CN2602164Y - Prepackage damping screw nut anchor bolt - Google Patents

Prepackage damping screw nut anchor bolt Download PDF

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Publication number
CN2602164Y
CN2602164Y CN 03235448 CN03235448U CN2602164Y CN 2602164 Y CN2602164 Y CN 2602164Y CN 03235448 CN03235448 CN 03235448 CN 03235448 U CN03235448 U CN 03235448U CN 2602164 Y CN2602164 Y CN 2602164Y
Authority
CN
China
Prior art keywords
nut
pin
hole
roof bolt
damping
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 03235448
Other languages
Chinese (zh)
Inventor
刘天有
杜长君
李耀生
熊建光
王礼言
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 03235448 priority Critical patent/CN2602164Y/en
Application granted granted Critical
Publication of CN2602164Y publication Critical patent/CN2602164Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A preassemble damping nut roof bolt consists of a roof bolt body, a nut body, a gasket and a salver. A preassemble damping nut is arranged at the tail of the roof bolt body. A pinhole is drilled at the joint section of the damping nut and a screw thread of the roof bolt body and is connected with the damping nut with the roof bolt body through a pinhole. The pinhole at the joint section of the screw thread of the roof bolt body is a through hole or a dead hole. The utility model breaks the traditional manufacturing method for the roof bolt, and directly preassembles the damping nut to the roof bolt body according to a given unsealing torque, making the propulsion of the roof bolt body and the salver tightly fixed and achieve an one-pass operation. The utility model is simple in structure; the nut of the roof bolt body is not easy to lose; the production cost is low and the unsealing torque is relatively stable, which is propitious to the popularization and application of a swift installation technology for the timbering of a laneway roof bolt.

Description

Prepackage damping nut anchor pole
Technical field
The utility model relates to a kind of nut, refers to a kind of prepackage damping nut anchor pole especially.
Background technology
Patent 1 " tunnel resin anchor Fast Installation locknut " (publication number: 2483551, open day: 2002.03.27).With reference to Fig. 1.It is by the platform of six square nuts, 10 tops and is realized driving the rotation of anchor rod body by the shrouding 8 that platform flanging 9 envelopes are pressed, after anchor rod body is solidified by the anchoring agent, the flanging 9 of envelope press seal plate is backed down by the anchor rod body head on this nut platform, then go up jack panel, simplify erection procedure, obviously improved work efficiency.
Patent 2 " anchor pole is installed and used the umbrella shape nut " (publication number: 2415197, the day for announcing: 2001.01.17).Be embedded with plastics damping cover at the nut afterbody, damping cover internal diameter is less than the nut internal diameter, when anchor pole is installed, plastics damping cover withstands anchor rod body in the nut, and nut stirs powder stick with anchor rod body, wait anchor rod body to be solidified after, anchor rod body bursting damping cover, nut precession supporting thing is fixed.But above-mentioned patented technology still has the following disadvantages:
1, the structure more complicated of above-mentioned patent, production technology acquires a certain degree of difficulty, and material cost and processing cost are higher.
2, open the moment of torsion instability, can not effectively it be opened torque value and be controlled in the technical requirements scope, finally influence installation quality and speed.
3, the nut and the body of rod are not one, lose easily, cause waste of material.
The utility model content
It is a kind of simple in structure that the purpose of this utility model will provide exactly, and processing technology is simple, and it is relatively stable to open moment of torsion, and damping nut and body of rod prepackage are one, improve the prepackage damping nut anchor pole of installation efficiency.
For achieving the above object, the utility model adopts following technical scheme: prepackage damping nut anchor pole comprises that the body of rod, nut body, packing ring, pallet, body of rod afterbody are processed with screw thread, nut body is polygon, and the middle part is an internal thread hole, at the body of rod afterbody damping nut is housed in advance; The damping nut is to be made of nut body, pin-and-hole and pin.On the plane parallel with the nut body axis, pin-and-hole that communicates with internal thread hole and the pin that cooperates with pin-and-hole are arranged, also have and pin-and-hole concentric and isometrical pin-and-hole at body of rod afterbody, and cooperate with pin.On the plane parallel with the nut body axis, the pin that has a pin-and-hole that communicates with internal thread hole at least and cooperate with pin-and-hole, body of rod afterbody circumference have at least one with pin-and-hole concentric and pin-and-hole isometrical and that cooperate with pin.Pin-and-hole on the body of rod afterbody is blind hole or through hole.
In process of production, be contained in pallet, packing ring and damping nut on the anchor pole in order at the anchor rod body thread segment in advance, perhaps only the damping nut is contained in the anchor rod body tail end in advance, and pin is pressed into pin-and-hole with punch press or forcing press, pin is controlled in the technical requirements scope unlatching moment of torsion of damping nut and anchor pole in the body of rod.
The damping nut is contained in when dispatching from the factory on the anchor rod body in advance, and after the body of rod inserted petrosal foramen, its front end stirred the anchoring agent in rotation, during rotation because the moment of torsion of the body of rod less than the unlatching moment of torsion between damping nut and the anchor pole, therefore, the damping nut can drive body of rod rotation; After the anchoring agent was solidified, the body of rod can not rotate, and the damping nut is cut off the pin that connects with the body of rod under the drive of rig, thereby overcame the unlatching moment of torsion between the damping nut and the body of rod, make the damping nut along hand of spiral forward precession pallet is fastened on the crag.
The utility model is simple in structure, and cost of production is lower, and processing technology is simple, and the body of rod and damping nut combine as a whole, and is difficult for losing, and it is relatively stable to open moment of torsion, can control and open moment of torsion in the otherwise effective technique scope, obviously improves installation efficiency.
Description of drawings
Fig. 1 is the background technology structural representation.
Fig. 2 is the utility model front view.
Fig. 3 is the utility model nut body front view.
Fig. 4 is the utility model nut body vertical view.(known mark) 4 packing ring 5 bodies of rod, 3 pallets, 7 nut bodies (the utility model mark) 1 damping nut 2 pins 6 pin-and-holes 8 pin-and-holes
Specific embodiments
With reference to Fig. 2, Fig. 3, Fig. 4.Damping nut anchor pole comprises the body of rod 5, nut body 7, packing ring 4, pallet 3, and body of rod afterbody is processed with screw thread, and nut body is polygon and the centre is internal thread hole.Be connected with damping nut 1 at body of rod afterbody.Damping nut 1 is by nut body 7, pin-and-hole 6 and sells 2 and constitute on the plane parallel with nut body 7 axis, pin-and-hole 6 that communicates with internal thread hole and the pin 2 that cooperates with pin-and-hole are arranged.On the plane parallel with nut body 7 axis, the pin 2 that has a pin-and-hole that communicates with screwed hole 6 at least and cooperate with pin-and-hole.Body of rod afterbody have at least one with pin-and-hole 6 concentrics and isometrical pin-and-hole 8, and cooperate with pin 2.
In process of production, will sell 2 by punching machine or forcing press and be pressed into pin-and-hole 6 and pin-and-hole 8, the damping nut is joined together with the body of rod 5 in advance.

Claims (3)

1, a kind of prepackage damping nut anchor pole, comprise that the body of rod (5), nut body (7), packing ring (4), pallet (3), body of rod afterbody are processed with screw thread, nut body is polygon, and the middle part is an internal thread hole, it is characterized in that: at the body of rod afterbody damping nut (1) is housed in advance; Damping nut (1) is to be made of nut body (7), pin-and-hole (6) and pin (2), on the plane parallel with nut body (7) axis, pin-and-hole (6) that communicates with internal thread hole and the pin (2) that cooperates with pin-and-hole are arranged, have and pin-and-hole (6) concentric and isometrical pin-and-hole (8) at body of rod afterbody, and cooperate with pin (2).
2, prepackage damping nut anchor pole according to claim 1, it is characterized in that: on the plane parallel with nut body (7) axis, the pin (2) that has a pin-and-hole that communicates with screwed hole (6) at least and cooperate with pin-and-hole, body of rod afterbody circumference have at least one with pin-and-hole (6) concentric and pin-and-hole (8) isometrical and that cooperate with pin (2).
3, prepackage damping nut anchor pole according to claim 1, it is characterized in that: the pin-and-hole on the body of rod afterbody (8) is blind hole or through hole.
CN 03235448 2003-01-30 2003-01-30 Prepackage damping screw nut anchor bolt Expired - Fee Related CN2602164Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03235448 CN2602164Y (en) 2003-01-30 2003-01-30 Prepackage damping screw nut anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03235448 CN2602164Y (en) 2003-01-30 2003-01-30 Prepackage damping screw nut anchor bolt

Publications (1)

Publication Number Publication Date
CN2602164Y true CN2602164Y (en) 2004-02-04

Family

ID=34166288

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03235448 Expired - Fee Related CN2602164Y (en) 2003-01-30 2003-01-30 Prepackage damping screw nut anchor bolt

Country Status (1)

Country Link
CN (1) CN2602164Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912893A (en) * 2015-05-28 2015-09-16 安徽淮河化工股份有限公司 Fixed-torque nut used in cooperation with anchor rod
CN105089685A (en) * 2015-09-16 2015-11-25 孟志强 Novel anchor rod installing structure
CN105134268A (en) * 2015-09-16 2015-12-09 孟志强 Constant-strength anchor rod installing structure
CN105822331A (en) * 2016-04-22 2016-08-03 湖南大学 Resistance-increasing yielding bolt
CN110081063A (en) * 2019-04-26 2019-08-02 嘉兴海缙五金科技有限公司 A kind of reused tunnel resin anchor nut

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912893A (en) * 2015-05-28 2015-09-16 安徽淮河化工股份有限公司 Fixed-torque nut used in cooperation with anchor rod
CN105089685A (en) * 2015-09-16 2015-11-25 孟志强 Novel anchor rod installing structure
CN105134268A (en) * 2015-09-16 2015-12-09 孟志强 Constant-strength anchor rod installing structure
CN105822331A (en) * 2016-04-22 2016-08-03 湖南大学 Resistance-increasing yielding bolt
CN105822331B (en) * 2016-04-22 2018-03-27 湖南大学 One kind increases resistance pressure-relieving achor bar
CN110081063A (en) * 2019-04-26 2019-08-02 嘉兴海缙五金科技有限公司 A kind of reused tunnel resin anchor nut

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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: 20040204