1·This article describes design method of parameter in mining cable anchor.
论述了矿用锚索参数设计方法。
2·The practice experience of adopting cable anchor supporting technique in northern belt conveyor head chamber is introduced.
介绍了成庄矿北翼胶带机机头硐室采用锚索支护技术的实践经验。
3·It could lead to the joint's fatigue problem, create cracks in the cable anchor, damage the mitigate corrosion system and even cause cable invalidation.
拉索振动会使得其端部接头出现疲劳现象，在索锚处产生裂纹，破坏拉索的防腐系统，严重时还会引起拉索的失效。
4·Now, the fatigue performance testing of the cable anchor has become an important test content, the equipment of fatigue for prestressing reinforcement has been in a low level.
现在，锚索锚具的疲劳性能检测已经成为一项重要的检测内容，然而，作为预应力锚具产品的检测用的试验机却一直处于较低的水平。
5·To meet the requirements of slope support for TGP, specially for its permanent lock's high slope, a special test on non cohesive prestressed cable anchor has been performed in situ.
为满足三峡水利枢纽工程边坡支护的需要，特别是永久船闸边坡的支护要求，在三峡工程永久船闸南坡现场进行了无粘结预应力锚索专项试验。
6·The technology of combination of bolting wire mesh and cable anchor has been proved to be workable in permanent roadways, based on analysis of date collected from observations of roadway.
通过对锚网巷道监测数据的整理和分析，验证了在永久巷道中采用锚网带索联合支护技术是可行的。
7·Through combined bolting with wire meshes, beam and cable anchor applied in large section roadway, this paper introduces how to select support parameter, working craft and support result.
通过锚、网、索组合支护在大断面煤巷中的应用，介绍了其支护参数的选择、施工工艺及支护效果。
8·The technology of combination of bolting wire mesh and cable anchor has been proved to be workable in permanent roadways, based on analysis of date collected from observations of roadway.
主要阐述了在极破碎顶板条件下，应用锚网锚索联合支护的巷道围岩地质状况、支护方案、施工组织、安全措施及经济效果。
9·The feasibility and necessity of non cohesive cable anchor including the structure of cable anchor, anchorage materials, construction techniques and design parameters, etc. , are demonstrated.
从锚索体结构、锚固材料、施工工艺和设计参数等方面论证了无粘结锚索用于三峡工程高边坡支护的可行性和必要性。
10·Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slab wall flexible retaining structure on an embankment's shoulder or slope.
研究目的：本文研究路肩(堤)式预应力锚索桩板墙柔性支挡结构的土压力分布规律。