by the use of the semi wet spraying method with sand entrapped in cement.
钢筋骨架网衬砌模注砼及初期锚喷砼支护，采用水泥裹砂半湿式喷砼法；
应用推荐