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1)  pull-out post-anchored method
后锚固拔出法
1.
Regression and analysis of mechanism of pull-out post-anchored method to check concrete strength
有约束后锚固拔出法试验受力机理及回归曲线分析
2)  pull-out post-insert method
后装拔出法
1.
In order to enhance the application of pull-out post-insert method in Harbin area,the author pointed out to the factors which effect the inspection results by pull-out post-insert method.
为了加强后装拔出法检测技术在黑龙江省内的推广应用,对影响后装拔出法检测混凝土强度的因素进行了分析,采用了哈尔滨地区常用的材料,根据混凝土试件拔出力及抗压强度的测试数据,建立了哈尔滨地区后装拔出法检测混凝土强度的测强曲线。
3)  pulling-out method
后装拔出法
1.
In this test,the drilling method,pulling-out method,rebound method and the ultrasonic-rebound method were done on the 12 pure commercial concrete blocks.
 本文对12批商品混凝土试件及构件分别进行钻芯法、后装拔出法、回弹法、超声-回弹综合法的强度检测试验。
2.
In this paper, a new local curve of pulling-out method used to inspect commercial concrete strength is proposed.
试验结果表明 ,采用后装拔出法检测商品混凝土及高强混凝土效果很好 ,建议该曲线作为郑州市商品混凝土 (包括C5 0以上混凝土 )后装拔出法的地方测强曲
4)  rear-extraction
后装拔出
1.
Test intensity of concrete by rear-extraction method & experimental research for local curve;
后装拔出法检测混凝土强度地方曲线试验研究
5)  post-installed
后锚固
1.
Shear capacity analysis of the concrete post-installed anchors;
混凝土后锚固锚栓的抗剪分析
2.
Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.
介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法:弹性方法和塑性方法。
3.
An experimental study was carried out on shear bearing capacity of post-installed anchor group in concrete structure with different anchor edge distance and anchor space length.
目的研究锚栓边距和间距的变化对混凝土结构后锚固群锚抗剪性能的影响。
6)  post-installed fastenings
后锚固
1.
Analyse the theory of the post-installed fastenings & their failure mode for the structure;
结构后锚固机理分析和破坏特征
2.
Based on the development of post-installed fastenings technology of OCS within China.
针对国内接触网后锚固技术发展现状,通过技术分析比较,提出了接触网后锚固设计的应用标准、开裂混凝土判定、锚栓选择原则以及接触网在桥隧不同锚固区采用的计算方法和建议措施,对今后工程设计和施工具有一定的参考价值。
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