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Among all the designs and construction plans of the foundation pit, soil nail and anchor rod supports excavation are two different types of support that are widely used in the construction.

在众多基坑支护的设计与施工方案中,土钉支护和锚杆支护是比较常用的两种不同的支护方式。

This paper introduced the cable anchor support technology under the situation of compound roof for Yongxia mining area, analyzed the principle of anchor rod with cable anchor , and made a declaration for the support parameters.

介绍了永夏矿区复合顶板条件下煤巷锚网索支护技术的情况,分析了复合顶板条件下锚杆加锚索支护的原理,并对支护参数进行了说明,对类似条件下的巷道支护具有较强的指导意义。

By analyzing the case of using cable anchor and reinforcing bar pillars joint supporting technique to pass large fault in 6138 tunnel, the paper has introduced four sides such as the existing problems of cable anchor supporting, the decision of anchor supporting parameter, the construction demands of cable anchor and reinforcing bar pillars joint supporting and its applied effects.

通过在 6138机巷采用锚网索钢筋梁联合支护技术过大断层的实例,对锚网支护存在问题、锚杆支护参数确定、锚杆钢筋梁联合支护施工要求及应用效果等四个方面作了分析介绍。

Analysis of the characteristics of such damage to surrounding rock, the use of grouting and bolting control of surrounding rock stability and to strengthen the roof support strength, take full advantage of their load-bearing capacity of rock supporting the principle of a reasonable research grouting, anchoring rod supporting technology, including high water and quick-setting grouting reinforcement material between two groups, a total length of the roof using resin anchor bolts and high strength prestressed anchor to strengthen the small aperture and the two to help support longer anchoring resin bolting.

分析该类巷道围岩破坏特点,提出运用注浆及锚杆支护控制巷道围岩稳定、加强顶板支护强度、充分利用围岩自身承载能力的支护原理,研究了合理的注浆、锚杆支护技术,包括高水速凝材料注浆加固两帮、顶板采用树脂全长锚固高强度锚杆和小孔径预应力锚索加强支护及两帮树脂加长锚固锚杆支护

Analysis of the characteristics of soft rock roadway, combined with practical application, designed to spray a new anchor shell supporting structure and proposed mechanism of interaction with the rock that anchors the shell surrounding rock and shotcrete support system as an entity, anchor-body system and the deep rock formation deep rock control system, housing system and the formation of shallow shallow rock rock control system, through the bolt will be deep and shallow rock together, sprayed on the rock-body system to play the role of three-dimensional constraints, bolting technology, including high water, quick-setting grouting material between two groups, roof anchoring resin full-length high-strength bolts and small-diameter prestressed anchor to strengthen support for the conservation and help the two longer anchoring resin bolting.

分析软岩巷道的特点,结合实际应用,设计了锚壳喷新型支护结构,并提出了与围岩相互作用机理,认为围岩与锚壳喷支护体系作为统一体,锚体系统与深部围岩形成深部围岩控制系统,壳体系统与浅部围岩形成浅部围岩控制系统,通过锚杆将深、浅部围岩共同作用,喷体系统对围岩起到三维约束作用,锚杆支护技术,包括高水速凝材料注浆加固两帮、顶板采用树脂全长锚固高强度锚杆和小孔径预应力锚索加强支护及两帮树脂加长锚固锚杆支护

We draw a conclusion,which is controlled wall-rock s durative distortion and scraggy in deepness-well by anchor-net and anchor-cable s shoring spout slurry secondary-shoring technology .

针对四矿矿井深部高地应力巷道支护现状及围岩特点,总结深井高地应力巷道支护原则,提出采用锚网喷—锚索喷注浆二次支护技术控制深井巷道围岩的持续变形和底鼓,并在工程实际中进行了支护实践。

Therefore the paper discussed support theory and method of soft rock roadway. At the same time the bolt-net-spout-plank tightwire mechanism of soft rock roadway is studyed based on theory of broken-rock circle . With JinBaoTun mine for example the compound form is discussed and a series of conclusion and advice is brought forward .

基于此,本文对软岩巷道的支护理论和方法进行了认真的论述,并以围岩松动圈理论为基础,对软岩巷道的锚网喷支护机理进行了研究,重点以金宝屯煤矿102 采区两巷支护为具体的工程实例,对其复合支护方案进行了详细探讨,最后提出一系列结论和建议。

In theory and in practice, soft rock timbering is compound form on the whole, which sometimes cost large or can't reach expect purpose.

而目前对于软岩巷道的支护,大多采用复合支护形式,往往是支护成本极高,或者达不到预期的支护目的。

By Comparing and demonstrating Several supporting such as such as steel platepile+anchor drilling hole pile+anchor and combining drilling hole pile+anchor with naturatslope+CFG(Cement Fly一ash Grayal) pile etc'thclast one Is considered to be secure and eecnomt for the pit supporting of a cerain aynthetic servce bulldig.

通过某综合服务楼的基坑支护,对钢板桩加锚杆、钻孔灌注桩加锚杆和钻孔灌注桩加锚杆与放坡加 CFG桩(Cement Fly—ash Gravel)相结合等支护方案的析、计算及论证,认为因地制宜地将钻孔灌注桩加锚杆支护与放坡加 CFG桩支护综合利用是一种既安全又经济的支护方案。

On the basis of designing and constructing the anchor man pole- anchor man unites supporting, observing the transmutation of tunnel via installing the monitor and analyzing the dates, educe the conclusion that bolting support in depth high stress is a valid method, give the accordingly economic and reasonable support parameter and put forward the support countermeasure for mining tunnel with high stress at depth.

本文通过对1091-2工作面风运道采用锚杆-锚索联合支护的形式的设计、施工并通过安设监测仪器进行顶底板变形、两帮变形及锚杆受力等数据观测和分析,得出在林西矿业公司深部高应区回采巷道采用锚杆支护是行之有效的支护方式,给出了林西矿业公司锚杆支护安全经济合理的支护参数,并提出深部高应力回采巷道的支护对策。

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