CN116557022A - A recovery method based on hot-melt anchor cables for tunnels - Google Patents

A recovery method based on hot-melt anchor cables for tunnels Download PDF

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Publication number
CN116557022A
CN116557022A CN202310643428.7A CN202310643428A CN116557022A CN 116557022 A CN116557022 A CN 116557022A CN 202310643428 A CN202310643428 A CN 202310643428A CN 116557022 A CN116557022 A CN 116557022A
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anchor cable
cable bundle
grouting
hot
melt
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朱俊林
郑明明
颜诗纯
李可赛
王凯
陈禺树
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Chengdu Univeristy of Technology
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Chengdu Univeristy of Technology
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Priority to CN202310643428.7A priority Critical patent/CN116557022A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0093Accessories
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/02Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection having means for indicating tension

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Piles And Underground Anchors (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

The invention relates to a recycling method of a hot-melt anchor cable for a tunnel, which comprises the following steps: filling and packaging a hot melt reagent in the shell; mounting a heating assembly to the housing and bringing it into physical contact with the hot melt agent; the shell is clamped to the anchor cable bundle, and the heating assembly is controlled to work through the controller; controlling the heating component to perform physical heating on the hot-melt reagent so as to enable the hot-melt reagent to release chemical reaction heat; the hot melt agent is contacted with the tendon to fuse and recover the tendon by the heat of chemical reaction. Further comprises: installing a monitoring part and a grouting part to the anchor cable bundle; the stress change of the anchor cable bundle is monitored in real time through a strain sensor of the monitoring part; and when the anchoring force of the anchor cable bundle is lower than a set threshold value, performing secondary grouting on the anchor cable through the grouting part. The recycling method can realize recycling of the anchor cable and the anchor rod, and can reduce material consumption and engineering cost.

Description

一种基于隧道用热熔式锚索的回收方法A recovery method based on hot-melt anchor cables for tunnels

分案说明Case Description

本分案申请的原始基础是申请号为CN 202210362034X,申请日为2022年4月7日,发明名称为“一种基于热熔结构的锚索回收装置及方法”的中国专利申请。The original basis of this divisional application is the Chinese patent application with the application number CN 202210362034X, the application date is April 7, 2022, and the invention title is "An anchor cable recovery device and method based on a hot-melt structure".

技术领域technical field

本发明涉及岩土工程技术领域,涉及土层或岩石的钻进技术,尤其涉及一种隧道用热熔式锚索和一种隧道用热熔式锚索的回收方法。The invention relates to the technical field of geotechnical engineering, relates to the drilling technology of soil layers or rocks, in particular to a hot-melt anchor cable for tunnels and a recovery method for the hot-melt anchor cables for tunnels.

背景技术Background technique

目前,锚固工程广泛应用在基坑、隧道、灾害治理等多个邻域,在达到预期的目标后,锚固工程中的一些部件,如自由段的锚索、锚杆便失去了作用,而这些部件都可以循环使用,故将其取出不仅可以减少材料的消耗,还可以降低施工成本,节约资源。At present, anchoring engineering is widely used in many adjacent areas such as foundation pits, tunnels, and disaster management. After reaching the expected goal, some components in the anchoring engineering, such as anchor cables and anchor rods in the free section, lose their function, and these The parts can be recycled, so taking them out can not only reduce the consumption of materials, but also reduce the construction cost and save resources.

为此,人们开发了可回收锚索技术,在锚索完成任务后,将锚索进行回收,不但可以避免锚索超出建筑红线的问题,还可以降低施工成本。目前,已开发了多种可回收锚索技术。可回收锚索具有安全快速、易回收的特点,被回收的钢绞线能够重复利用,弥补了早期锚索技术的不足。For this reason, people have developed the recyclable anchor cable technology. After the anchor cable completes the task, the anchor cable can be recycled, which can not only avoid the problem that the anchor cable exceeds the building red line, but also reduce the construction cost. Currently, a variety of recoverable anchor cable technologies have been developed. Recyclable anchor cables are safe, fast, and easy to recycle. The recycled steel strands can be reused, which makes up for the shortcomings of early anchor cable technology.

热熔式回收锚索是可回收锚索技术中的一种常用锚索形式,其原理主要是通过对热熔锚通电进行拆芯,待通电达到一定时间热熔锚拆芯结束后将钢绞线拔出回收。The hot-melt recovery anchor cable is a common anchor cable form in the recoverable anchor cable technology. Its principle is mainly to remove the core by electrifying the hot-melt anchor. The cord is pulled out and recycled.

如公开号为CN114754053A的发明专利所提供的一种低熔点合金锚栓智能施工系统及其使用与回收方法,该方案提供了一种低熔点合金锚栓智能施工系统,包括锚栓组件,所述的锚栓组件包括锚栓,锚栓的底端连接有固态的低熔点合金,低熔点合金的内部埋设有加热丝,加热丝的两端分别连接有第一电触头和第二电触头。锚栓组外侧通过螺纹结构连接有隔套组件,隔套组件与移动电源电连接,隔套组件、移动电源分别与控制装置电连接。并提供了一种锚栓和低熔点合金的回收方法,包括以下步骤:For example, a low-melting-point alloy anchor bolt intelligent construction system and its use and recycling method provided by the invention patent with the publication number CN114754053A, the scheme provides a low-melt-point alloy anchor bolt intelligent construction system, including the anchor bolt assembly, said The anchor bolt assembly includes an anchor bolt. The bottom end of the anchor bolt is connected with a solid low-melting point alloy, and a heating wire is buried inside the low-melting point alloy. The two ends of the heating wire are respectively connected with a first electrical contact and a second electrical contact. . The outer side of the anchor bolt group is connected with a spacer assembly through a threaded structure, the spacer assembly is electrically connected to the mobile power supply, and the spacer assembly and the mobile power supply are respectively electrically connected to the control device. And provide a kind of recovery method of anchor bolt and low melting point alloy, comprise the following steps:

步骤1,将隔套组件安装在锚栓的螺纹结构上;Step 1, installing the spacer assembly on the threaded structure of the anchor bolt;

步骤2,旋转隔套组件,使得第一电触头与第一电触板连接,第二电触头与第二电触板连接;Step 2, rotating the spacer assembly so that the first electrical contact is connected to the first electrical contact plate, and the second electrical contact is connected to the second electrical contact plate;

步骤3,利用控制装置启动移动电源给加热丝供电,加热低熔点合金;Step 3, using the control device to start the mobile power supply to supply power to the heating wire to heat the low melting point alloy;

步骤4,利用温度传感器测量熔化的低熔点合金的温度,当温度升至设置的加热温度上限值T时,停止供电加热;Step 4, using a temperature sensor to measure the temperature of the molten low-melting point alloy, and when the temperature rises to the set heating temperature upper limit T, stop power supply and heating;

步骤5,将带有隔套组件的锚栓,从砼体上的锚固孔中抽出,进行回收。Step 5, pulling out the anchor bolt with the spacer assembly from the anchor hole on the concrete body for recycling.

可见,该发明是对隔套组件通电以加热包裹锚栓的低熔点合金,并利用温度传感器对低熔点合金的温度进行实时检测,以在低熔点合金融化时及时抽出锚栓,以达到回收的目的。然而,该发明忽略了在回收过程中,随着锚栓的移动,锚栓的锚固力也是在发生实时变化的。但该发明并不具有实时测力功能,导致当锚栓的锚固力发生变化时,无法通过及时有效的手段调整锚固力水平。It can be seen that the invention is to energize the spacer assembly to heat the low-melting-point alloy that wraps the anchor bolt, and use the temperature sensor to detect the temperature of the low-melting-point alloy in real time, so as to pull out the anchor bolt in time when the low-melting-point alloy melts, so as to achieve recovery. Purpose. However, this invention ignores that during the recovery process, with the movement of the anchor bolt, the anchoring force of the anchor bolt also changes in real time. However, this invention does not have a real-time force measurement function, so that when the anchoring force of the anchor bolt changes, the anchoring force level cannot be adjusted in a timely and effective manner.

此外,一方面由于对本领域技术人员的理解存在差异;另一方面由于申请人做出本发明时研究了大量文献和专利,但篇幅所限并未详细罗列所有的细节与内容,然而这绝非本发明不具备这些现有技术的特征,相反本发明已经具备现有技术的所有特征,而且申请人保留在背景技术中增加相关现有技术之权利。In addition, on the one hand, due to differences in the understanding of those skilled in the art; The present invention does not possess the characteristics of these prior art, on the contrary, the present invention already possesses all the characteristics of the prior art, and the applicant reserves the right to add relevant prior art to the background technology.

发明内容Contents of the invention

针对现有技术之不足,本发明提供了一种隧道用热熔式锚索以及一种隧道用热熔式锚索的回收方法,旨在解决现有技术中存在的至少一个或多个技术问题。Aiming at the deficiencies of the prior art, the present invention provides a hot-melt anchor cable for tunnels and a recycling method for the hot-melt anchor cables for tunnels, aiming to solve at least one or more technical problems existing in the prior art .

为实现上述目的,本发明提供了一种隧道用热熔式锚索,包括:To achieve the above object, the present invention provides a hot-melt anchor cable for tunnels, comprising:

热熔部,其具有卡接于锚索束的壳体,该壳体封装有热熔试剂,热熔试剂包括激活组分和熔断组分;A hot-melt part, which has a housing clamped on the anchor cable bundle, the housing is packaged with a hot-melt reagent, and the hot-melt reagent includes an activation component and a fusing component;

加热组件,联结至壳体并与激活组分物理接触;a heating element coupled to the housing and in physical contact with the active component;

控制器,用于控制加热组件以对激活组分物理加热;a controller for controlling the heating assembly to physically heat the active component;

其中,in,

在通过控制器控制加热组件以对激活组分实施物理加热的状态下,激活组分能够基于物理加热而释放第一化学反应热并通过第一化学反应热引燃熔断组分,熔断组分因第一化学反应热而燃烧并释放第二化学反应热,在熔断组分接触锚索束之时,熔断组分能够通过第二化学反应热熔断锚索束。In the state where the heating component is controlled by the controller to physically heat the activation component, the activation component can release the first chemical reaction heat based on the physical heating and ignite the fusing component through the first chemical reaction heat, and the fusing component is thus The first chemical reaction heat burns and releases the second chemical reaction heat, and when the fusing component contacts the anchor cable bundle, the fusing component can thermally fuse the anchor cable bundle through the second chemical reaction.

在本发明中,对锚索束的熔断主要是依靠于热熔试剂产生的高额化学反应热来完成的,相比于通过通电导线持续加热锚索束以将其熔断而言,热熔试剂通过氧化还原反应瞬间便能释放出大量热量,故可在极短的时间内将锚索束熔断以将其回收,而不会像现有技术在利用通电导线对锚索束持续加热时,需要耗费大量时间才能将锚索束熔断,使得锚索回收的效率极低,并且由于通电导线在深层地下空间内的运行状态也相较复杂,因此也无法有效保障通电导线能够对锚索束持续稳定地加热,而本发明中通电导线仅需提供一个初始热能足以将热熔试剂引燃即可,后续的锚索熔断借助于熔融态的热熔试剂便可,热熔试剂瞬间便能提供高额热量,因此不需要耗费通电导线过多的能量,整个熔断过程耗时极短,锚索回收的效率及稳定性被显著提高。In the present invention, the fusing of the anchor cable bundle is mainly accomplished by the high amount of chemical reaction heat generated by the hot-melt reagent. A large amount of heat can be released instantly through the oxidation-reduction reaction, so the anchor cable bundle can be fused in a very short period of time to recover it, without the need to continuously heat the anchor cable bundle as in the prior art It takes a lot of time to fuse the anchor cable bundle, which makes the recovery efficiency of the anchor cable extremely low, and because the running state of the live wire in the deep underground space is also relatively complicated, it is impossible to effectively guarantee the continuous stability of the live wire to the anchor cable bundle. In the present invention, the energized wire only needs to provide an initial heat energy enough to ignite the hot-melt reagent, and the subsequent fusing of the anchor cable can be done by means of the hot-melt reagent in the molten state, and the hot-melt reagent can instantly provide a high Therefore, there is no need to consume too much energy of the energized wire, the entire fusing process takes a very short time, and the efficiency and stability of anchor cable recovery are significantly improved.

优选地,加热组件包括信号线和加热丝,信号线电性连接于加热丝和控制器,其中,至少部分加热丝物理接触于激活组分,以能够在控制器驱动下引燃激活组分,使其具备用于引燃熔断组分的热能。Preferably, the heating assembly includes a signal wire and a heating wire, the signal wire is electrically connected to the heating wire and the controller, wherein at least part of the heating wire is in physical contact with the active component, so as to be able to ignite the active component driven by the controller, It has the thermal energy to ignite the fusing component.

优选地,壳体封装的热熔试剂包括镁条、引燃剂和铝热剂,且镁条直接接触于加热丝,其中,在通过控制器控制加热丝工作时,加热丝传热至镁条以将其引燃,镁条燃烧点燃引燃剂和铝热剂以使铝热剂经铝热反应转变为熔融态。Preferably, the hot-melt reagent encapsulated in the shell includes magnesium strips, igniters and thermite, and the magnesium strips are in direct contact with the heating wire, wherein, when the heating wire is controlled by the controller to work, the heating wire transfers heat to the magnesium strip To ignite it, the magnesium rod burns to ignite the igniter and thermite so that the thermite is transformed into a molten state by thermite reaction.

优选地,壳体夹持于锚索束的一侧设置有用于封装热熔试剂的密封板,在铝热剂与引燃剂接触并转变为熔融态之时,铝热剂熔化密封板经由壳体流出以与锚索束接触并将其熔断。Preferably, one side of the shell clamped on the anchor cable bundle is provided with a sealing plate for encapsulating the hot-melt agent, and when the thermite contacts with the igniter and turns into a molten state, the thermite melts the sealing plate through the shell Fluid flows out to come into contact with the anchor strand bundle and fuse it.

优选地,热熔试剂是通过壳体的药剂通道被填充至壳体内的,并且药剂通道由形状匹配的封堵塞封堵,其中,加热丝穿过封堵塞插入至壳体并与镁条物理接触。Preferably, the hot-melt reagent is filled into the casing through the medicament passage of the casing, and the medicament passage is blocked by a matching plug, wherein the heating wire is inserted into the casing through the plug and physically contacts the magnesium strip .

优选地,锚索束安装有监测部,监测部至少包括应变感应器,应变感应器以监测并传输锚索束的应力变化数据的方式通信连接于控制器。Preferably, the anchor cable bundle is equipped with a monitoring part, the monitoring part at least includes a strain sensor, and the strain sensor is communicatively connected to the controller in a manner of monitoring and transmitting stress change data of the anchor cable bundle.

优选地,锚索束安装有注浆部,注浆部由注浆器和注浆通道构成,其中,注浆通道包括若干配置于锚索束内的注浆管,注浆管与位于钻孔口外的注浆器相连。Preferably, the anchor cable bundle is equipped with a grouting part, and the grouting part is composed of a grouting device and a grouting channel, wherein the grouting channel includes a number of grouting pipes arranged in the anchor cable bundle, and the grouting pipe is connected to the borehole Connected to the injector outside the mouth.

优选地,在控制器基于应变感应器的应力监测数据判定锚索束的锚固力低于设定阈值时,通过注浆部向锚索束的锚固段实施二次注浆。Preferably, when the controller determines that the anchoring force of the anchor cable bundle is lower than a set threshold based on the stress monitoring data of the strain sensor, the grouting part implements secondary grouting to the anchoring section of the anchor cable bundle.

优选地,本发明涉及隧道用热熔式锚索的回收方法,该回收方法包括:Preferably, the present invention relates to a recovery method for hot-melt anchor cables for tunnels, the recovery method comprising:

在壳体内填充并封装热熔试剂;Filling and packaging hot melt reagents in the housing;

安装加热组件至壳体,并使其与热熔试剂物理接触;Install the heating element to the housing and make it in physical contact with the hot melt reagent;

将壳体卡接至锚索束,并通过控制器控制加热组件工作;Snap the shell to the anchor cable bundle, and control the heating component to work through the controller;

控制加热组件向热熔试剂实施物理加热,以使热熔试剂释放化学反应热;Control the heating component to implement physical heating to the hot-melt reagent, so that the hot-melt reagent releases the heat of chemical reaction;

使热熔试剂与锚索束接触以借助化学反应热将锚索束熔断并回收。A hot-melt reagent is brought into contact with the anchor strands to melt and recover the anchor strands by means of the heat of chemical reaction.

优选地,所述回收方法还包括:Preferably, the recovery method also includes:

安装监测部和注浆部至锚索束;Install the monitoring part and the grouting part to the anchor cable bundle;

通过监测部的应变感应器实时监测锚索束的应力变化;Monitor the stress change of the anchor cable bundle in real time through the strain sensor in the monitoring department;

在锚索束的锚固力低于设定阈值时,通过注浆部向锚索实施二次注浆。When the anchoring force of the anchor cable bundle is lower than the set threshold, secondary grouting is performed on the anchor cables through the grouting part.

本发明的有益技术效果包括:通过可控热熔装置实现锚索和锚杆的可回收化,能够减少材料的耗费和降低工程成本,特别是本发明的可控热熔装置的结构简单,无需高精度加工,生产成本低廉,且使用和维护方便,回收效率高;通过监测部来监测自由段锚索的应力-应变的变化情况,能够反映锚固力的大小,从而能够对锚索预期锚固效果进行评价;如果锚固工程未达预期效果,还可以利用注浆部实现二次注浆,以增强锚索的锚固力;锚索的主要部件都采用模块化、机械化的设计,便于加工制造,降低生产成本,且模块化设计拆装简单,维护及更换更迅速。The beneficial technical effects of the present invention include: realizing the recyclability of the anchor cable and the anchor rod through the controllable thermal fusion device, which can reduce the consumption of materials and reduce the engineering cost, especially the structure of the controllable thermal fusion device of the present invention is simple and does not require High-precision processing, low production cost, convenient use and maintenance, and high recovery efficiency; the monitoring part monitors the stress-strain change of the anchor cable in the free section, which can reflect the anchoring force and predict the anchoring effect of the anchor cable. evaluation; if the anchoring project fails to achieve the expected effect, the grouting part can also be used to achieve secondary grouting to enhance the anchoring force of the anchor cable; the main components of the anchor cable are designed with modularization and mechanization, which is convenient for processing and manufacturing, reducing The production cost is low, and the modular design is easy to disassemble and assemble, and the maintenance and replacement are faster.

附图说明Description of drawings

图1是本发明提供的一种优选实施方式的隧道用热熔式锚索的结构示意图;Fig. 1 is a schematic structural view of a hot-melt anchor cable for a tunnel in a preferred embodiment provided by the present invention;

图2是本发明提供的一种优选实施方式的热熔部的结构示意图;Fig. 2 is a schematic structural view of a hot-melt part of a preferred embodiment provided by the present invention;

图3是本发明提供的另一种优选实施方式的热熔部的结构示意图;Fig. 3 is a schematic structural view of another preferred embodiment of the hot-melt part provided by the present invention;

图4是本发明提供的一种优选实施方式的热熔部的壳体的结构示意图。Fig. 4 is a schematic structural view of a housing of a hot-melt part according to a preferred embodiment of the present invention.

附图标记列表List of reference signs

1:锚索束;2:热熔部;3:锚固段;4:注浆通道;5:控制器;6:注浆器;7:钻孔口;8:应变感应器;9:信号线;10:信号传输通道;11:加热丝;12:镁条;13:引燃剂;14:铝热剂;15:密封板;16:壳体;17:药剂通道;18:封堵塞;19:甘油瓶;20:高锰酸钾。1: Anchor bundle; 2: Hot-melt part; 3: Anchoring section; 4: Grouting channel; 5: Controller; 6: Grouting device; 7: Drilling hole; 8: Strain sensor; 9: Signal line ;10: signal transmission channel; 11: heating wire; 12: magnesium strip; 13: igniter; 14: thermite; 15: sealing plate; 16: shell; 17: agent channel; 18: sealing block; 19 : glycerin bottle; 20: potassium permanganate.

具体实施方式Detailed ways

下面结合附图进行详细说明。A detailed description will be given below in conjunction with the accompanying drawings.

本发明提供了一种隧道用热熔式锚索,由用于锚索回收的热熔部2、用于监测锚索锚固力的监测部以及用于对锚索进行二次注浆的注浆部组成。特别地,热熔部2、监测部及注浆部机械和/或电路连接于锚索束1,以同锚索配合使用。The invention provides a hot-melt anchor cable for a tunnel, which consists of a hot-melt part 2 for recovering the anchor cable, a monitoring part for monitoring the anchoring force of the anchor cable, and a grouting part for secondary grouting of the anchor cable Ministry composition. In particular, the hot-melt part 2 , the monitoring part and the grouting part are mechanically and/or electrically connected to the anchor cable bundle 1 so as to cooperate with the anchor cable.

根据图1所示的一种优选实施方式,监测部可以包括控制器5及应变感应器8(例如应变片),应变感应器8通过信号传输通道10(例如信号传输电缆)信号连接于控制器5。特别地,在使用或回收锚索的过程中,应变感应器8可以实时监测锚索束1的应力变化数据,并将所述应力变化数据通过信号传输通道10传输给控制器5,控制器5能够分析及计算锚索束1的应力变化数据,从而为锚索锚固质量提供数据支持。特别地,应变感应器8的信号传输方式不仅可以采用有线方式,也可以视锚索的使用场景采用无线传输方式。According to a preferred embodiment shown in Figure 1, the monitoring section can include a controller 5 and a strain sensor 8 (such as a strain gauge), and the strain sensor 8 is signal-connected to the controller through a signal transmission channel 10 (such as a signal transmission cable) 5. Particularly, in the process of using or recovering the anchor cable, the strain sensor 8 can monitor the stress change data of the anchor cable bundle 1 in real time, and transmit the stress change data to the controller 5 through the signal transmission channel 10, and the controller 5 The stress change data of the anchor cable bundle 1 can be analyzed and calculated, so as to provide data support for the anchoring quality of the anchor cable. In particular, the signal transmission mode of the strain sensor 8 can not only adopt a wired mode, but also can adopt a wireless transmission mode depending on the use scene of the anchor cable.

根据图1所示的一种优选实施方式,注浆部可由注浆器6和注浆通道4构成。进一步地,注浆通道4包括多条安装在锚索束1内的注浆管,注浆通道4与钻孔口7外的注浆器6相连。特别地,在回收锚索束1的过程中,若通过监测单元监测并判定锚索束1的当前锚固力小于设定阈值,则可通过由注浆器6和注浆通道4组成的注浆部向锚索束1的锚固段3进行二次注浆以提升锚索束1,尤其是锚固段3的锚固力。According to a preferred embodiment shown in FIG. 1 , the grouting part can be composed of a grouting device 6 and a grouting channel 4 . Further, the grouting channel 4 includes a plurality of grouting pipes installed in the anchor cable bundle 1 , and the grouting channel 4 is connected with the grouting device 6 outside the bore hole 7 . In particular, during the process of recovering the anchor cable bundle 1, if the monitoring unit monitors and determines that the current anchoring force of the anchor cable bundle 1 is less than the set threshold value, the grouting force composed of the grouting device 6 and the grouting channel 4 can be used to Secondary grouting is performed on the anchor section 3 of the anchor cable bundle 1 to enhance the anchoring force of the anchor cable bundle 1 , especially the anchor section 3 .

根据一种优选实施方式,现有技术在通过应变感应器8监测锚索束1的应力变化时,应变感应器8的监测和传输频率通常都是已知且固定的,而当锚索束1的锚固力出现异常衰减时,锚索束1的锚固作用将会大打折扣甚至会导致锚固作用消失,而应变感应器8通常只在预设采样节点才发送相应的监测数据,且控制器5也只有在接收到相应的监测数据时才能对锚索束1的锚固力进行判断,因此当锚索束1的锚固力出现异常变化时,常规的监测及判定方式存在一定的滞后性,而这种滞后性对于通过锚索加固地层而言是极其不利的,尤其是在这种延迟收发效应持续累加的情况下,实际所得锚索束锚固力的变化与预期变化间的误差可能高达数倍,而锚索束锚固力的变化,特别是在回收锚索束1时,锚索束锚固力的衰减同时又影响着通过注浆部对锚索施行二次注浆时的时机选择,从而影响着锚固质量,尤其是在锚索束1的锚固力明显低于设定阈值一定区间范围时,若不及时进行二次注浆,则即便是后续再进行补浆,也可能会因错过最佳的补浆时机而导致锚索束1的锚固力无法恢复至原有水平。According to a preferred embodiment, in the prior art, when the strain sensor 8 is used to monitor the stress change of the anchor cable bundle 1, the monitoring and transmission frequency of the strain sensor 8 are generally known and fixed, and when the anchor cable bundle 1 When the anchoring force attenuates abnormally, the anchoring effect of the anchor cable bundle 1 will be greatly reduced or even cause the anchoring effect to disappear, and the strain sensor 8 usually only sends the corresponding monitoring data at the preset sampling node, and the controller 5 also The anchoring force of the anchor cable bundle 1 can only be judged when the corresponding monitoring data is received. Therefore, when the anchoring force of the anchor cable bundle 1 changes abnormally, there is a certain hysteresis in the conventional monitoring and judgment methods. Hysteresis is extremely unfavorable for the strengthening of formations by anchor cables, especially in the case of continuous accumulation of this delayed sending and receiving effect, the error between the actual change of the anchoring force of the anchor cable bundle and the expected change may be as high as several times, and The change of the anchoring force of the anchor cable bundle, especially when the anchor cable bundle 1 is recovered, the attenuation of the anchoring force of the anchor cable bundle also affects the timing of the second grouting of the anchor cable through the grouting part, thus affecting the anchorage. quality, especially when the anchoring force of anchor cable bundle 1 is significantly lower than the set threshold within a certain range, if the secondary grouting is not performed in time, even if the subsequent grouting is performed, the best grouting may be missed. The anchoring force of the anchor cable bundle 1 cannot be restored to the original level due to the timing of the slurry.

根据一种优选实施方式,本发明中,应变感应器8的采样周期可以根据与锚索束1的应力变化对应的预设应变幅值来设定,换而言之,在回收锚索束1的过程中,锚索束1的与时间相关的应力变化信息是以锚索束1的预设应变幅值作为启动事件而经由应变感应器8进行记录和传输的。具体地,预设应变幅值可以由工程设计人员根据工程经验值或是基于工程模拟实验的测算值进行设定,例如对于地质环境已知的锚固土层,可通过软件模拟从地层内回收锚索时,锚索束1的衰减变化,并可形成相应的锚固力与时间相关的变化曲线,由此可以根据锚索束锚固力的理论变化趋势来设定预设应变幅值。According to a preferred embodiment, in the present invention, the sampling period of the strain sensor 8 can be set according to the preset strain amplitude corresponding to the stress change of the anchor cable bundle 1, in other words, when the anchor cable bundle 1 is recovered During the process, the time-related stress change information of the anchor cable bundle 1 is recorded and transmitted via the strain sensor 8 with the preset strain amplitude of the anchor cable bundle 1 as the starting event. Specifically, the preset strain amplitude can be set by the engineering designer according to the engineering experience value or the calculated value based on the engineering simulation experiment. When the cable is pulled, the attenuation of the anchor cable bundle 1 changes, and a corresponding time-dependent change curve of the anchoring force can be formed, so that the preset strain amplitude can be set according to the theoretical variation trend of the anchoring force of the anchor cable bundle.

优选地,锚索束1每产生单个预设应变幅值或锚索束1的锚固力每降低单个预设应变幅值所消耗的时间即为应变感应器8的采样周期,当锚索束1的应力变化加快或放缓时,锚索束1发生单个预设应变幅值所消耗的时间也会改变。特别地,应变感应器8的采样周期与预设应变幅值的比值可以用以表征锚索束1的应力变化速率,从而可以获知锚索束1的锚固力衰减速率,该比值越大,则意味着锚索束1的锚固力衰减速率越慢,即锚索束1每发生单个预设应变幅值或其锚固力每降低单个预设应变幅值所用时间越长,反之越小则意味着锚索束1的锚固力衰减速率越快,即锚索束1每发生单个预设应变幅值或其锚固力每降低单个预设应变幅值所用时间越短。Preferably, each time the anchor cable bundle 1 produces a single preset strain amplitude or the anchoring force of the anchor cable bundle 1 reduces the time consumed by a single preset strain amplitude value, it is the sampling period of the strain sensor 8. When the anchor cable bundle 1 When the stress change of is accelerated or slowed down, the time consumed by the single preset strain amplitude of the anchor cable bundle 1 will also change. In particular, the ratio of the sampling period of the strain sensor 8 to the preset strain amplitude can be used to characterize the stress change rate of the anchor cable bundle 1, so that the anchoring force decay rate of the anchor cable bundle 1 can be known. The larger the ratio, the It means that the anchoring force decay rate of the anchor cable bundle 1 is slower, that is, the longer the anchor cable bundle 1 takes when a single preset strain amplitude or its anchoring force is reduced by a single preset strain amplitude, and vice versa, the smaller it means The faster the decay rate of the anchoring force of the anchor cable bundle 1 is, the shorter the time it takes for the anchor cable bundle 1 to have a single preset strain amplitude or its anchoring force to decrease by a single preset strain amplitude.

根据一种优选实施方式,在锚索束1的锚固力衰减速率放缓时,应变感应器8可以减少传输至控制器5的监测数据的频率及数据量,以在减少数据交互量的基础上,降低数据传输交互过程中产生的延迟,使得控制器5对于锚杆锚固力的分析计算过程更加及时流畅,尤其是能够对锚杆锚固力的变化情况做出及时响应,从而能够及时地通过注浆部来增强锚索束1的锚固力。According to a preferred embodiment, when the anchoring force decay rate of the anchor cable bundle 1 slows down, the strain sensor 8 can reduce the frequency and amount of monitoring data transmitted to the controller 5, so as to reduce the amount of data interaction , to reduce the delay generated in the data transmission interaction process, so that the analysis and calculation process of the controller 5 for the anchoring force of the bolt is more timely and smooth, especially it can respond in time to the change of the anchoring force of the bolt, so that it can be timely through the injection The slurry portion is used to enhance the anchoring force of the anchor cable bundle 1.

根据一种优选实施方式,随着锚索束1的锚固力的不断衰减,不同锚固力变化区间所对应的风险是不同的,且对应的注浆量也是不同的。优选地,对于不同锚固力变化区间而言,应变感应器8的采样周期不同,则相应的预设应变幅值也是不同的。具体地,工程设计人员可依据锚固工程要求针对锚索束1设定不同的锚固力变化区间,并为各锚固力变化区间设定不同的预设应变幅值,以随着锚固力的变化,及时调整应变感应器8对锚索束1的监测频率,从而提高对锚索束1的锚固力监测的及时性。According to a preferred embodiment, as the anchoring force of the anchor cable bundle 1 continues to attenuate, the risks corresponding to different anchoring force variation intervals are different, and the corresponding grouting amounts are also different. Preferably, for different anchoring force variation intervals, the sampling period of the strain sensor 8 is different, and the corresponding preset strain amplitudes are also different. Specifically, engineering designers can set different anchoring force change intervals for the anchor cable bundle 1 according to the anchoring engineering requirements, and set different preset strain amplitudes for each anchoring force change interval, so that as the anchoring force changes, The monitoring frequency of the anchor cable bundle 1 by the strain sensor 8 is adjusted in time, thereby improving the timeliness of monitoring the anchoring force of the anchor cable bundle 1 .

特别地,随着锚索束锚固力的持续衰减,锚索失效的可能性也就越大,故随着锚索束锚固力的不断减小,可将锚索束1的预设应变幅值线性/非线性减小,以缩短对应的采样周期,使得应变感应器8对锚索束1的锚固力监测频率更加密集,从而能够及时获知锚索束锚固力的变化,特别是在锚固力不断减小的过程中,能够根据锚固力的变化及时启动注浆部而对锚索进行二次补浆,以及时应对锚固力的衰减,并通过及时补浆而保持相应的锚固作用,反之,在注浆过后锚索束锚固力提升或恢复时,可随锚固力的提升线性/非线性增大锚索束1的预设应变幅值,由此一来,在锚索束锚固力持续减小的过程中,通过缩短应变感应器8的采样周期使得控制器5对于锚索束锚固力的分析判定频率更加密集频繁,以能够及时获知锚索束锚固力的衰减状态,并及时启动注浆部进行二次注浆,另一方面,可以根据锚索束锚固力的变化及时调整应变感应器8对于锚索束锚固力的监测频率,使得对锚索束锚固力的监测频率更加合理准确,尤其是例如在锚索束锚固力衰减程度较弱的状态下,频繁监测可能是不必要的,因为这将增加数据交互量、占用计算资源而产生延迟,同时过多的数据产出也会生成一定数量的伪数据,这些伪数据会影响控制器5对锚索束锚固力的分析判定,从而影响最佳注浆时机。In particular, with the continuous attenuation of the anchoring force of the anchor cable bundle, the possibility of anchor cable failure is also greater, so as the anchoring force of the anchor cable bundle continues to decrease, the preset strain amplitude of the anchor cable bundle 1 can be set to Linear/non-linear reduction, to shorten the corresponding sampling period, so that the monitoring frequency of the anchoring force of the anchor cable bundle 1 by the strain sensor 8 is more intensive, so that the change of the anchoring force of the anchor cable bundle can be known in time, especially when the anchoring force is constant In the process of decreasing, the grouting part can be started in time according to the change of the anchoring force to carry out secondary grouting on the anchor cable, so as to deal with the attenuation of the anchoring force in time, and maintain the corresponding anchoring effect through timely grouting. When the anchoring force of the anchor cable bundle is increased or restored after grouting, the preset strain amplitude of the anchor cable bundle 1 can be increased linearly/nonlinearly with the increase of the anchoring force, thus, the anchoring force of the anchor cable bundle continues to decrease In the process, by shortening the sampling period of the strain sensor 8, the frequency of analysis and determination of the anchoring force of the anchor cable bundle by the controller 5 is more intensive and frequent, so that the attenuation state of the anchoring force of the anchor cable bundle can be known in time, and the grouting part can be started in time Performing secondary grouting, on the other hand, can adjust the monitoring frequency of the anchoring force of the anchoring force by the strain sensor 8 in time according to the change of the anchoring force of the anchoring force, so that the monitoring frequency of the anchoring force of the anchoring force is more reasonable and accurate, especially For example, in the state where the attenuation of the anchoring force of the anchor cable bundle is weak, frequent monitoring may be unnecessary, because it will increase the amount of data interaction, occupy computing resources and cause delays, and at the same time, excessive data output will also generate certain These pseudo-data will affect the analysis and judgment of the controller 5 on the anchoring force of the anchor cable bundle, thereby affecting the optimal grouting timing.

根据一种优选实施方式,如图1所示,热熔部2卡固于锚索束1的自由段外侧,其由一壳体16作为整个装置的外壳和热熔组分的载体。进一步地,如图4所示,壳体16是由陶瓷制成的中空壳体,且该壳体16由至少两部分半圆柱形壳体拼接而成,两部分半圆柱形壳体各自具有部分凹陷的卡合部,且两个卡合部组合后形成一柱形通道,以用于锚索束的穿出。优选地,由陶瓷制成的壳体16具有良好的耐高温性能,能够承受铝热反应期间产生的超高温度,并且陶瓷壳体的材料价格低廉,制造加工过程也十分简单。According to a preferred embodiment, as shown in FIG. 1 , the hot-melt part 2 is fixed on the outside of the free section of the anchor cable bundle 1 , and a casing 16 is used as the outer shell of the whole device and the carrier of the hot-melt component. Further, as shown in Figure 4, the housing 16 is a hollow housing made of ceramics, and the housing 16 is spliced by at least two semi-cylindrical housings, each of which has a Partially recessed locking parts, and the combination of the two locking parts forms a cylindrical channel for passing out the anchor cable bundle. Preferably, the shell 16 made of ceramics has good high temperature resistance and can withstand the ultra-high temperature generated during the thermite reaction, and the material of the ceramic shell is cheap, and the manufacturing process is also very simple.

特别地,在利用热熔部2实现锚索束1的回收时,是通过控制器5及与控制器5相连的信号线9来激活壳体16内的各热熔组分,并最终实现铝热反应的。具体地,铝热反应产生的环境温度大约为2000℃~3000℃,借助于铝热反应产生的大量热量能够将用于封堵的密封材料熔化,以使壳体16内封存的热熔试剂流出,处于熔融态的热熔剂(热熔金属)与锚索束1接触后能够将锚索束1熔断,或是借助于熔融态热熔剂的超高温能够极大程度降低锚索束1的屈服强度以便于将锚索束1强拉回收。In particular, when using the hot-melt part 2 to realize the recovery of the anchor cable bundle 1, the controller 5 and the signal line 9 connected to the controller 5 are used to activate the hot-melt components in the casing 16, and finally realize the aluminum thermally reactive. Specifically, the ambient temperature generated by the thermite reaction is about 2000°C to 3000°C, and the sealing material used for sealing can be melted by means of a large amount of heat generated by the thermite reaction, so that the hot melt reagent sealed in the shell 16 can flow out , the hot melt agent (hot melt metal) in the molten state can fuse the anchor cable bundle 1 after contacting the anchor cable bundle 1, or the ultra-high temperature of the molten hot melt agent can greatly reduce the yield strength of the anchor cable bundle 1 In order to facilitate the recovery of the anchor cable bundle 1 by strong pulling.

根据一种优选实施方式,如图2所示,热熔部2的壳体16连接有加热丝11,该加热丝11与信号线9相连,信号线9外接控制器5,且控制器5可通过信号线9来控制加热丝11工作。进一步地,在利用控制器5将信号线9通电后,加热丝11产生高温,该高温能够为封存于壳体16内的镁条12的氧化反应提供能量以将镁条12引燃,而镁条12燃烧的能量进一步将引燃剂13点燃,引燃剂13与壳体16内的铝热剂14接触并将铝热剂14激活。According to a preferred embodiment, as shown in Figure 2, the housing 16 of the hot-melt part 2 is connected with a heating wire 11, the heating wire 11 is connected to the signal line 9, the signal line 9 is externally connected to the controller 5, and the controller 5 can The heating wire 11 is controlled to work through the signal line 9 . Further, after the signal line 9 is energized by the controller 5, the heating wire 11 generates a high temperature, which can provide energy for the oxidation reaction of the magnesium strip 12 sealed in the housing 16 to ignite the magnesium strip 12, and the magnesium The energy of the burning of the strip 12 further ignites the igniter 13 , which contacts the thermite 14 within the housing 16 and activates the thermite 14 .

根据一种优选实施方式,铝热剂14被引燃剂13高温激活后,将发生强烈的氧化还原反应,即铝热反应,从而释放大量热量,形成温度高达2000℃的熔融态金属,由铝热剂14反应成形的熔融态金属与壳体16靠近于锚索束1一侧的密封板15接触后会将该密封板15熔化,从而进一步流出并与锚索束1接触,熔融态金属的超高温能够将锚索束1熔断,或是大大降低锚索束1的屈服强度,同时配合钻孔口7外的张拉设备即可将锚索束1拉出,从而实现对锚索束1的回收。According to a preferred embodiment, after the thermite 14 is activated by the igniter 13 at a high temperature, a strong redox reaction, that is, a thermite reaction, will occur, thereby releasing a large amount of heat and forming a molten metal with a temperature as high as 2000°C. The molten metal formed by the reaction of the hot agent 14 will melt the sealing plate 15 after contacting the sealing plate 15 on the side of the shell 16 close to the anchor cable bundle 1, thereby further flowing out and contacting the anchor cable bundle 1, the molten metal The ultra-high temperature can fuse the anchor cable bundle 1, or greatly reduce the yield strength of the anchor cable bundle 1. At the same time, the anchor cable bundle 1 can be pulled out with the tensioning equipment outside the drilling hole 7, so as to realize the anchor cable bundle 1. recycling.

根据一种优选实施方式,整个铝热反应所用到的化学试剂是通过壳体16上预留的药剂通道17注入到壳体16内部的,将化学试剂填充完毕后,用封堵塞18将药剂通道17进行封堵,加热丝11穿过封堵塞18插入至壳体16内,并与镁条12接触。According to a preferred embodiment, the chemical reagents used in the entire thermite reaction are injected into the interior of the housing 16 through the chemical reagent channel 17 reserved on the housing 16. After the chemical reagent is filled, the chemical reagent channel is sealed with a plug 18. 17 for sealing, the heating wire 11 is inserted into the casing 16 through the sealing plug 18, and contacts with the magnesium strip 12.

根据一种优选实施方式,图3示出了本发明的热熔部2另一种优选的结构示意图。具体地,通过控制器5将信号线9通电,利用通电后的信号线9将甘油瓶19击穿,使甘油瓶19内的甘油与预先封存在壳体16内的高锰酸钾20发生反应并释放热量,以通过甘油与高锰酸钾20的反应热量激活或点燃引燃剂13,引燃剂13则进一步点燃铝热剂14,使铝热剂14发生强烈的铝热反应从而形成具备超高温的熔融态金属,最终与锚索束1接触并将其熔断,以实现对锚索束1的回收。特别地,图2所示的密封板15可采用薄铁板,或是用其它强度较高但不耐高温的材质代替,例如PPS材质。According to a preferred embodiment, Fig. 3 shows another preferred structural schematic diagram of the hot-melt part 2 of the present invention. Specifically, the signal line 9 is energized through the controller 5, and the glycerin bottle 19 is punctured by the energized signal line 9, so that the glycerin in the glycerin bottle 19 reacts with the potassium permanganate 20 pre-sealed in the housing 16 And release heat to activate or ignite the igniter 13 through the reaction heat of glycerol and potassium permanganate 20, and the igniter 13 further ignites the thermite 14, so that the thermite 14 undergoes a strong thermite reaction to form a The ultra-high temperature molten metal finally contacts the anchor cable bundle 1 and fuses it, so as to realize the recovery of the anchor cable bundle 1 . In particular, the sealing plate 15 shown in FIG. 2 can be made of a thin iron plate, or replaced by other materials with high strength but not resistant to high temperature, such as PPS material.

为了便于理解,下文将阐述本发明的一种隧道用热熔式锚索的工作原理。For ease of understanding, the working principle of a hot-melt anchor cable for tunnels according to the present invention will be described below.

在使用本发明的基于热熔结构的可回收锚索时,将热熔部2提前装配卡固于锚索束1上,将锚索束1通过钻孔口7下放至待锚固土体内,在使用及回收锚索束1的过程中,可通过由应变感应器8和控制器5组成的监测部来实时监测锚索束1的应力变化,并在锚索束1的相应锚固力小于标准阈值或设计强度时,通过由注浆器6和注浆通道4组成的注浆部向锚索束1的锚固段3进行二次注浆,从而增强或弥补相应的锚索锚固力。特别地,当需要利用热熔部2将锚索束1进行回收时,可通过钻孔口7外的控制器5将与壳体16相连的信号线9进行通电,以使与信号线9相连的加热丝11工作。进一步地,加热丝11通电发热迅速将壳体16内封存的镁条12引燃,镁条12燃烧进一步将引燃剂13点燃,引燃剂13与铝热剂14接触将其激活,铝热剂14在引燃剂13助燃下发生强烈的氧化还原反应,释放大量热量并形成超高温的熔融态金属,熔融态的铝热剂14将壳体16的密封板15熔化流出,并在与锚索束1接触后将锚索束1熔断,从而实现锚索束1的回收。When using the recyclable anchor cable based on the hot-melt structure of the present invention, the hot-melt part 2 is assembled and fixed on the anchor cable bundle 1 in advance, and the anchor cable bundle 1 is lowered into the soil to be anchored through the drill hole 7, and the During the process of using and recovering the anchor cable bundle 1, the monitoring part composed of the strain sensor 8 and the controller 5 can be used to monitor the stress change of the anchor cable bundle 1 in real time, and when the corresponding anchoring force of the anchor cable bundle 1 is less than the standard threshold Or when the strength is designed, secondary grouting is performed to the anchoring section 3 of the anchor cable bundle 1 through the grouting part composed of the grouting device 6 and the grouting channel 4, so as to enhance or compensate the corresponding anchoring force of the anchor cable. In particular, when the hot-melt part 2 needs to be used to recover the anchor cable bundle 1, the signal line 9 connected to the housing 16 can be energized through the controller 5 outside the drilling hole 7, so that the signal line 9 connected to the signal line 9 The heating wire 11 works. Further, the heating wire 11 energizes and generates heat to quickly ignite the magnesium strip 12 sealed in the casing 16, the magnesium strip 12 burns and further ignites the igniter 13, and the igniter 13 contacts the thermite 14 to activate it, and thermite Under the combustion aid of the igniter 13, the agent 14 undergoes a strong oxidation-reduction reaction, releases a large amount of heat and forms ultra-high temperature molten metal, and the molten thermite 14 melts the sealing plate 15 of the shell 16 and flows out, and is connected with the anchor After the cable bundle 1 contacts, the anchor cable bundle 1 is fused, thereby realizing the recovery of the anchor cable bundle 1 .

根据一种优选实施方式,现有热熔型锚具通常是对热熔锚通电进行拆芯,待通电达到一定时间热熔锚拆芯结束后将钢绞线拔出回收。然而现有热熔型锚具由于依靠通电导线对热熔锚直接加热而实施拆芯,因此在钢绞线达到相应熔断温度或满足相应可回收屈服强度之前,需要通过通电导线实施长时间的持续加热才能将锚索束1熔断,故锚索束1的回收过程将耗费大量时间,尤其是需要大量的预热准备时间;其次,由于锚索束1埋设于地下深层空间之中,而地下土体的传热效果相对较差,因此在利用通电导线对锚索束1进行长时间的持续加热的过程中,可能涉及到需要持续输出稳定的大电流,然而地下空间的不确定因素较多,并且由于通电导线的传热线路很长,故在利用通电导线对锚索束1持续加热的过程中,很有可能产生通电导线的热量无法有效传递至锚索束1的现象,特别是地下空间中通电导线极易出现故障损坏,长时间维持电流输出也是比较困难的。According to a preferred embodiment, in the existing hot-melt anchor, the hot-melt anchor is usually energized to remove the core, and the steel strand is pulled out and recycled after the hot-melt anchor is removed after the power is turned on for a certain period of time. However, the existing hot-melt anchors rely on the live wires to directly heat the hot-melt anchors to remove the core. Therefore, before the steel strand reaches the corresponding fusing temperature or meets the corresponding recoverable yield strength, it needs to be carried out for a long time through the live wires. Only heating can fuse the anchor cable bundle 1, so the recovery process of the anchor cable bundle 1 will take a lot of time, especially a lot of preheating preparation time; secondly, because the anchor cable bundle 1 is buried in the deep underground space, and the underground soil The heat transfer effect of the body is relatively poor, so in the process of using the energized wire to continuously heat the anchor cable bundle 1 for a long time, it may involve the need to continuously output a stable large current. However, there are many uncertain factors in the underground space. And because the heat transfer line of the energized wire is very long, in the process of using the energized wire to continuously heat the anchor cable bundle 1, it is very likely that the heat of the energized wire cannot be effectively transferred to the anchor cable bundle 1, especially in the underground space. The medium-current conducting wire is extremely prone to failure and damage, and it is also difficult to maintain the current output for a long time.

根据一种优选实施方式,在本发明实施例中,通电导线仅提供初始热量以用于激活相应的热熔试剂,而锚索束1的熔断则主要依靠于热熔试剂反应期间的超高温度来完成。特别地,当需要熔断锚索束1以将其回收时,可通过控制器5将信号线9通电以使加热丝11工作,相较于直接通过加热丝11进行持续的物理传热以将锚索束1熔断而言,加热丝11只需提供相对较低的热能足够将镁条12引燃即可,后续对于锚索束1的熔断则完全依赖于镁条12等热熔试剂的化学反应及其产生的化学反应热,因此不需要通过加热丝11持续提供大量热能,能够极大程度上减少能量的消耗及浪费,当镁条12燃烧并进一步将引燃剂13引燃后,引燃剂13燃烧并产生比镁条12燃烧更高的能量以能够将铝热剂14点燃,铝热剂14燃烧并经由氧化还原反应形成具备超高温(高达2000℃~3000℃)的熔融态金属,熔融态金属与锚索束1接触并将其熔断,同时配合钻孔口7外的张拉设备将熔断后的锚索束1拉出即可完成回收。According to a preferred embodiment, in the embodiment of the present invention, the conducting wire only provides initial heat for activating the corresponding hot-melt reagent, and the fusing of the anchor cable bundle 1 mainly depends on the ultra-high temperature during the reaction of the hot-melt reagent To be done. In particular, when it is necessary to fuse the anchor cable bundle 1 to recover it, the signal line 9 can be energized through the controller 5 to make the heating wire 11 work, compared to directly conducting continuous physical heat transfer through the heating wire 11 to turn the anchor For the fusing of the cable bundle 1, the heating wire 11 only needs to provide relatively low heat energy enough to ignite the magnesium strip 12, and the subsequent fusing of the anchor cable bundle 1 completely depends on the chemical reaction of the hot-melt reagent such as the magnesium strip 12 and the chemical reaction heat generated by it, so there is no need to continuously provide a large amount of heat energy through the heating wire 11, which can greatly reduce energy consumption and waste. When the magnesium strip 12 burns and further ignites the igniter 13, the ignition The agent 13 burns and generates higher energy than the combustion of the magnesium strip 12 to ignite the thermite 14. The thermite 14 burns and forms a molten metal with an ultra-high temperature (up to 2000°C to 3000°C) through a redox reaction. The molten metal contacts the anchor cable bundle 1 and fuses it, and at the same time cooperates with the tensioning equipment outside the drilling hole 7 to pull out the melted anchor cable bundle 1 to complete the recovery.

优选地,铝热剂14的整个氧化还原反应过程十分迅速且剧烈,反应瞬间便能释放大量热量,相对于通过通电导线或是加热丝11对锚索束1持续进行加热而言,铝热剂14通过自身的铝热反应瞬间就能使锚索束1周边的环境温度达到数千摄氏度,使得从将加热丝11通电到铝热剂14发生铝热反应的整个过程在极其短的时间段内即可全部完成,因此整个锚索回收的效率将被显著提高;其次,铝热反应的主要产物为各种金属氧化物,在通过铝热剂14将锚索束1熔断后,铝热反应残留的反应产物不会对锚索束1形成二次破坏,不会影响回收后的钢绞线的使用,并且铝热反应产出的金属氧化物即使残余于地下空间也不会对地下空间结构造成破坏;此外,铝热剂14的整个氧化还原反应过程通常是已知且单一的,具有良好的可持续性,相比于直接利用通电导线对锚索束1进行持续加热,并保持通电导线持续稳定输出的情况,铝热剂14的铝热反应一旦开始,几乎不会受到周边环境的干扰或影响,而处于复杂多变的地下空间内的通电导线由于诸多不确定因素反而更容易出现失稳的状况,这将为锚索束1的回收增加预料之外的困难及成本,而借助铝热剂14的铝热反应瞬间便能熔断锚索束1,不仅提高了锚索回收效率,同时大大降低了不确定因素产生的可能性,使得锚索回收的稳定性更好。Preferably, the entire oxidation-reduction reaction process of the thermite 14 is very rapid and violent, and a large amount of heat can be released in an instant. 14 through its own thermite reaction, the ambient temperature around the anchor cable bundle 1 can reach thousands of degrees Celsius in an instant, so that the whole process from electrifying the heating wire 11 to the thermite reaction of the thermite 14 takes place in an extremely short period of time can be fully completed, so the efficiency of the entire anchor cable recovery will be significantly improved; secondly, the main products of the thermite reaction are various metal oxides, and after the anchor cable bundle 1 is fused by the thermite 14, the thermite reaction remains The reaction product will not cause secondary damage to the anchor cable bundle 1, and will not affect the use of the recycled steel strands, and the metal oxide produced by the aluminothermic reaction will not cause damage to the underground space structure even if it remains in the underground space. destruction; in addition, the entire redox reaction process of the thermite 14 is usually known and single, and has good sustainability, compared to directly using the energized wire to continuously heat the anchor cable bundle 1 and keep the energized wire continuously In the case of stable output, once the thermite reaction of thermite 14 starts, it will hardly be disturbed or affected by the surrounding environment, while the live wires in the complex and changeable underground space are more prone to instability due to many uncertain factors situation, this will increase unexpected difficulties and costs for the recovery of the anchor cable bundle 1, and the thermite reaction of the thermite 14 can instantly melt the anchor cable bundle 1, which not only improves the recovery efficiency of the anchor cable, but also greatly The possibility of uncertain factors is reduced, and the stability of anchor cable recovery is better.

另一方面,现有热熔型锚具的热熔结构通常是与锚索的主体结构配套设计使用的,因此在设计此类热熔型锚具时,将引入高额的设计制造成本,而在本发明中,热熔结构的主体/载体为陶瓷制成的中空壳体,其能够承受铝热反应期间产生的超高温度,以避免熔融态的铝热剂14肆意流动;其次,陶瓷外壳的材料价格十分低廉,并且制造加工过程也比较简单,这将大幅度减少整个锚索结构的生产加工成本;除此之外,热熔结构的整体设计结构简单,其结构主体主要用作热熔试剂的载体,因此整个结构主体能够经由轻微改动或调整而适应于各种类型的锚索或锚杆,使得本发明的热熔部2能够应用于不同种类的锚具,而不需要额外新增过多的复杂结构。On the other hand, the hot-melt structure of the existing hot-melt anchorage is usually designed and used in conjunction with the main structure of the anchor cable, so when designing this kind of hot-melt anchorage, high design and manufacturing costs will be introduced, and In the present invention, the main body/carrier of the hot-melt structure is a hollow shell made of ceramics, which can withstand the ultra-high temperature generated during thermite reaction, so as to avoid the indiscriminate flow of molten thermite 14; secondly, the ceramic The material price of the shell is very low, and the manufacturing process is relatively simple, which will greatly reduce the production and processing cost of the entire anchor cable structure; in addition, the overall design and structure of the hot-melt structure are simple, and its main body is mainly used as a heat sink. The carrier of the melting agent, so the whole structural body can be adapted to various types of anchor cables or bolts through slight modification or adjustment, so that the hot-melt part 2 of the present invention can be applied to different types of anchors without requiring additional new Add too many complex structures.

需要注意的是,上述具体实施例是示例性的,本领域技术人员可以在本发明公开内容的启发下想出各种解决方案,而这些解决方案也都属于本发明的公开范围并落入本发明的保护范围之内。本领域技术人员应该明白,本发明说明书及其附图均为说明性而并非构成对权利要求的限制。本发明的保护范围由权利要求及其等同物限定。本发明说明书包含多项发明构思,诸如“优选地”、“根据一个优选实施方式”或“可选地”均表示相应段落公开了一个独立的构思,申请人保留根据每项发明构思提出分案申请的权利。It should be noted that the above-mentioned specific embodiments are exemplary, and those skilled in the art can come up with various solutions inspired by the disclosure of the present invention, and these solutions also belong to the scope of the disclosure of the present invention and fall within the scope of this disclosure. within the scope of protection of the invention. Those skilled in the art should understand that the description and drawings of the present invention are illustrative rather than limiting to the claims. The protection scope of the present invention is defined by the claims and their equivalents. The description of the present invention contains a number of inventive concepts, such as "preferably", "according to a preferred embodiment" or "optionally" all indicate that the corresponding paragraph discloses an independent concept, and the applicant reserves the right to propose a division based on each inventive concept right to apply.

Claims (10)

1. A recycling method of a hot-melt anchor cable for a tunnel is applied to the recyclable hot-melt anchor cable for the tunnel, and is characterized in that:
the anchor cable bundle (1) of the anchor cable is provided with a monitoring part,
the stress change of the anchor cable bundle (1) is monitored in real time through a strain sensor (8) of the monitoring part;
and when the anchoring force of the anchor cable bundle (1) is lower than a set threshold value, performing secondary grouting on the anchor cable bundle (1) through the grouting part.
2. The recycling method according to claim 1, characterized in that:
during the recovery of the cable bundle (1), time-dependent stress variation information of the cable bundle (1) is recorded and transmitted via the strain sensor (8) with a preset strain amplitude of the cable bundle (1) as a starting event.
3. The recycling method according to claim 1 or 2, characterized in that the cable further comprises a hot melt part (2) for cable recycling, the hot melt part (2) having a housing (16) clamped to the cable harness (1), the housing (16) being encapsulated with a hot melt agent, and the hot melt agent comprising an activating component and a fusing component.
4. The method of reclaiming according to any one of the preceding claims, wherein the cable further comprises:
a heating assembly coupled to the housing (16) and in physical contact with the activating component;
-a controller (5) for controlling the heating assembly to physically heat the activating component, the strain sensor (8) being communicatively connected to the controller (5).
5. The recycling method according to any of the preceding claims, characterized in that the cable harness (1) is fitted with a grouting section consisting of a grouting device and grouting channels, wherein,
the grouting channel comprises a plurality of grouting pipes which are arranged in the anchor cable bundle, and the grouting pipes are connected with a grouting device positioned outside the drill hole;
and when the controller (5) judges that the anchoring force of the anchor cable bundle (1) is lower than a set threshold value based on the stress monitoring data of the strain sensor (8), performing secondary grouting on an anchoring section of the anchor cable bundle through a grouting part.
6. The recycling method according to any of the preceding claims, characterized in that as the anchoring force of the anchor cable bundle (1) is continuously reduced, the preset strain amplitude of the anchor cable bundle (1) is reduced in a linear/nonlinear manner to shorten the corresponding sampling period, so that the anchoring force monitoring frequency of the strain sensor (8) to the anchor cable bundle (1) is more dense, and the grouting part is started in time to perform secondary grouting.
7. The recycling method according to any of the preceding claims, characterized in that the sampling period of the strain sensor (8) is different for different anchoring force variation intervals, the corresponding preset strain amplitude is also different.
8. A recycling method according to any of the preceding claims, characterized in that the pre-set strain amplitude of the tendon (1) is increased in a linear/non-linear manner when the anchoring force of the tendon (1) is raised or restored after grouting.
9. A recycling method according to any of the preceding claims, characterized in that before the stress monitoring of the tendon (1), it further comprises the steps of:
filling and packaging a hot melt reagent in a shell (16);
mounting a heating assembly to the housing (16) and bringing it into physical contact with the hot melt agent;
the shell (16) is clamped to the anchor cable bundle (1), and the heating assembly is controlled to work through the controller (5);
controlling the heating component to perform physical heating on the hot melt reagent so as to enable the hot melt reagent to release chemical reaction heat;
the hot-melt agent is brought into contact with the anchor cable bundle (1) to fuse and recover the anchor cable bundle (1) by means of the chemical reaction heat.
10. The recycling method according to any one of the preceding claims, characterized in that in a state in which the heating element is controlled by the controller (5) to perform physical heating on the activation component, the activation component is capable of releasing first chemical reaction heat based on the physical heating and igniting the fusing component by the first chemical reaction heat, the fusing component being burned by the first chemical reaction heat and releasing second chemical reaction heat, so that the fusing component is capable of fusing the anchor cable harness (1) by the second chemical reaction heat when the fusing component contacts the anchor cable harness (1).
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