1) flexible pressurized anchor
柔性注压锚杆
1.
Finite element analysis on structural optimization of flexible pressurized anchor
柔性注压锚杆结构优化有限元分析
2.
The flexible pressurized anchor is a new type of anchor, the anchoring principleof which is different from the conventional anchor.
柔性注压锚杆是一种新型结构锚杆，其锚固作用机理不同于传统的刚性锚杆。
3.
Author chooses theoretical analytical method of elasticity, high molecular synthetic material and rock mechanics, associates ground-based simulation with underground tests, analysis and calculate the flexible pressurized anchor’s force, deformation, and the contact analysis of the anchoring system which formed with adjacent rock, and guide the design and processing.
柔性注压锚杆是一种结构新颖和锚固机理独特的新型锚杆,具有锚固力强、可主动适应围岩运动、跟踪补偿锚固力变化、能够实现全长锚固、锚杆重量轻、可回收复用等方面的优点。
2) flexible pressurized grouting bolt
柔性注压锚杆
1.
Analysis on anchoring force of full length flexible pressurized grouting bolt;
全长锚固柔性注压锚杆锚固力分析
3) pressed grouting bolt
压力注浆锚杆
1.
The application of pressed grouting bolt in the project segment support lining
压力注浆锚杆在某工程管片支护衬砌中的应用
4) prestressed anchor flexible retaining method
预应力锚杆柔性支护法
1.
Therefore,the testing result of the steel endogenous force and the pit against displacement is obtained from the prestressed anchor flexible retaining method.
对大连新天地高层建筑群体深基坑支护工程的施工过程进行了现场监测,得到了采用的预应力锚杆柔性支护法中钢筋内力和坑顶位移的监测结果,对内力和位移变化的原因进行了分析,提出了施工中应注意的问题。
5) grouting bolt
注浆锚杆
1.
The theory and method of the grouting bolt are also put forward,which can be used as a instrument of lagged time for directing grouting.
介绍了采用注浆锚杆兼作注浆滞后时间指示锚杆的方法和原理,分析了开始注浆时巷道围岩裂隙系数的合理取值范围,给出了确定巷道轮廓位移量的诺模图。
2.
The plastic shell expanding grouting bolt is designed for small anchor hold,roof leaking and wall slicing and so on of bolt timbering appearing in soft wall laneway.
塑料胀壳式注浆锚杆是针对松软围岩巷道中锚杆支护出现的锚固作用不够、漏顶、片帮等诸多问题而研制的·通过对锚杆杆体及围岩的受力分析 ,利用ANSYS有限元进行数值模拟 ,与国内外其他注浆锚杆进行比较 ,得到了塑料胀壳式注浆锚杆的锚固力是端锚锚杆锚固力与全长浆体粘结锚固力叠加的结果·其具有锚固力大 ,成拱作用范围大 ,安装方便 ,止浆密封可靠 ,经济合理等优点·塑料胀壳式注浆锚杆主要适用于锚固加固松软围岩 ,防止漏风 ,避免发火 ,堵水
3.
In this paper the experiment and construction of pressed grouting bolt for N2 soil layer sector in Wanjiazhai Yellow River Diversion Project 6# -7# tunnel are mainly introduced.
主要介绍了万家寨引黄工程总干线 6号～ 7号隧洞N2 土层地段压力注浆锚杆的试验与施工。
6) grouting anchor
注浆锚杆
1.
To strengthen loose surrounding rock,we can support and strengthen it by hollow grouting anchor so as to modify and stabilize its structure.
为了加固松动的围岩 ,可通过用中空注浆锚杆对其进行支护和加固 ,达到改良和稳固其结构的目的。
2.
During the ancient landslide treatment over Baoziliang Tunnel Mai grouting system including grouting anchor and grouting pump, related construction process and deep hole injection technique were used and good results were achieved.
堡子梁隧道顶部古滑坡地质灾害整治采用迈式系统注浆锚杆、迈式注浆泵以及相应的施工工艺和深孔丘浆技术，获得了较好的工程治理效果。
补充资料：采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条