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CN104373146A - Constant-resistance anchor rod tray - Google Patents

Constant-resistance anchor rod tray Download PDF

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Publication number
CN104373146A
CN104373146A CN201410702392.6A CN201410702392A CN104373146A CN 104373146 A CN104373146 A CN 104373146A CN 201410702392 A CN201410702392 A CN 201410702392A CN 104373146 A CN104373146 A CN 104373146A
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CN
China
Prior art keywords
anchor rod
piston body
constant
tray
shell
Prior art date
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Pending
Application number
CN201410702392.6A
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Chinese (zh)
Inventor
周泽
朱川曲
李青锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan University of Science and Technology
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Hunan University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hunan University of Science and Technology filed Critical Hunan University of Science and Technology
Priority to CN201410702392.6A priority Critical patent/CN104373146A/en
Publication of CN104373146A publication Critical patent/CN104373146A/en
Pending legal-status Critical Current

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Classifications

    • 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

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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)

Abstract

The invention discloses a constant-resistance anchor rod tray. The constant-resistance anchor rod tray comprises a shell, a piston body and a sidewall protection disc. The sidewall protection disc is fixedly installed on the shell in a sleeving and welded mode. The piston body is installed closely attached to the inner wall of the shell, the piston body and the shell form a closed cavity, a pressure-limiting one-way valve is installed on one side of the cavity and located on the outer wall of the shell, and a center axial hole is formed in the middle of the piston body. One end of an anchor rod penetrates through the center axial hole of the piston body to be fixed to a tunnel wall, and the other end of the anchor rod is closely attached to an anchor rod nut which is arranged on the anchor rod in a sleeving mode. According to the constant-resistance anchor rod tray, because a hydraulic device is adopted, and emulsified oil is injected into the cavity formed by the piston body and the shell so as to absorb and release elastic energy generated by large deformation of tunnel surrounding rock, it is guaranteed that the anchor rod tray is not damaged and can continue providing constant anchoring supporting force for the anchor rod, and the anchor rod still has a good supporting effect under large deformation of the surrounding rock.

Description

一种恒阻锚杆托盘A constant resistance anchor tray

技术领域 technical field

本发明涉及一种恒阻锚杆托盘。 The invention relates to a constant resistance anchor tray.

背景技术 Background technique

锚杆支护作为一种主动支护方式,其支护效果好,支护成本低,能够有效提高巷道稳定性,有利于巷道维护,已经成为我国煤矿巷道的主要支护形式。目前,锚杆支护的主要理论有:悬吊理论、组合拱理论、组合梁理论以及水平应力理论。根据锚杆支护的理论可对锚杆参数进行设计、优化。然而由于我国锚杆加工工艺方法落后以及我国地质状况复杂,锚杆的使用寿命较短,而且锚杆的支护强度往往达不到要求。 As an active support method, bolt support has good support effect, low support cost, can effectively improve the stability of roadway, and is beneficial to roadway maintenance. It has become the main support form of coal mine roadway in my country. At present, the main theories of bolt support are: suspension theory, composite arch theory, composite beam theory and horizontal stress theory. According to the theory of bolt support, the bolt parameters can be designed and optimized. However, due to the backward processing technology of anchor bolts in our country and the complex geological conditions in our country, the service life of anchor bolts is short, and the support strength of anchor bolts often does not meet the requirements.

我国对锚杆的支护效果及支护机理进行了广泛、深入的研究。研究表明,锚杆托盘对锚杆的支护效果有着重要的影响。锚杆托盘是产生锚固力必不可少的构件。锚杆托盘通过挤压巷道围岩提供托锚力,使巷道围岩处于三向受力状态,能够明显改善巷道围岩受力状态,尤其是托锚力在锚杆施加预紧力后立即发挥作用,约束围岩变形。巷道围岩变形过程中其表面岩石的变形会对紧固在巷道围岩表面上的锚杆托盘形成挤压,使锚杆托盘变形、破坏,从而使锚杆托盘丧失对巷道围岩的托锚力,致使锚杆支护强度降低甚至使锚杆支护失效。在现有的锚杆支护技术研究中,往往更注重对锚杆杆体的研究,而对锚杆托盘的技术研究则非常之少。在工程现场中,由锚杆托盘损坏而造成的锚杆失效约占锚杆失效总数的21%。因此,十分有必要加强对锚杆托盘的研究。 Our country has carried out extensive and in-depth research on the support effect and support mechanism of bolts. The research shows that the anchor tray has an important influence on the support effect of the anchor. The anchor tray is an indispensable component for generating anchoring force. The anchor tray provides the supporting anchor force by squeezing the surrounding rock of the roadway, so that the surrounding rock of the roadway is in a three-way stress state, which can significantly improve the stress state of the surrounding rock of the roadway, especially the supporting anchor force is exerted immediately after the preload is applied to the bolt. function to restrict the deformation of the surrounding rock. During the deformation process of the surrounding rock of the roadway, the deformation of the surface rock will squeeze the anchor tray fastened on the surface of the surrounding rock of the roadway, causing the anchor tray to be deformed and destroyed, so that the anchor tray loses its support to the surrounding rock of the roadway The force will reduce the strength of the bolt support and even make the bolt support invalid. In the existing research on bolt support technology, more attention is often paid to the research on the bolt body, while the technical research on the bolt tray is very little. In the engineering site, the failure of the anchor caused by the damage of the anchor tray accounts for about 21% of the total failure of the anchor. Therefore, it is very necessary to strengthen the research on the anchor tray.

发明内容 Contents of the invention

为了解决上述技术问题,本发明提供一种结构简单、能够持续为锚杆提供恒定托锚力的恒阻锚杆托盘。 In order to solve the above technical problems, the present invention provides a constant-resistance anchor tray with a simple structure and capable of continuously providing a constant anchoring force for the anchor.

本发明解决上述问题的技术方案是:一种恒阻锚杆托盘,包括壳体、活塞体以及护帮圆盘,所述护帮圆盘套装在壳体上并焊接固定,所述活塞体紧贴壳体内壁安装并与壳体形成一个封闭的空腔,所述空腔一侧位于壳体外壁上安装有限压单向阀,所述活塞体的中部开有中轴孔,锚杆的一端穿过活塞体的中轴孔固定于巷道壁上,另一端紧贴套在锚杆上的锚杆螺母。 The technical solution of the present invention to solve the above-mentioned problems is: a constant-resistance bolt tray, including a housing, a piston body and a side protection disc, the side protection disc is set on the housing and fixed by welding, and the piston body is tightly It is installed close to the inner wall of the housing and forms a closed cavity with the housing. One side of the cavity is located on the outer wall of the housing and a pressure-limiting check valve is installed. The middle part of the piston body has a central axis hole, and one end of the anchor rod The central axis hole passing through the piston body is fixed on the roadway wall, and the other end is close to the anchor nut which is sleeved on the anchor rod.

上述恒阻锚杆托盘中,所述壳体呈圆柱状。 In the above-mentioned constant resistance anchor tray, the shell is cylindrical.

上述恒阻锚杆托盘中,所述活塞体的外径比壳体的内径略大。 In the above constant resistance anchor tray, the outer diameter of the piston body is slightly larger than the inner diameter of the housing.

上述恒阻锚杆托盘中,所述护帮圆盘呈环形,护帮圆盘的内径与壳体的外径相匹配。 In the above-mentioned constant-resistance bolt tray, the side protection disc is in the shape of a ring, and the inner diameter of the side protection disc matches the outer diameter of the casing.

本发明的有益效果在于: The beneficial effects of the present invention are:

1、本恒阻锚杆托盘采用液压装置,通过往活塞体与壳体形成的空腔内注入乳化油,以更好地吸收并释放巷道围岩大变形所产生的弹性能,从而保证锚杆托盘不被坏,使之能够继续为锚杆提供恒定的托锚力,使锚杆在围岩大变形条件下仍然具有良好的支护作用; 1. The constant resistance bolt tray adopts a hydraulic device, and injects emulsified oil into the cavity formed by the piston body and the shell to better absorb and release the elastic energy produced by the large deformation of the surrounding rock of the roadway, so as to ensure the bolt The tray is not damaged, so that it can continue to provide a constant anchor force for the anchor, so that the anchor still has a good supporting effect under the condition of large deformation of the surrounding rock;

2、本恒阻锚杆托盘装置结构简单,易于施工,在矿山现有的锚杆钻机条件下即能完成对该恒阻锚杆托盘的施工安装。 2. The constant-resistance bolt tray device has a simple structure and is easy to construct. The construction and installation of the constant-resistance bolt tray can be completed under the conditions of the existing bolt drilling rigs in the mine.

附图说明 Description of drawings

图1为本发明的安装结构示意图。 Fig. 1 is a schematic diagram of the installation structure of the present invention.

图2为图1的仰视图。 Fig. 2 is a bottom view of Fig. 1 .

图3为本发明工作时的结构示意图。 Fig. 3 is a structural schematic diagram of the present invention when working.

具体实施方式 Detailed ways

下面结合附图和实施例对本发明作进一步的说明。 The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

如图1、图2所示,本实施例包括壳体1、活塞体2、限压单向阀3、空腔4、锚杆6、锚杆螺母7以及护帮圆盘8。 As shown in FIG. 1 and FIG. 2 , this embodiment includes a housing 1 , a piston body 2 , a pressure-limiting one-way valve 3 , a cavity 4 , an anchor rod 6 , an anchor rod nut 7 and an apron disc 8 .

所述壳体1呈圆柱状,所述护帮圆盘8呈环形,护帮圆盘8的内径与壳体1的外径相匹配,护帮圆盘8套装在壳体1上并焊接固定;所述活塞体2紧贴壳体1内壁安装并与壳体1形成一个封闭的空腔4,所述活塞体2的外径比壳体1的内径略大,保证空腔4的密封性,并为能使壳体1与活塞体2之间产生摩擦阻力以增大恒阻锚杆托盘所能提供的支护阻力;所述空腔4一侧位于壳体1外壁上安装有限压单向阀3,通过限压单向阀3可以往空腔4内注入乳化油,乳化油在不断的注入空腔4后会对空腔4内壁形成一定压力;所述活塞体2的中部开有中轴孔,锚杆6的一端穿过活塞体2的中轴孔固定于巷道壁上,另一端紧贴套在锚杆6上的锚杆螺母7。 The housing 1 is cylindrical, the side protection disc 8 is annular, the inner diameter of the side protection disc 8 matches the outer diameter of the case 1, the side protection disc 8 is set on the case 1 and fixed by welding ; The piston body 2 is installed close to the inner wall of the housing 1 and forms a closed cavity 4 with the housing 1. The outer diameter of the piston body 2 is slightly larger than the inner diameter of the housing 1 to ensure the tightness of the cavity 4 , and in order to generate frictional resistance between the housing 1 and the piston body 2 to increase the support resistance provided by the constant resistance anchor tray; To the valve 3, the emulsified oil can be injected into the cavity 4 through the pressure-limiting one-way valve 3, and the emulsified oil will form a certain pressure on the inner wall of the cavity 4 after it is continuously injected into the cavity 4; the middle part of the piston body 2 has a In the central axis hole, one end of the anchor rod 6 passes through the central axis hole of the piston body 2 and is fixed on the roadway wall, and the other end is close to the anchor rod nut 7 which is sleeved on the anchor rod 6 .

本发明的工作原理如下:施工前,采用煤电钻,在巷道围岩壁上先打出托盘钻孔5,托盘钻孔5的孔径与壳体1的外径相匹配,在托盘钻孔5底部进行锚杆钻孔施工,锚杆6前部穿过活塞体2的中轴孔固定于巷道壁上,在锚杆6杆体尾部拧紧锚杆螺母7,恒阻锚杆托盘一面顶住托盘钻孔5孔壁上,一面紧贴套在锚杆6上的锚杆螺母7,如图1所示;拧紧锚杆螺母7后,护帮圆盘8能够对恒阻锚杆托盘周围岩石起到良好的支撑作用,防止围岩的整体垮落;如图3所示,随着巷道围岩应力的增大,锚杆6轴向拉力增大,带动锚杆螺母7向围岩内部运动,对恒阻锚杆托盘形成挤压,推动活塞体2向前运动,随着活塞体2向前运动,空腔4内乳化油被挤压,在空腔4内形成强液压,当空腔4内乳化油液压超过壳体1外壁上限压单向阀3的限定数值,空腔4内的乳化油向外排出一定体积,直至空腔4内的液压降至限压单向阀3的限定压力值以下。 The working principle of the present invention is as follows: before the construction, the coal electric drill is used to drill the tray drilling 5 on the surrounding rock wall of the roadway. Carry out anchor drilling construction, the front part of the anchor rod 6 passes through the central axis hole of the piston body 2 and fixes it on the roadway wall, tighten the anchor nut 7 at the tail of the anchor rod 6 rod body, one side of the constant resistance anchor rod tray withstands the tray drilling On the wall of the 5 hole, one side is close to the anchor nut 7 sleeved on the anchor rod 6, as shown in Figure 1; after the anchor nut 7 is tightened, the side protection disc 8 can play a good role in the rock around the constant resistance anchor tray. The supporting function of the surrounding rock prevents the overall collapse of the surrounding rock; as shown in Figure 3, as the stress of the roadway surrounding rock increases, the axial tension of the bolt 6 increases, driving the bolt nut 7 to move to the interior of the surrounding rock, and the constant The anchor rod tray forms an extrusion, pushing the piston body 2 forward. As the piston body 2 moves forward, the emulsified oil in the cavity 4 is squeezed, forming a strong hydraulic pressure in the cavity 4. When the emulsified oil in the cavity 4 When the hydraulic pressure exceeds the limit value of the upper limit pressure check valve 3 on the outer wall of the housing 1, the emulsified oil in the cavity 4 is discharged to a certain volume until the hydraulic pressure in the cavity 4 drops below the limit pressure value of the pressure limit check valve 3.

Claims (4)

1. a constant-resistance anchor rod pallet board, it is characterized in that: comprise housing, piston body and wall supporting disk, described wall supporting disk to be sleeved on housing and to be welded and fixed, described piston body is close to inner walls and is installed and form a closed cavity with housing, described cavity side is positioned on housing exterior walls and is provided with pressure-limiting check valve, the middle part of described piston body has central axis hole, and one end of anchor pole is fixed in wall through the central axis hole of piston body, and the other end is close to the anchor nut be enclosed within anchor pole.
2. constant-resistance anchor rod pallet board as claimed in claim 1, is characterized in that: described housing is cylindric.
3. constant-resistance anchor rod pallet board as claimed in claim 2, is characterized in that: the external diameter of described piston body is more bigger than the internal diameter of housing.
4. constant-resistance anchor rod pallet board as claimed in claim 2, is characterized in that: ringwise, the internal diameter of wall supporting disk and the external diameter of housing match described wall supporting disk.
CN201410702392.6A 2014-11-29 2014-11-29 Constant-resistance anchor rod tray Pending CN104373146A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736864A (en) * 2019-01-21 2019-05-10 河南理工大学 A kind of mine hydraulic constant resistance deformation automatic pressure relief bolt and its working method
CN110145351A (en) * 2019-06-18 2019-08-20 河南理工大学 A constant resistance anchor tray based on controllable fluid pressure

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003058033A1 (en) * 2002-01-11 2003-07-17 Jeffery Robert Fergusson A rock bolt
CN101858225A (en) * 2010-06-10 2010-10-13 北京中矿深远能源环境科学研究院 Constant-resistance large-deformation anchor rod
US20110194902A1 (en) * 2008-12-23 2011-08-11 Hani Sabri Mitri Sleeved cable bolt
CN102808634A (en) * 2011-05-30 2012-12-05 安徽理工大学 Hydraulic coupling anchor bolt
CN202866842U (en) * 2012-10-15 2013-04-10 安徽理工大学 Hydraulic pressure coupling anchor rod
CN103573279A (en) * 2013-11-14 2014-02-12 山东科技大学 Mining telescopic energy adsorption anti-impact viscous damping anchor rod and supporting method thereof
CN204267066U (en) * 2014-11-29 2015-04-15 湖南科技大学 A kind of constant-resistance anchor rod pallet board

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003058033A1 (en) * 2002-01-11 2003-07-17 Jeffery Robert Fergusson A rock bolt
US20110194902A1 (en) * 2008-12-23 2011-08-11 Hani Sabri Mitri Sleeved cable bolt
CN101858225A (en) * 2010-06-10 2010-10-13 北京中矿深远能源环境科学研究院 Constant-resistance large-deformation anchor rod
CN102808634A (en) * 2011-05-30 2012-12-05 安徽理工大学 Hydraulic coupling anchor bolt
CN202866842U (en) * 2012-10-15 2013-04-10 安徽理工大学 Hydraulic pressure coupling anchor rod
CN103573279A (en) * 2013-11-14 2014-02-12 山东科技大学 Mining telescopic energy adsorption anti-impact viscous damping anchor rod and supporting method thereof
CN204267066U (en) * 2014-11-29 2015-04-15 湖南科技大学 A kind of constant-resistance anchor rod pallet board

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736864A (en) * 2019-01-21 2019-05-10 河南理工大学 A kind of mine hydraulic constant resistance deformation automatic pressure relief bolt and its working method
CN109736864B (en) * 2019-01-21 2020-07-24 河南理工大学 Mining hydraulic constant-resistance deformation automatic pressure relief anchor rod and working method thereof
US11041385B2 (en) 2019-01-21 2021-06-22 Henan Polytechnic University Mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod and working method thereof
CN110145351A (en) * 2019-06-18 2019-08-20 河南理工大学 A constant resistance anchor tray based on controllable fluid pressure
CN110145351B (en) * 2019-06-18 2024-05-14 河南理工大学 Constant-resistance anchor rod tray based on controllable fluid pressure

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