1) compound tunnel anchorage
隧道式复合锚碇
1.
Calculation method of bearing capacity of compound tunnel anchorage system of suspension bridge;
悬索桥隧道式复合锚碇承载力计算方法
2.
Based on field test results for compound tunnel anchorage system (tunnel anchorage & prestressed anchorage cable) of suspension bridge, the failure model and failure condition are analyzed.
根据现场原位试验结果,分析了悬索桥隧道式复合锚碇系统(隧道式锚碇+预应力锚索)的可能破坏形态及其发生破坏的条件。
3) tunnel anchorage
隧道式锚碇
1.
The mechanical behavior characteristics,stabilization state of surrounding rock,deformation mechanism of anchorage,topology effect of tunnel anchorage system of suspension bridge were studied based on numerical simulation method.
采用数值模拟方法研究了悬索桥隧道式锚碇系统的力学行为特征、围岩稳定状态、锚碇变位机理和拓扑效应。
2.
Based on numerical simulation results of tunnel anchorage system for suspension bridge,and through validating by similar model field test,the mechanical behavior characteristics,deformation mechanism and stabilization state of rock mass of anchorage system have been researched.
根据悬索桥隧道式锚碇系统数值模拟结果,通过现场原位相似模型试验进行验证,研究了锚碇系统的力学行为特征、变形机制及稳定状态。
3.
The tunnel anchorage system is an anchorage style which.
隧道式锚碇系统作为一种很有工程应用前景的锚碇形式,对其作用机理进行研究已成为指导隧道式锚碇设计和施工的依据。
4) tunnel-type anchorage
隧道式锚碇
1.
Numerical simulation on scheme comparison between two concrete-plug lengths of west tunnel-type anchorage of Balinghe Suspension Bridge;
坝陵河悬索桥西岸隧道式锚碇锚塞体长度方案比选的数值模拟研究
2.
Compared with the gravity anchorage, the application of the tunnel-type anchorage can significantly reduce the engineering cost, yet the construction of the anchorage is difficult and involves quite a lot of technical challenges.
悬索桥锚碇是悬索桥的主要承载结构,隧道式锚碇与重力式锚碇相比,能大幅降低工程造价,但是施工难度较大,涉及技术问题较多。
3.
Recently, The tunnel-type anchorage was used widely.
相对于重力锚,隧道式锚碇能显著的降低工程造价,近年来在工程实践中获得足够重视并被逐步推广。
5) tunnel-anchorage
隧道锚碇
1.
The stability and failure mode study on the tunnel-anchorage rock masses;
隧道锚碇围岩稳定分析及破坏模式研究
2.
3D visco-elasto-plastic numerical simulation for tunnel-anchorage of bridge;
大桥隧道锚碇三维粘弹塑性数值模拟
6) tunnel anchorage
隧道锚碇
1.
Under the action of excavation and design load,the rockmass stability of tunnel anchorage system of Aizhai Bridge was calculated by using FLAC-3D.
通过三维显式有限差分计算,对矮寨大桥C线方案吉首岸隧道锚碇系统进行了数值模拟,分析了由于施工开挖引起的锚碇、塔基和公路隧洞围岩位移和应力变化,计算了在设计荷载P作用下锚碇结构体系围岩的变形和应力响应;在此基础上,对C线方案锚碇体系的围岩稳定性作出评价。
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。
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。
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