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1)  piles and anchorage support
锚桩支护
2)  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。
3)  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。
4)  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
5)  anchored piles in row
桩锚支护
1.
Research on the optimal design of anchored piles in row for excavation retainig system with GA;
基坑桩锚支护遗传优化设计研究
2.
Co-evolution optimization of anchored piles in row for deep foundation pit;
深基坑桩锚支护协同演化优化设计
6)  pile-anchor retaining structure
桩锚支护
1.
Time-variation analysis for the elastic coefficient of fulcrum in the calculation model of pile-anchor retaining structure(PARS);
桩锚支护结构计算模型中支点弹性系数的时变性分析
2.
Aiming at single fulcrum pile-anchor retaining structures,a new optimization method based on controlling the displacement of the top end of retaining piles during excavation has been proposed,and a related optimization model is established.
针对单支点桩锚支护问题,提出了一种基于施工过程中桩顶侧移控制的优化设计方法,并建立了优化设计模型。
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。
参考词条