CN105649664A - Connectable ultralong anchor rod - Google Patents

Connectable ultralong anchor rod Download PDF

Info

Publication number
CN105649664A
CN105649664A CN201610131472.XA CN201610131472A CN105649664A CN 105649664 A CN105649664 A CN 105649664A CN 201610131472 A CN201610131472 A CN 201610131472A CN 105649664 A CN105649664 A CN 105649664A
Authority
CN
China
Prior art keywords
pole body
steel pole
union joint
connecting device
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.)
Pending
Application number
CN201610131472.XA
Other languages
Chinese (zh)
Inventor
刘万荣
范浩
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.)
Anhui University of Science and Technology
Original Assignee
Anhui 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 Anhui University of Science and Technology filed Critical Anhui University of Science and Technology
Priority to CN201610131472.XA priority Critical patent/CN105649664A/en
Publication of CN105649664A publication Critical patent/CN105649664A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH 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
    • E21D21/0046Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally

Abstract

The invention discloses a connectable ultralong anchor rod. The anchor rod is characterized by consisting of a steel rod body I (1), a steel rod body II (2), a connecting device (3) and an anchor (4), wherein the connecting device (3) is arranged between the steel rod body I (1) and the steel rod body II (2); and the steel rod body I (1) and the steel rod body II (2) can be connected through the connecting device (3). The connecting device (3) can be connected and dismounted; and the length of the anchor rod can be increased by increasing the number of steel rod bodies I (1) at will and is not limited by a roadway space, so that the problem that a long anchor rod cannot be used due to insufficient roadway space can be effectively solved.

Description

One can connect extra long anchor bar
Technical field
The present invention relates to one and can connect extra long anchor bar, particularly to a kind of connected extra long anchor bar being applied to coal and rock roadway support.
Background technology
Anchor pole is extensive use in colliery tunnel support, and current China rock-bolt length is usually no more than 3.0m. When back broken thickness is bigger, Short bolt originally can not meet supporting requirement, it is easy to roof fall accident occurs. The height of underworkings is typically in 2��3m, and the anchor pole of 4��5m cannot be constructed due to the restriction of lane space, can only adopt anchor cable that top board is controlled. But, the elongation percentage of anchor cable is low, is easy to lose efficacy when roadway deformation is bigger. And the elongation percentage of long anchor pole is bigger than anchor cable, the advantage that the existing anchorage degree of depth is big, bearing capacity is high, part country rock load can be discharged by constantly extending the body of rod again, can effectively safeguard stability of the roadway.
Summary of the invention
It is an object of the invention to provide and a kind of easy-to-install connect extra long anchor bar, solve the problem that current coal mine roadway can not use long anchor pole due to insufficient space.
Disclosed by the invention connect extra long anchor bar, it is made up of steel pole body I, steel pole body II, connecting device and ground tackle, one connecting device is set between steel pole body I and steel pole body II, steel pole body I and steel pole body II can be coupled together by connecting device, owing to steel pole body can connect and dismantle, so rock-bolt length is not limited by roadway space.
Preferably, steel pole body I includes the first union joint and the second union joint, has external screw thread outside the first union joint, has female thread inside the second union joint;
Preferably, steel pole body II includes the first union joint and the second union joint, has external screw thread outside the first union joint, and the second union joint is connected with ground tackle;
Preferably, connecting device is made up of the second union joint of steel pole body I and the first union joint of steel pole body II;
Preferably, connecting device is made up of the second union joint of steel pole body I and the first union joint of steel pole body I;
Preferably, steel shank diameter is 22��25mm, external screw thread segment length 30��50mm, and mates with screw thread specification in steel pole body, it is ensured that connect reliable between the body of rod.
The present invention compared with prior art has obvious advantage: this anchor pole had both had the advantage that anchorage depth is big, bearing capacity is high, had again the feature that elongation percentage is high. Anchor pole can carry out increasing and reduce anchor pole size according to tunnel practical situation, reaches the effect of stable supporting. Compared with common bolt, its length is big, is not limited by roadway space; Compared with anchor cable, elongation percentage is high, can effectively safeguard have wide applicability by stability of the roadway.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further described.
Fig. 1 is the structural representation connecting extra long anchor bar disclosed by the invention.
Fig. 2 is steel pole body I structural representation.
Fig. 3 is steel pole body II structural representation
In figure: 1-steel pole body I; 2-steel pole body II; 3-connecting device; 4-ground tackle; 5-steel pole body I first union joint external screw thread; 6-steel pole body I second union joint female thread; 7-steel pole body II first union joint external screw thread.
Detailed description of the invention
A kind of extra long anchor bar disclosed by the invention, is made up of steel pole body I, steel pole body II, connecting device and ground tackle, arranges a connecting device between steel pole body I and steel pole body II, can steel pole body I and steel pole body II be coupled together by connecting device.
Fig. 1 is the structural representation connecting extra long anchor bar disclosed by the invention, it is made up of steel pole body I (1), steel pole body II (2), connecting device (3) and ground tackle (4), one connecting device (3) is set between steel pole body I (1) and steel pole body II (2), steel pole body I (1) and steel pole body II (2) can be coupled together by connecting device (3). Steel pole body I (1) includes the first union joint and the second union joint, has external screw thread outside the first union joint, has female thread inside the second union joint. Steel pole body II (2) includes the first union joint and the second union joint, has external screw thread outside the first union joint, and the second union joint is connected with ground tackle (4). Steel shank diameter is 22��25mm, external screw thread segment length 30��50mm, and mates with screw thread specification in steel pole body, it is ensured that connect reliable between the body of rod.
At underground coal mine when back broken thickness is bigger, for preventing roof fall accident, it is necessary to adopt extra long anchor bar to carry out supporting. First accomplish fluently boring with jumbolter during construction at the scene, utilize on-the-spot installation facility to fill in anchor rod body I in boring, then reconnect anchor rod body II, then in boring, inject Anchor Agent again, finally lock ground tackle. The quantity of anchor rod body I can be increased according to actual roadway damage situation, to reach the effect of overlength anchoring simultaneously. This anchor pole site operation is convenient, and anchorage depth is big, bearing capacity is high, and has certain elongation percentage, is truly realized the purpose effectively controlling roadway deformation.

Claims (6)

1. one kind can connect extra long anchor bar, it is made up of steel pole body I (1), steel pole body II (2), connecting device (3) and ground tackle (4), it is characterized in that, one connecting device (3) is set between steel pole body I (1) and steel pole body II (2), steel pole body I (1) and steel pole body II (2) can be coupled together by connecting device (3).
2. according to claim 1 connect extra long anchor bar, it is characterised in that described steel pole body I (1) includes the first union joint and the second union joint, has external screw thread, have female thread inside the second union joint outside the first union joint.
3. according to claim 1 connect extra long anchor bar, it is characterised in that described steel pole body II (2) includes the first union joint and the second union joint, has external screw thread outside the first union joint, and the second union joint is connected with ground tackle (4).
4. according to claim 1 connect extra long anchor bar, it is characterised in that described connecting device (3) is made up of the second union joint of steel pole body I (1) and the first union joint of steel pole body II (2).
5. according to claim 1 connect extra long anchor bar, it is characterised in that described connecting device (3) is made up of the second union joint of steel pole body I (1) and the first union joint of steel pole body I (1).
6. the extra long anchor bar according to claim 2 and 3, it is characterised in that described steel shank diameter is 22��25mm, external screw thread segment length 30��50mm, and mates with screw thread specification in steel pole body, it is ensured that connect reliable between the body of rod.
CN201610131472.XA 2016-03-08 2016-03-08 Connectable ultralong anchor rod Pending CN105649664A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610131472.XA CN105649664A (en) 2016-03-08 2016-03-08 Connectable ultralong anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610131472.XA CN105649664A (en) 2016-03-08 2016-03-08 Connectable ultralong anchor rod

Publications (1)

Publication Number Publication Date
CN105649664A true CN105649664A (en) 2016-06-08

Family

ID=56492344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610131472.XA Pending CN105649664A (en) 2016-03-08 2016-03-08 Connectable ultralong anchor rod

Country Status (1)

Country Link
CN (1) CN105649664A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109488354A (en) * 2018-12-24 2019-03-19 聊城大学 One kind can connect extra long anchor bar
CN111255493A (en) * 2020-02-18 2020-06-09 太原理工大学 Connectable extension anchor rod capable of achieving segmented anchoring and mounting device thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201835847U (en) * 2010-10-25 2011-05-18 中国矿业大学(北京) Ultralong anchor rod
CN103541750A (en) * 2013-10-21 2014-01-29 辽宁工程技术大学 Alternately-distributed energy-absorbing overlength combined anchor rod for mining and application method
CN103643978A (en) * 2013-12-27 2014-03-19 中国矿业大学(北京) Super-long anchor rod
CN105089686A (en) * 2015-07-23 2015-11-25 合肥吉源电子有限公司 Anti-impact ground-pressure lengthening anchor rod
CN105298525A (en) * 2015-11-19 2016-02-03 辽宁工程技术大学 Anti-shock ground pressure lengthening anchor rod

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201835847U (en) * 2010-10-25 2011-05-18 中国矿业大学(北京) Ultralong anchor rod
CN103541750A (en) * 2013-10-21 2014-01-29 辽宁工程技术大学 Alternately-distributed energy-absorbing overlength combined anchor rod for mining and application method
CN103643978A (en) * 2013-12-27 2014-03-19 中国矿业大学(北京) Super-long anchor rod
CN105089686A (en) * 2015-07-23 2015-11-25 合肥吉源电子有限公司 Anti-impact ground-pressure lengthening anchor rod
CN105298525A (en) * 2015-11-19 2016-02-03 辽宁工程技术大学 Anti-shock ground pressure lengthening anchor rod

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109488354A (en) * 2018-12-24 2019-03-19 聊城大学 One kind can connect extra long anchor bar
CN111255493A (en) * 2020-02-18 2020-06-09 太原理工大学 Connectable extension anchor rod capable of achieving segmented anchoring and mounting device thereof
CN111255493B (en) * 2020-02-18 2021-11-02 太原理工大学 Connectable extension anchor rod capable of achieving segmented anchoring and mounting device thereof

Similar Documents

Publication Publication Date Title
CN205422779U (en) Side direction supports and to let pressure formula slip casting stock
CN103643977A (en) Full-anchor partition pressure transferring grouting anchor rod and application method thereof
CN103277122B (en) Method for drilling anchor rod hole and anchoring anchor rod in broken roof
CN104405423A (en) Mining grouting anchor rope
CN205117377U (en) Gob entry driving fender is consolidated and is used slip casting anchor rope
CN102330427B (en) Stiffening pile with high uplift resistance
CN107780955B (en) Controllable grouting reinforcement device for breaking surrounding rock roadway and construction method
CN205532664U (en) Novel flexible stock
CN105804776A (en) Opposite pulling type anchor rods for gob-side entrydriving small coal pillar and support method thereof
CN104847354A (en) Method for improving performance of strip coal pillar by grouting combined support anchor rod
CN103422873A (en) Strong-strength extendable anchor rod
CN106759321A (en) A kind of anchor pole and its construction technology for improving retaining wall bearing capacity
CN105649664A (en) Connectable ultralong anchor rod
CN205422772U (en) To drawing formula large deformation slip casting stock
CN101225745A (en) Novel anchor cable for changing direction
CN204703936U (en) Closed full length fastening high pre-stress rib and roofbolt ruggedized construction
CN103670466B (en) A kind of constant-resistance deformer and using method thereof
CN2905900Y (en) Self-propelled grouting anchoring-bolt
CN103410529B (en) A kind of support of tunnel arch springing ruggedized construction for weak surrounding rock and construction method
CN205089343U (en) Mining high -pressure slip casting stock
CN103498690B (en) A kind of two anchor cable combined locking devices and methods therefor
CN204327134U (en) A kind of prestressing force balance anchor cable
CN103643978A (en) Super-long anchor rod
CN204419213U (en) A set of high pre-stress girders anchorage cable linkage being convenient to stretch-draw and locking
CN105781598A (en) Extensible anchor rod

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20160608