CN201521310U - Plastic steel wire rope anchor rod - Google Patents

Plastic steel wire rope anchor rod Download PDF

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Publication number
CN201521310U
CN201521310U CN2009200463489U CN200920046348U CN201521310U CN 201521310 U CN201521310 U CN 201521310U CN 2009200463489 U CN2009200463489 U CN 2009200463489U CN 200920046348 U CN200920046348 U CN 200920046348U CN 201521310 U CN201521310 U CN 201521310U
Authority
CN
China
Prior art keywords
wire rope
plastic steel
plastic
anchor rod
steel
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
CN2009200463489U
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Chinese (zh)
Inventor
王峰
王浩
马立强
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 CN2009200463489U priority Critical patent/CN201521310U/en
Application granted granted Critical
Publication of CN201521310U publication Critical patent/CN201521310U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A plastic steel wire rope anchor rod comprises a wire rope, a pallet and a lockset; a plastic steel pipe and a wedged iron slice wedged with the plastic steel pipe are arranged on the wire rope; and a steel bushing is arranged in the inside diameter of the plastic steel pipe, and a plurality of expansion joints are formed on the outside diameter thereof. Compared with the prior art, the plastic steel wire rope anchor rod has the advantages of simple and convenient installation and capability of instant anchoring, is applicable to the support of the two sides and the base angle of a roadway, in particular to the support and the reinforcement of the two sides of the roadway of which the country rock is dislocated easily in the cross direction and the roadway which is not soft rack, and can efficiently control the sides and the heaving floor of the roadway; and the anchor rod has excellent adaptive capacity to the country rock which is dislocated easily in the cross direction. When a drilling becomes bent, the plastic steel wire rope side anchor rod is in closer contact with the country rock, and the anchorage force is stronger. Besides, the plastic steel wire rope anchor rod can be made of hollow plastic steel pipes and recyclable wire ropes, so that the cost is greatly reduced.

Description

The plastic-steel rope bolt
Technical field
The utility model relates to a kind of anchor pole, and the plastic-steel rope bolt with the base angle supporting is helped in especially a kind of tunnel two that is applicable to.
Background technology
The extensively utilization in mine support of steel anchor pole, but for supporting and reinforcing that the country rock that is easy to the horizontal changing of the relative positions and non-soft rock class tunnel two are helped, also there is not specially suitable special anchor pole class support material at present.
Summary of the invention
Technical problem: the purpose of this utility model provides a kind of two controls of helping surrouding rock deformation that country rock is easy to the tunnel of the horizontal changing of the relative positions that solve, and reduces the plastic-steel rope bolt of material consumption and support cost.
Technical scheme: plastic-steel rope bolt of the present utility model, comprise wire rope, pallet and lockset, described wire rope is provided with the plastic-steel steel pipe, and is provided with and the plastic-steel steel pipe wedge shape iron plate of wedging mutually.
The internal diameter of described plastic-steel steel pipe is provided with steel bushing, has many shrinkage joint on the external diameter; Described many shrinkage joint are three, become 120 ° of arrangements.
Beneficial effect: plastic-steel rope bolt of the present utility model, utilize the active rigid wall reinforcement mechanism of bolt support, and extruding reinforcing arching action principle, compared with the prior art, simple installation can instantaneous anchoring.Help supporting with the base angle applicable to tunnel two, be particularly useful for country rock and be easy to the tunnel of the horizontal changing of the relative positions and supporting and the reinforcing that non-soft rock class tunnel two is helped, can effectively control wall caving, the pucking in tunnel.The country rock that is easy to the horizontal changing of the relative positions is had good adaptive capacity, and when boring buckled, plastic-steel wire rope lane group anchor pole contacted tightr with country rock, and anchored force can be stronger.In addition, can utilize the recycling wire rope of hollow plastic-steel steel pipe and recovery to manufacture, save cost greatly.
Description of drawings
Fig. 1 is the utility model structural front view.
Fig. 2 is the utility model structure side view.
Among the figure: 1-wire rope, 2-wedge shape iron plate, 3-plastic-steel steel pipe, 4-pallet, 5-lockset, 3-1 steel bushing, 3-2 shrinkage joint.
The specific embodiment
Below in conjunction with accompanying drawing an embodiment of the present utility model is further described:
Shown in Figure 1, the plastic-steel rope bolt is by wire rope 1, and the wedge shape iron plate 2, plastic-steel steel pipe 3, pallet 4 and the lockset 5 that are located on the wire rope 1 constitute.Wherein: wedge shape iron plate 2 and plastic-steel steel pipe 3 are located at wire rope 1 termination portion, and pallet 4 and lockset 5 are located at the anchor pole afterbody; The internal diameter of plastic-steel steel pipe 3 is provided with steel bushing 3-1, has three shrinkage joint 3-2 on the external diameter.Article three, shrinkage joint 3-2 becomes 120 ° of arrangements, and is shown in Figure 2.Wedge shape iron plate 2 is a plurality of and plastic-steel steel pipe 3 wedging mutually.The head of wire rope 1 is fixed by wedge shape iron plate 2 and plastic-steel steel pipe 3 wedge shapes, makes the wire rope tensioning by the anchorage cable stretching device between afterbody lockset 5 and the pallet 4, thereby produces anchored force.Wedge shape iron plate 2 can have screw thread to increase rubbing action with the wire rope contact surface.Stressed when anchor pole, along with the tensioning of wire rope 1, wedge shape iron plate 2 can tightly pin wire rope, thereby plays interconnect function.
During installation, at first will penetrate plastic-steel steel pipe 3 by one of the wire rope that lockset 5 connects, at the bottom of with a steel pipe plastic-steel steel pipe 3 of wire rope termination and wire rope being sent into the hole together gently, tray 4 and wire rope lockset 5 subsequently, and with the anchorage cable stretching facility with the wire rope tensioning, along with continuing to increase of wire rope strength, wedge shape iron plate 2 pushes closely more with the plastic-steel steel pipe.Then successively with pallet 4, nut, lockset 5, pulling force is fastening gets final product by design with anchor pole to use anchor pole (anchor cable) stretcher at last.

Claims (3)

1. plastic-steel rope bolt, it comprises wire rope (1), pallet (4) and lockset (5) is characterized in that: described wire rope (1) is provided with plastic-steel steel pipe (3), and is provided with and plastic-steel steel pipe (3) the wedge shape iron plate (2) of wedging mutually.
2. plastic-steel rope bolt according to claim 1 is characterized in that: the internal diameter of described plastic-steel steel pipe (3) is provided with steel bushing (3-1), has many shrinkage joint (3-2) on the external diameter.
3. plastic-steel rope bolt according to claim 2 is characterized in that: be three described many shrinkage joint 3-2), become 120 ° of arrangements.
CN2009200463489U 2009-06-06 2009-06-06 Plastic steel wire rope anchor rod Expired - Fee Related CN201521310U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009200463489U CN201521310U (en) 2009-06-06 2009-06-06 Plastic steel wire rope anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009200463489U CN201521310U (en) 2009-06-06 2009-06-06 Plastic steel wire rope anchor rod

Publications (1)

Publication Number Publication Date
CN201521310U true CN201521310U (en) 2010-07-07

Family

ID=42507487

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009200463489U Expired - Fee Related CN201521310U (en) 2009-06-06 2009-06-06 Plastic steel wire rope anchor rod

Country Status (1)

Country Link
CN (1) CN201521310U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102606180A (en) * 2011-12-21 2012-07-25 西北矿冶研究院 Method for supporting layered soft rock roadway by using steel wire rope anchor rod
WO2020037816A1 (en) * 2018-08-20 2020-02-27 中国矿业大学 Steel wire bundle for mines

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102606180A (en) * 2011-12-21 2012-07-25 西北矿冶研究院 Method for supporting layered soft rock roadway by using steel wire rope anchor rod
CN102606180B (en) * 2011-12-21 2014-08-20 西北矿冶研究院 Method for supporting layered soft rock roadway by using steel wire rope anchor rod
WO2020037816A1 (en) * 2018-08-20 2020-02-27 中国矿业大学 Steel wire bundle for mines

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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: 20100707

Termination date: 20110606