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1)  locking anchor
自锁锚杆
1.
The anchorage mechanism of the locking anchor under tension together shear loads is studied in the paper.
本文是对自锁锚杆在拉伸和剪切荷载共同作用下的锚固机理进行研究。
2)  locked anchor bar
锁口锚杆
1.
For understanding the stress state of locked anchor bars at the top of TGP permanent lock’s vertical slope,and effectively evaluating their construction qualities and anchoring effects,several anchor stress meters were located at partial locked anchor bars,and monitoring were practised.
为了解永久船闸直立坡顶锁口锚杆应力状态 ,有效地评价锚固施工质量及锚固效果 ,在部分锁口锚杆上布置了锚杆应力计 ,并进行了应力监测。
3)  anchor bar locking
锚杆锁固
4)  feet-lock bolt
锁脚锚杆
1.
Based on systematic research on the feet-lock bolt mechanism,and combined with the real construction conditions of feet-lock bolt in the soft and broken surrounding rock section of Xiamen subsea tunnel,a mechanical analysis model for feet-lock bolt was set up.
在系统研究锁脚锚杆作用机理的基础上,结合厦门海底隧道软弱破碎围岩地段锁脚锚杆的实际施工状况,建立锁脚锚杆力学分析模型,考虑锁脚锚杆在不同打入角度、有无注浆、设置垫块与否等因素,对拱顶下沉量进行数值模拟,并结合现场监测,对工作面开挖扰动区应力、位移场进行分析,系统地研究了锁脚锚杆受力和变形规律。
5)  anchored by self-locking
自锁锚定
6)  auto-lock anchorage
自锁锚固
1.
Full grouted prestressed anchor has characteristic of reliable auto-lock anchorage in tension section.
全长黏结型预应力锚杆在张拉段具有可靠的岩土自锁锚固特征,可以明显地减少预应力损失,或者在锚头预应力损失的条件下能够使杆体保持有效的预应力水平,避免突发性或灾难性破坏和损失,并且能够提高加固工程的可靠性与安全性。
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。
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