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1)  anchor-hold fender post
拉锚式支护桩
1.
The well-point system and exterior-protected construction of anchor-hold fender post are adopted by the comparison of schemes.
经过方案比选确定施工时采用井点降水,拉锚式支护桩围护结构,保证了结构施工安全的同时取得了良好的经济效益。
2)  anchored bracing pile
桩锚式支护桩
1.
In order to study the internal force and deformation for anchored bracing pile,stress of steel bar in the pile had been monitored,based on the stress of steel bar,the moment distribution along the bracing pile was obtained,the lateral displacement of pile top was also monitored during the excavation.
为了研究桩锚式支护桩的内力和变形特性,对桩身钢筋应力和圈梁的侧向位移进行了监测,得到了桩身的弯矩分布图和侧向位移分布图。
3)  tension anchor supporting
拉锚式支护
1.
Finite element analysis of the factors affecting the horizontal displacement of tension anchor supporting structure
拉锚式支护结构水平位移影响因素的有限元分析
4)  pile-anchor support
桩锚支护
1.
According to the surrounding conditions of the foundation pit of the comprehensive building in Dongying people s hospital,high pressure grouting and underpinning reinforcement,pile-anchor support and composite soil nailing wall,three deformation control methods are used.
针对东营市人民医院综合病房楼基坑周边环境特点,分别采用了压力注浆托换加固、桩锚支护和复合土钉墙三种变形控制支护方式,并根据粉土地区特点,水平锚杆采用花管注浆方式进行,避免了成孔过程中的塌方现象,监测结果表明了该基坑变形控制措施的有效性。
2.
The article introduces the application of pile-anchor support system to the retaining of super-deep cut at the old clay area and concludes finally that this system is quite effective.
文章介绍了桩锚支护形式在老粘土地区超深基坑支护中的应用情况,并总结出其应用的良好效果。
5)  anchored sheet pile wall
桩锚支护
1.
Currently used methods for designing anchored sheet pile wall for supporting excavation are analyzed in this paper.
通过对基坑桩锚支护常用设计方法的分析 ,讨论了简支梁法与固定端法存在的不足 ,并与作者提出的改进方法进行了对比。
2.
The problems in the free and fixed earth support methods for thd design of the anchored sheet pile wall for excavation are briefly discussed.
简要讨论了用于桩锚支护设计的自由端法与固定端法中存在的问题 ,提出了一种新的设计方法。
6)  pile and anchor supporting
桩锚支护
1.
Finite element method analysis of big and deep excavation engineering in pile and anchor supporting;
深大基坑桩锚支护体系的有限元分析
补充资料:喷锚支护
喷锚支护
combination of anchorage and shotcrete support

   把锚固和喷混凝土结合起来,用以加固地下洞室围岩的措施。喷混凝土是利用喷浆设备向地下洞室开挖面喷一定厚度的混凝土层,借以支护围岩。由于混凝土喷层密贴围岩,并具柔软性等特点,所以能承受较大荷载,并能控制围岩变形,充填胶结岩体表层裂隙,保护和发挥岩体的潜力。喷混凝土可以作为洞室围岩的初期支护,也可以作为永久性支护。喷锚支护是使锚杆、混凝土喷层和围岩形成共同作用的体系,防止岩体松动、分离。把一定厚度的围岩转变成自承拱,有效地稳定围岩。当岩体比较破碎时,还可以利用丝网拉挡锚杆之间的小岩块,增强混凝土喷层,辅助喷锚支护。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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