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1)  self-anchored
自锚式
1.
Study of limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength;
自锚式斜拉-悬索协作体系桥基于强度的极限跨径分析
2.
Stability parameter pnalysis of wind resistance and wind tunnel test for long-span self-anchored suspension bridges;
大跨径自锚式悬索桥抗风稳定参数分析与风洞试验
3.
Flutter stability of long span self-anchored suspension bridges and wind-tunnel tests;
大跨度自锚式悬索桥的颤振稳定性研究及风洞实验
2)  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。
3)  non-bonded prestressed anchor cable
自由式锚索
1.
By geomechanical model tests,the variation characteristics of tension in non-bonded prestressed anchor cable and fully grouted anchor cable during the underground opening excavation and overloading are given.
通过地质力学模型试验方法,研究洞室在开挖与超载过程中自由式锚索和全长黏结式锚索的预应力变化特征。
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)  umbrella-shaped self-expanding anchor
伞式自扩锚
1.
Study on effect of umbrella-shaped self-expanding anchor after its application;
伞式自扩锚应用效果研究
6)  self-anchoring arch bridge
自锚式拱桥
补充资料:多重锚式基团
分子式:
CAS号:

性质:在超分散剂分子结构中,为了更牢固吸附或键合在颜料粒子表面上,减少分散剂从粒子表面上解吸,设计的分子通常具有多个锚式基团如-SOO3H,-COOH等,即多重锚式基团,此时尽管单一锚式基团结合力较低,但通过多点弱结合力的综合作用,仍可较牢固地结合在粒子表面。

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