1) side slope
自进式注浆钻进锚杆
1.
Application of the automatic drilling grouting anchor bar in side slope supportprotection;
自进式注浆钻进锚杆在边坡支护中的应用
2) self-advancing hollow grouting anchor
自进式中空注浆锚杆
1.
This paper expounds the geological structure in the tunnel of a certain engineering, analyzes the reasons why the self-advancing hollow grouting anchor construction is selected in the hydrous rockmass, and introduces in detail the scheme analysis, design, construction parameter, problems, and treatment measures, etc.
阐述了某工程隧洞中的地层构造,分析了含水岩体中选择自进式中空注浆锚杆施工的原因,详细介绍了自进式中空注浆锚杆的方案分析、设计、施工参数及施工中可能出现的问题与处理措施。
3) self-drilling hollow grout injection anchor rod
自钻式中空注浆锚杆
1.
For construction of surge tank of Sangping hydropower station, the stepping and self-drilling hollow grout injection anchor rods are used in fractured rock at high slope and shallow landslide, resulting in good consolidation and anchorage in the surrounding rock.
介绍了桑坪水电站调压井高边坡在破碎岩体中采用迈式自钻式中空注浆锚杆,对破碎岩体及浅层塌方体的围岩固结锚固技术起到了很好的效果,对加快施工进度、降低施工难度、提高经济效益等方面都起到了较好的作用,为相似地质条件下的水电工程施工提供了参考。
4) automatic anchor pole
自进式锚杆
1.
Application of steel pipes and automatic anchor pole in the tunnel with sandwich;
超前小钢管和自进式锚杆超前支护在泥夹石隧洞的应用
5) intervening boring self-propelling anchor bolt
中空自进式锚杆
6) self-drilling anchor bolt
自钻式锚杆
1.
According to the environment and the concrete geological conditions,the comprehensive reinforcement method of prestressed anchor cable,self-drilling anchor bolt,steel-net and shotcrete is adopted for the slope using the engineering analogism and experiential method.
依据周边环境和地质条件,采用工程类比法和经验法对边坡采用预应力锚索、自钻式锚杆、钢筋网和喷射混凝土联合加固的措施;合理的设计参数、正确的支护结构形式和科学的施工步骤,使该加固措施充分发挥了锚固作用;根据锚杆钻孔施工过程中遇到的裂缝位置及边坡极限平衡理论,采用反算法得出岩体力学参数,进而对加固后边坡的安全系数进行计算。
2.
According to the landslide body characteristics,the processes of self-drilling anchor bolt,consolidation grouting and so on were adopted.
主要介绍金堆城东川河改道工程隧洞施工过程中出现的一次较大塌方治理,塌方体松散并含孤石,传统方法无法处理,根据塌方体的特点,有针对性地采取自钻式锚杆、固结灌浆等施工工艺,并获得成功;对隧洞衬砌、地表陷坑进行了处理,确保了工程安全、质量。
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