CN106246210A - A kind of New Coal Mine Anchor Agent erecting device and method - Google Patents

A kind of New Coal Mine Anchor Agent erecting device and method Download PDF

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Publication number
CN106246210A
CN106246210A CN201610840889.3A CN201610840889A CN106246210A CN 106246210 A CN106246210 A CN 106246210A CN 201610840889 A CN201610840889 A CN 201610840889A CN 106246210 A CN106246210 A CN 106246210A
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China
Prior art keywords
anchor
cylindrical shape
anchor agent
containment vessel
brittle plastic
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CN201610840889.3A
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CN106246210B (en
Inventor
杨永康
张智敏
康天合
郭俊庆
柴肇云
张彦斌
季春旭
郭泽峰
王庆龙
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Taiyuan University of Technology
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Taiyuan University of Technology
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Priority to CN201610840889.3A priority Critical patent/CN106246210B/en
Publication of CN106246210A publication Critical patent/CN106246210A/en
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Publication of CN106246210B publication Critical patent/CN106246210B/en
Expired - Fee Related legal-status Critical Current
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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/003Machines for drilling anchor holes and setting anchor bolts
    • 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
    • E21D20/025Grouting with organic components, e.g. resin

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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 present invention relates to the Anchor Agent mounting technique in colliery tunnel support, specifically a kind of New Coal Mine Anchor Agent erecting device and method.The present invention solves Anchor Agent sideslip broken in installation process, easy, the problem of easy landing.A kind of New Coal Mine Anchor Agent erecting device, including cylindrical shape brittle plastic containment vessel;Wherein, the two ends up and down of cylindrical shape brittle plastic containment vessel are equipped with uncovered;The inner chamber of cylindrical shape brittle plastic containment vessel is provided with dividing plate;The inner chamber of cylindrical shape brittle plastic containment vessel is divided into main chamber, top and lower secondary chamber by dividing plate, and the length in main chamber, top is more than the length in lower secondary chamber;The upper inner face of cylindrical shape brittle plastic containment vessel is provided with female thread;The lateral surface in lower secondary chamber is provided with external screw thread;The lateral surface rolling of cylindrical shape brittle plastic containment vessel has grid stricture of vagina;The side of cylindrical shape brittle plastic containment vessel is through offers two axial joint-cuttings, and two axial joint-cuttings are facing each other.The present invention is applicable to colliery tunnel support.

Description

A kind of New Coal Mine Anchor Agent erecting device and method
Technical field
The present invention relates to the Anchor Agent mounting technique in colliery tunnel support, specifically a kind of New Coal Mine Anchor Agent is installed Device and method.
Background technology
In process of coal mining, overlying rock can produce the biggest pressure to tunnel so that tunnel relies on himself Intensity is difficult to ensure that safe and efficient production, and it is the most necessary for therefore tunnel being carried out supporting.At present, application anchor pole and anchor cable prop up Protecting tunnel and have become as the laneway support method that colliery is conventional, its specific practice is: first digs boring on top board, then carries out anchor Gu the installation of agent (installation of Anchor Agent refers to: Anchor Agent first pushes to foot of hole, then is blended by Anchor Agent), thus by anchor Bar or anchorage cable anchoring are on top board.Clay is typically split in bi-component package powder stick with firming agent by Anchor Agent by mylar Shape, is a kind of clay shape binding material, has certain flexibility and broken.Therefore when carrying out the installation of Anchor Agent, generally Face following several respects problem: one, Anchor Agent, during by boring, is easily dropped the rubble card in boring Living, jammed Anchor Agent is easily pierced through by anchor pole or anchor cable and crushes, and thus reduces valid bonding length, thus causes Potential safety hazard.Its two, Anchor Agent during by boring, once run into that longer, the bore diameter of boring is relatively big or top board from Layer, is just susceptible to sideslip, thus causes Anchor Agent to be difficult to push to foot of hole, thus cause potential safety hazard equally.Its three, If Anchor Agent to be installed is multiple, then the Anchor Agent being introduced in boring is susceptible to landing, thus causes install failure.Base In this, it is necessary to invent a kind of brand-new Anchor Agent mounting technique, with solve Anchor Agent in installation process broken, easily run Partially, the problem of easy landing.
Summary of the invention
The present invention is to solve Anchor Agent sideslip broken in installation process, easy, the problem of easy landing, it is provided that a kind of New Coal Mine Anchor Agent erecting device and method.
The present invention adopts the following technical scheme that realization:
A kind of New Coal Mine Anchor Agent erecting device, including cylindrical shape brittle plastic containment vessel;Wherein, cylindrical shape brittle plastic is protected The two ends up and down of protective case are equipped with uncovered;The inner chamber of cylindrical shape brittle plastic containment vessel is provided with dividing plate;Dividing plate is by cylindrical shape fragility The inner chamber of plastic protection casing is divided into main chamber, top and lower secondary chamber, and the length in main chamber, top is more than the length in lower secondary chamber; The upper inner face of cylindrical shape brittle plastic containment vessel is provided with female thread;The lateral surface in lower secondary chamber is provided with external screw thread;Cylindrical shape The lateral surface rolling of brittle plastic containment vessel has grid stricture of vagina;The side of cylindrical shape brittle plastic containment vessel is through offers two axles To joint-cutting, and two axial joint-cuttings are facing each other.
(the method is based on a kind of New Coal Mine Anchor Agent of the present invention to a kind of New Coal Mine Anchor Agent installation method Erecting device realizes), the method utilizes following steps to realize:
Step a: utilize the plant equipment matched with anchor pole or anchor cable dig boring on top board and clean boring;
Step b: choose Anchor Agent powder stick, and at lateral surface 1 ~ 2 layer of fiberglass gridding cloth of parcel of Anchor Agent powder stick, thus To the Anchor Agent unit wrapped;
Step c: the Anchor Agent unit wrapped is packed into the main chamber, top of cylindrical shape brittle plastic containment vessel, is thus filled out The Anchor Agent unit substituted the bad for the good;
Step d: utilize female thread and external screw thread to be fitted together successively by multiple populated Anchor Agent unit, thus obtain group The Anchor Agent unit installed;Then, the Anchor Agent unit utilizing external screw thread to will be located in bottom is connected to one with anchor pole or anchor cable Rise;
Step e: upwardly anchor pole or anchor cable, thus pushes to foot of hole by the Anchor Agent unit assembled;
Step f: utilize the plant equipment matched with anchor pole or anchor cable to continue up promotion anchor pole or anchor cable, thus will assemble Anchor Agent unit fully blend, thus by anchor pole or anchorage cable anchoring on top board;
Step g: utilize torque spanner to anchor pole or anchor cable Shi Hanzhang, and install pallet and nut.
A kind of New Coal Mine Anchor Agent erecting device of the present invention and method by using brand-new structure and principle, Possesses following advantage: one, the present invention utilizes cylindrical shape brittle plastic containment vessel and dividing plate to prevent Anchor Agent by boring It is pierced during hole and crushes, thereby ensure that valid bonding length, thus avoid potential safety hazard.Its two, this Invention utilizes cylindrical shape brittle plastic containment vessel to prevent Anchor Agent that sideslip occurs during by boring, thereby ensures that Anchor Agent is pushed to foot of hole, thus avoids potential safety hazard equally.Its three, the present invention utilizes female thread and the external screw thread will Multiple populated Anchor Agent unit fit together successively, thus prevent the Anchor Agent generation landing being introduced in boring, Thus avoid install failure.Its four, the containment vessel of the present invention is made up of brittle plastic, thus possessed with low cost, be subject to Broken, advantage that integral rigidity is strong when pressure or moment of torsion.Its five, the cylindrical shape brittle plastic containment vessel of the present invention is provided with net Check and two axial joint-cuttings, when containment vessel stress, its internal stress concentrates at grid stricture of vagina and two axial joint-cuttings, only needs Cylindrical shape brittle plastic containment vessel can be blended by the least power.Meanwhile, two axial joint-cuttings may insure that Anchor Agent flows smoothly Go out.Its six, the cylindrical shape brittle plastic containment vessel of the present invention blended after formed plastic flakes, plastic flakes can further by Anchor Agent blends, and is allowed to fully blend.Its seven, the present invention utilize fiberglass gridding cloth good stability of the dimension, stiffening, smooth, It is difficult to the advantage that contraction distortion, polarization are good, on the one hand ensure that cylindrical shape brittle plastic containment vessel is abundant with Anchor Agent powder stick Contact, has on the other hand filled up big crack so that Anchor Agent powder stick, top board, anchor pole or anchor cable achieve and fill to a certain extent Tap is touched.
The present invention efficiently solves Anchor Agent sideslip broken in installation process, easy, the problem of easy landing, it is adaptable to coal Ore deposit roadway support.
Accompanying drawing explanation
Fig. 1 is the internal structure schematic diagram of a kind of New Coal Mine Anchor Agent erecting device in the present invention.
Fig. 2 is the external structure schematic diagram of a kind of New Coal Mine Anchor Agent erecting device in the present invention.
In figure: 1-cylindrical shape brittle plastic containment vessel, 2-dividing plate, 3-female thread, 4-external screw thread, 5-grid stricture of vagina, 6-is axial Joint-cutting, 7-Anchor Agent powder stick, 8-fiberglass gridding cloth.
Detailed description of the invention
A kind of New Coal Mine Anchor Agent erecting device, including cylindrical shape brittle plastic containment vessel 1;Wherein, cylindrical shape fragility The two ends up and down of plastic protection casing 1 are equipped with uncovered;The inner chamber of cylindrical shape brittle plastic containment vessel 1 is provided with dividing plate 2;Dividing plate 2 will The inner chamber of cylindrical shape brittle plastic containment vessel 1 is divided into main chamber, top and lower secondary chamber, and the length in main chamber, top is more than bottom The length in secondary chamber;The upper inner face of cylindrical shape brittle plastic containment vessel 1 is provided with female thread 3;The lateral surface in lower secondary chamber is provided with External screw thread 4;The lateral surface rolling of cylindrical shape brittle plastic containment vessel 1 has grid stricture of vagina 5;The side of cylindrical shape brittle plastic containment vessel 1 Face is through offers two axial joint-cuttings 6, and two axial joint-cuttings 6 are facing each other.
The length of described female thread 3, the length of described external screw thread 4 are 20 ~ 25mm.
Described cylindrical shape brittle plastic containment vessel 1 is cylindrical shape PVC housing or cylindrical shape PS housing.
(the method is based on a kind of New Coal Mine Anchor Agent of the present invention to a kind of New Coal Mine Anchor Agent installation method Erecting device realizes), the method utilizes following steps to realize:
Step a: utilize the plant equipment matched with anchor pole or anchor cable dig boring on top board and clean boring;
Step b: choose Anchor Agent powder stick 7, and wrap up 1 ~ 2 layer of fiberglass gridding cloth 8 at the lateral surface of Anchor Agent powder stick 7, by This obtains the Anchor Agent unit wrapped;
Step c: the Anchor Agent unit wrapped is packed into the main chamber, top of cylindrical shape brittle plastic containment vessel 1, thus obtains Populated Anchor Agent unit;
Step d: utilize female thread 3 and external screw thread 4 to be fitted together successively by multiple populated Anchor Agent unit, thus obtain The Anchor Agent unit assembled;Then, the Anchor Agent unit utilizing external screw thread 4 to will be located in bottom is connected to anchor pole or anchor cable Together;
Step e: upwardly anchor pole or anchor cable, thus pushes to foot of hole by the Anchor Agent unit assembled;
Step f: utilize the plant equipment matched with anchor pole or anchor cable to continue up promotion anchor pole or anchor cable, thus will assemble Anchor Agent unit fully blend, thus by anchor pole or anchorage cable anchoring on top board;
Step g: utilize torque spanner to anchor pole or anchor cable Shi Hanzhang, and install pallet and nut.
Described Anchor Agent powder stick 7 is resin anchoring agent powder stick.
The mesh size of described fiberglass gridding cloth 8 is 8mm × 8mm ~ 12mm × 12mm.

Claims (6)

1. a New Coal Mine Anchor Agent erecting device, it is characterised in that: include cylindrical shape brittle plastic containment vessel (1);Wherein, The two ends up and down of cylindrical shape brittle plastic containment vessel (1) are equipped with uncovered;The inner chamber of cylindrical shape brittle plastic containment vessel (1) is provided with Dividing plate (2);The inner chamber of cylindrical shape brittle plastic containment vessel (1) is divided into main chamber, top and lower secondary chamber, and top by dividing plate (2) The length in main chamber is more than the length in lower secondary chamber;The upper inner face of cylindrical shape brittle plastic containment vessel (1) is provided with female thread (3);The lateral surface in lower secondary chamber is provided with external screw thread (4);The lateral surface rolling of cylindrical shape brittle plastic containment vessel (1) has grid stricture of vagina (5);The side of cylindrical shape brittle plastic containment vessel (1) is through offers two axial joint-cuttings (6), and two axial joint-cuttings (6) Facing each other.
A kind of New Coal Mine Anchor Agent erecting device the most according to claim 1, it is characterised in that: described female thread (3) Length, the length of described external screw thread (4) be 20 ~ 25mm.
A kind of New Coal Mine Anchor Agent erecting device the most according to claim 1, it is characterised in that: described cylindrical shape fragility Plastic protection casing (1) is cylindrical shape PVC housing or cylindrical shape PS housing.
4. a New Coal Mine Anchor Agent installation method, the method is based on a kind of New Coal Mine anchor as claimed in claim 1 Gu agent erecting device realizes, it is characterised in that: the method utilizes following steps to realize:
Step a: utilize the plant equipment matched with anchor pole or anchor cable dig boring on top board and clean boring;
Step b: choose Anchor Agent powder stick (7), and at lateral surface 1 ~ 2 layer of fiberglass gridding cloth of parcel of Anchor Agent powder stick (7) (8) the Anchor Agent unit wrapped, is thus obtained;
Step c: the Anchor Agent unit wrapped is packed into the main chamber, top of cylindrical shape brittle plastic containment vessel (1), thus obtains To populated Anchor Agent unit;
Step d: utilize female thread (3) and external screw thread (4) to be fitted together successively, thus by multiple populated Anchor Agent unit Obtain the Anchor Agent unit assembled;Then, external screw thread (4) is utilized to will be located in Anchor Agent unit and anchor pole or the anchor cable of bottom Link together;
Step e: upwardly anchor pole or anchor cable, thus pushes to foot of hole by the Anchor Agent unit assembled;
Step f: utilize the plant equipment matched with anchor pole or anchor cable to continue up promotion anchor pole or anchor cable, thus will assemble Anchor Agent unit fully blend, thus by anchor pole or anchorage cable anchoring on top board;
Step g: utilize torque spanner to anchor pole or anchor cable Shi Hanzhang, and install pallet and nut.
A kind of New Coal Mine Anchor Agent installation method the most according to claim 1, it is characterised in that: described Anchor Agent powder stick (7) it is resin anchoring agent powder stick.
A kind of New Coal Mine Anchor Agent installation method the most according to claim 1, it is characterised in that: described glass fiber mesh The mesh size of Ge Bu (8) is 8mm × 8mm ~ 12mm × 12mm.
CN201610840889.3A 2016-09-22 2016-09-22 A kind of New Coal Mine Anchor Agent mounting device and method Expired - Fee Related CN106246210B (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035753A (en) * 2017-12-13 2018-05-15 河南理工大学 A kind of Anchor Agent leakproof orientation method
CN108457270A (en) * 2018-05-14 2018-08-28 中国电建集团北京勘测设计研究院有限公司 The tool of the Anchor Agent method for pushing and push Anchor Agent of large aperture prestress anchoraging engineering
CN108691560A (en) * 2018-05-14 2018-10-23 山东东山新驿煤矿有限公司 A kind of powder stick auxiliary pusher and method
CN112709588A (en) * 2021-01-08 2021-04-27 中煤科工开采研究院有限公司 Anchor agent protection component
CN112814713A (en) * 2021-01-08 2021-05-18 中煤科工开采研究院有限公司 Anchoring method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0070027A2 (en) * 1981-07-14 1983-01-19 Bergwerksverband GmbH Flexible cartridge with coupling and stop means
CN104695990A (en) * 2015-02-13 2015-06-10 中国矿业大学(北京) Integral push-lead type device and method for installation of tunnel anchor cable anchoring agent
CN205422771U (en) * 2016-03-15 2016-08-03 中国矿业大学 High strength can meet long anchor rod

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0070027A2 (en) * 1981-07-14 1983-01-19 Bergwerksverband GmbH Flexible cartridge with coupling and stop means
CN104695990A (en) * 2015-02-13 2015-06-10 中国矿业大学(北京) Integral push-lead type device and method for installation of tunnel anchor cable anchoring agent
CN205422771U (en) * 2016-03-15 2016-08-03 中国矿业大学 High strength can meet long anchor rod

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035753A (en) * 2017-12-13 2018-05-15 河南理工大学 A kind of Anchor Agent leakproof orientation method
CN108035753B (en) * 2017-12-13 2019-11-01 河南理工大学 A kind of Anchor Agent leakproof orientation method
CN108457270A (en) * 2018-05-14 2018-08-28 中国电建集团北京勘测设计研究院有限公司 The tool of the Anchor Agent method for pushing and push Anchor Agent of large aperture prestress anchoraging engineering
CN108691560A (en) * 2018-05-14 2018-10-23 山东东山新驿煤矿有限公司 A kind of powder stick auxiliary pusher and method
CN112709588A (en) * 2021-01-08 2021-04-27 中煤科工开采研究院有限公司 Anchor agent protection component
CN112814713A (en) * 2021-01-08 2021-05-18 中煤科工开采研究院有限公司 Anchoring method
CN112814713B (en) * 2021-01-08 2023-12-05 中煤科工开采研究院有限公司 Anchoring method

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Granted publication date: 20190329