CN202991078U - Anchor rod capable of being used under dynamic pressure - Google Patents

Anchor rod capable of being used under dynamic pressure Download PDF

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Publication number
CN202991078U
CN202991078U CN 201220657947 CN201220657947U CN202991078U CN 202991078 U CN202991078 U CN 202991078U CN 201220657947 CN201220657947 CN 201220657947 CN 201220657947 U CN201220657947 U CN 201220657947U CN 202991078 U CN202991078 U CN 202991078U
Authority
CN
China
Prior art keywords
supporting plate
rod
dynamic pressure
nut
exterior
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN 201220657947
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Chinese (zh)
Inventor
马鹏
余伊河
倪涛
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.)
China University of Mining and Technology CUMT
Original Assignee
China University of Mining and Technology CUMT
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 China University of Mining and Technology CUMT filed Critical China University of Mining and Technology CUMT
Priority to CN 201220657947 priority Critical patent/CN202991078U/en
Application granted granted Critical
Publication of CN202991078U publication Critical patent/CN202991078U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an anchor rod capable of being used in dynamic pressure. The anchor rod capable of being used under the dynamic pressure is provided with an interior pressure yielding section and an exterior pressure yielding system of a rock stratum. Anchoring agents are arranged on the exterior of a rod body stretching into the rock stratum in an enclosing mode. The front end of the rod body is the pressure yielding section. A convex supporting plate, a spherical supporting plate, an elastomer, a baffle and a nut are sequentially mounted on a part, on the exterior of a rock wall, of the rod body in a sleeved mode. The spherical supporting plate and the baffle are fixedly connected together through a draw rod, and a spring sleeve is sleeved on the exterior of the draw rod. The anchor rod capable of being used under the dynamic pressure can increase a pressure yielding journey, is simple in structure and easy to operate, avoids occurrence of production accidents, is safe and reliable, and is of great help for normal operation of production.

Description

The anchor pole that dynamic pressure is used
Technical field
the utility model relates to a kind of anchor pole, the anchor pole that especially a kind of dynamic pressure is used.
Background technology
anchor pole is the element of contemporary colliery tunnel support, and the country rock in tunnel is strapped in together, makes country rock self supporting self.Now anchor pole is not only for mine, also for engineering, and to side slope, tunnel, dam body carries out active reinforcing.Traditional anchor pole in use, stablize constant by the pressure of suffered rock mass, but when in the situation such as concussion of blasting country rock anchor moves lower time, the anchor pole pressure belongs to dynamic pressure, and traditional anchor pole is difficult to bear, easily the production development accident, the harm safety of workers, affect manufacturing schedule.
The utility model content
in order to overcome the technical deficiency of existing anchor pole, the anchor pole that the utility model provides a kind of dynamic pressure to use, the anchor pole that this dynamic pressure is used can increase allows the pressure stroke, and simple in structure, easy operating, avoid the generation of production accident, safe and reliable, the normal operation of producing is had to great help.
the utility model solves the technical scheme that its technical problem adopts: the anchor pole that this dynamic pressure is used comprises the body of rod, Anchor Agent, the convex supporting plate, pull bar, baffle plate, nut, elastic body, spherical supporting plate, the anchor pole that this dynamic pressure is used is provided with inside allows the outside of pressing section and rock stratum allow two parts of pressing system, body of rod outer peripheral in stretching into rock stratum is arranged with Anchor Agent, the front end of the body of rod is pressed section for allowing, the body of rod sequentially is set with the convex supporting plate in the part of crag outside, spherical supporting plate, elastic body, baffle plate and nut, the tail end of the body of rod is fixed with nut, the pull bar that by outer cover brute spring cover is housed between spherical supporting plate and baffle plate is fixed together, the two ends of pull bar are fixed with nut.During use, first allow inside allow to press section be allowed pressures, press stroke to reach to prescribe a time limit when inside allows, start outside and allow pressing system, increase allow the pressure stroke, make the safety and reliability of constructing.
the beneficial effects of the utility model are, the anchor pole that this dynamic pressure is used can increase allows the pressure stroke, and simple in structure, and easy operating, avoid the generation of production accident, safe and reliable, and the normal operation of producing is had to great help.
The accompanying drawing explanation
below in conjunction with drawings and Examples, the utility model is described in further detail.
fig. 1 is structural principle schematic diagram of the present utility model.
in Fig. 1, the 1. body of rod, 2. Anchor Agent, 3. convex supporting plate, 4. pull bar, 5. baffle plate, 6. nut, 7. elastic body, 8. spherical supporting plate, 9. rock stratum, I. allows and presses section.
The specific embodiment
in Fig. 1, the anchor pole that this dynamic pressure is used comprises the body of rod 1, Anchor Agent 2, convex supporting plate 3, pull bar 4, baffle plate 5, nut 6, elastic body 7, spherical supporting plate 8, the anchor pole that this dynamic pressure is used be provided with inside allow press section I and 9 outsides, rock stratum allow two parts of pressing system, the body of rod 1 outer peripheral in stretching into rock stratum 9 is arranged with Anchor Agent 2, the front end of the body of rod 1 is pressed section I for allowing, the body of rod 1 sequentially is set with convex supporting plate 3 in the part of crag outside, spherical supporting plate 8, elastic body 7, baffle plate 5 and nut 6, the tail end of the body of rod 1 is fixing with nut 6, the pull bar 4 that by outer cover brute spring cover is housed between spherical supporting plate 8 and baffle plate 5 is fixed together, the two ends of pull bar 4 are fixed with nut.During use, first allow inside allow to press a section I be allowed pressures, press stroke to reach to prescribe a time limit when inside allows, start outside and allow pressing system, increase allow the pressure stroke, make the safety and reliability of constructing.

Claims (2)

1. the anchor pole that dynamic pressure is used, comprise the body of rod (1), Anchor Agent (2), convex supporting plate (3), pull bar (4), baffle plate (5), nut (6), elastic body (7), spherical supporting plate (8); It is characterized in that the body of rod (1) outer peripheral in stretching into rock stratum (9) is arranged with Anchor Agent (2), the front end of the body of rod (1) is pressed section (I) for allowing, the part of the body of rod (1) in the crag outside sequentially is set with convex supporting plate (3), spherical supporting plate (8), elastic body (7), baffle plate (5) and nut (6), and the nut for tail end (6) of the body of rod (1) is fixing.
2. the anchor pole that dynamic pressure according to claim 1 is used, is characterized in that, by outer cover, the pull bar (4) that brute spring overlaps is housed between described spherical supporting plate (8) and baffle plate (5) and is fixed together, and the two ends of pull bar (4) are fixed with nut.
CN 201220657947 2012-12-04 2012-12-04 Anchor rod capable of being used under dynamic pressure Expired - Fee Related CN202991078U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220657947 CN202991078U (en) 2012-12-04 2012-12-04 Anchor rod capable of being used under dynamic pressure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220657947 CN202991078U (en) 2012-12-04 2012-12-04 Anchor rod capable of being used under dynamic pressure

Publications (1)

Publication Number Publication Date
CN202991078U true CN202991078U (en) 2013-06-12

Family

ID=48562268

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220657947 Expired - Fee Related CN202991078U (en) 2012-12-04 2012-12-04 Anchor rod capable of being used under dynamic pressure

Country Status (1)

Country Link
CN (1) CN202991078U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821547A (en) * 2014-03-21 2014-05-28 洛阳理工学院 Shockproof large-deformation anchor rod
CN104100281A (en) * 2014-06-16 2014-10-15 山东科技大学 Mining multilevel pressure-relief anti-scouring support device, support system and use methods thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821547A (en) * 2014-03-21 2014-05-28 洛阳理工学院 Shockproof large-deformation anchor rod
CN103821547B (en) * 2014-03-21 2016-08-24 洛阳理工学院 A kind of shock resistance large deformation anchor rod
CN104100281A (en) * 2014-06-16 2014-10-15 山东科技大学 Mining multilevel pressure-relief anti-scouring support device, support system and use methods thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130612

Termination date: 20131204