CN206903682U - One kind increases resistance pressure-relieving achor bar - Google Patents

One kind increases resistance pressure-relieving achor bar Download PDF

Info

Publication number
CN206903682U
CN206903682U CN201720839921.6U CN201720839921U CN206903682U CN 206903682 U CN206903682 U CN 206903682U CN 201720839921 U CN201720839921 U CN 201720839921U CN 206903682 U CN206903682 U CN 206903682U
Authority
CN
China
Prior art keywords
latch
bar
gland cylinder
cylinder
relieving achor
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
CN201720839921.6U
Other languages
Chinese (zh)
Inventor
吴刚刚
孙辉
蒙桥荣
杜海龙
何克扬
苏湘华
李松
熊明茂
苏捷佳
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.)
Guangxi Road and Bridge Engineering Group Co Ltd
Original Assignee
Guangxi Road and Bridge Engineering Group Co Ltd
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 Guangxi Road and Bridge Engineering Group Co Ltd filed Critical Guangxi Road and Bridge Engineering Group Co Ltd
Priority to CN201720839921.6U priority Critical patent/CN206903682U/en
Application granted granted Critical
Publication of CN206903682U publication Critical patent/CN206903682U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model hinders pressure-relieving achor bar more particularly to a kind of increase, including anchor rod, free bar and allow gland cylinder, the anchor rod is fixedly connected on described one end for allowing gland cylinder, it is described to allow the other end of gland cylinder to be sleeved on the outside of described free bar one end, one section of gland cylinder is allowed to be provided with two long slot bores for extending radially through the free bar described in the free bar connection, described two long slot bores are arranged in a crossed manner, the both ends of the long slot bore are provided with buffer substrate tablet, it is described to allow gland cylinder to be provided with two groups of symmetrical pin holes in the corresponding elongated slot hole site, latch is installed in the pin hole, the latch runs through the long slot bore, the free bar is additionally provided with guide groove, it is described to allow gland cylinder inner cylinder to be provided with guide rail corresponding with the guide groove;Solve the problems, such as that the existing resistance pressure-relieving achor bar that increases needs not cut because by prime fracture latch being stopped using high Cost Problems caused by high hardness material and rear class latch.

Description

One kind increases resistance pressure-relieving achor bar
Technical field
A kind of tunnel or tunnel support anchor pole are the utility model is related to, it is more particularly to a kind of to increase resistance pressure-relieving achor bar.
Background technology
The existing resistance pressure-relieving achor bar that increases is provided with by setting one group of symmetrical elongated slot allowing on gland cylinder in free bar Some latch fixing holes, and be fixed on provided with some grades of latches through elongated slot on latch fixing hole, when slopes fragmented rock body applies Stress be more than latch shear strength when, latch be cut by can be allowed the elongated slot of gland cylinder, allow gland cylinder elongated slot produce slide, slope Body fragmented rock body realizes stress release to reduce anchor rod drawing power with sliding, and second level latch support is inserted at elongated slot one end The hole movement of pin meeting barrier rib, there is provided resistance, after second level latch is cut, the movement of third level latch barrier rib hole, there is provided resistance, By that analogy.But be found through experiments that, the stress that slopes fragmented rock body applies is too big, and latch uses common iron, and latch is straight Footpath is too big, can damage the body of rod itself work axle power, pin diameter is too small, then does not provide enough shearings resistance, it is necessary to using high The material of hardness could meet the stress that slopes fragmented rock body applies, but the material cost of high rigidity is too high, and test In it has also been found that, after latch is cut, have one section of clip that can be stuck in elongated slot, cause next stage latch not cut, influence The use function of pressure-relieving achor bar.
Utility model content
In view of the foregoing, it is necessary to provide it is a kind of increase resistance pressure-relieving achor bar, long slot bore is opened up on free bar, is allowing gland Pin hole is opened up on cylinder, avoids after latch is cut and is still stuck in clip, the problem of causing follow-up latch not cut;And For the pressure-relieving achor bar by setting two groups of symmetrical long slot bores, the latch quantity of increase stress simultaneously improves the ability of meeting with stresses, Solve the high Cost Problems using high hardness material.
To reach above-mentioned purpose, technical scheme is used by the utility model:One kind increases resistance pressure-relieving achor bar, including anchoring Bar, free bar and allow gland cylinder, the anchor rod is fixedly connected on described one end for allowing gland cylinder, described to allow the another of gland cylinder End is sleeved on the outside of described free bar one end, allows one section of gland cylinder to be provided with two footpaths described in the corresponding connection of the free bar To the long slot bore through the free bar, described two long slot bores are arranged in a crossed manner, and the both ends of the long slot bore are respectively equipped with buffering Piece, the side wall for allowing gland cylinder are provided with the two group symmetrical pin holes corresponding with the elongated slot hole site, the pin hole In latch is installed, the latch runs through the long slot bore, and the lateral wall of the free bar is additionally provided with guide groove, the guide groove It is described to allow pressure sleeve lining to be provided with guide rail corresponding with the guide groove along the axially arranged of the free bar.
As an improvement mode, the one of which in the pin hole is circular hole, and another group is elliptical aperture.
As an improvement mode, the latch is divided into straight cylinder latch and with arc groove latch, the band arc groove An arc groove is provided with the middle part of latch, the circular arc groove radius is equal to the diameter of the straight cylinder latch, the straight cylinder latch It is placed in the arc groove, the straight cylinder latch is used cooperatively with the band arc groove latch, and the straight cylinder latch passes through The circular hole, the band arc groove latch pass through the elliptical aperture, can cause two latches of mutual cooperation while connect Touch it is described allow gland cylinder, and stress is consistent, while is cut.
As an improvement mode, the latch allows gland cylinder contact-segment be hollow cavity with described, and it is described each The hollow cavity of latch is different, and two hollow cavities of same latch are identical, according to different requirements, set the latch Hollow cavity size, different shearing resistance values is obtained, shearing resistance value increases step by step, and realization is cut step by step.
As an improvement mode, the latch allows gland cylinder contact-segment to be provided with breach with described, and each described slotting The notch depth of pin is different, according to different Resistance Value requirements, sets the breach depth of the latch, obtains different shearing resistances Force value, shearing resistance value increase step by step, and realization is cut step by step.
As an improvement mode, the latch is made up of brittle metal material, it is ensured that the latch is when being cut It can directly be broken, avoid separated but still in each other's thoughts.
As an improvement mode, allow gland cylinder described in anchor rod threaded connection.
As an improvement mode, increase resistance pressure-relieving achor bar also include also include pallet and stop nut, the pallet set In on the free bar, the stop nut rotation set is spacing to pallet progress in the end of the free bar, and pallet can incite somebody to action Pressure-relieving achor bar is pressed on palisades.
Due to being had the advantages that using above-mentioned technical proposal, the utility model:
It is of the present utility model it is a kind of increase resistance pressure-relieving achor bar, long slot bore is opened up on free bar, allow on gland cylinder open up it is slotting Pin-and-hole, avoids still to be stuck in after latch is cut and allows the clip of gland cylinder, solve rear class latch because being influenceed by prime latch and The problem of can not being cut;And the pressure-relieving achor bar increases the latch number of stress simultaneously by setting two groups of symmetrical long slot bores Measure to improve the ability of meeting with stresses, need to only use common used material just to reach actual working stress requirement, solution needs use high High Cost Problems caused by hardened material.
Brief description of the drawings
Fig. 1 is the structural representation that the utility model increases resistance pressure-relieving achor bar;
Fig. 2 is A-A enlarged section schematic diagram;
Fig. 3 is to allow the structural representation of gland cylinder;
Fig. 4 is the structural representation of free bar;
Fig. 5 is B-B schematic cross-sectional view;
Fig. 6 is the structural representation of straight cylinder latch;
Fig. 7 is the structural representation with arc groove latch;
Wherein, 1- free bars, 2- allow gland cylinder, 3- anchor rods, 4- straight cylinder latches, 5- band arc groove latches, 6- bufferings Piece, 7- pallets, 8- stop nuts, 11- long slot bores, 12- guide grooves, 21- pin holes, 41- hollow cavities, 51- arc grooves.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Shown in reference picture 1, Fig. 3, Fig. 4 and Fig. 5, one kind increases resistance pressure-relieving achor bar, including 3, free bars 1 of an anchor rod Gland cylinder 2, in addition to a pallet 7 and stop nut 8, pallet 7 is allowed to be placed on free bar 1 with one, the remote pressure that allows of free bar 1 One end of sleeve 2 is provided with threaded post, and the rotation set of stop nut 8 is carried out spacing in the threaded post of free bar 1 to pallet 7.Anchor rod 3 be solid hopkinson bar, and with allowing one end that gland cylinder 2 is connected to be provided with screw thread, threaded connection allows gland cylinder 2;Gland cylinder 2 is allowed to be a tubulose, One end inner cylinder being connected with anchor rod 3 is provided with screw thread, and screw thread matches with the screw thread of anchor rod 3, allows the other end of gland cylinder 2 to be set with In the outside of the one end of free bar 1.Free bar 1 is that filled circles are shaft-like, and a part for free bar 1, which is placed on, to be allowed in gland cylinder 2, free bar 1 connection allows one section of gland cylinder 2 to be provided with two long slot bores 11 for extending radially through free bar 1, and two long slot bores 11 are arranged in a crossed manner, and It is mutually perpendicular to, the both ends of long slot bore 11 are provided with buffer substrate tablet 6, and buffer substrate tablet 6 is semilune, and the material of buffer substrate tablet 6 is elastoplast.Allow Gland cylinder 2 is provided with two groups of symmetrical pin holes 21 in the corresponding position of long slot bore 11, and the one of which in pin hole 21 is circular hole, separately One group is elliptical aperture, and for two groups of pin holes 21 along allowing the axis direction of gland cylinder 2 to arrange, every group is two row, and is inserted with two row of group Pin-and-hole 21 is symmetrical, and the size of pin hole 21 in same group is consistent, two groups totally four row pin holes 21 arrange respectively arranged for A, B Row, C row and D row, A row and B row are symmetrical, and C row and D row are symmetrical.Latch is installed in pin hole 21, latch runs through long slot bore 11, And what is installed in symmetrical two pin holes 21 is same latch, latch is made up of brittle metal material, it is ensured that latch is in quilt It can directly be broken, avoid separated but still in each other's thoughts during cutting.Free bar 1 is additionally provided with guide groove 12, and guide groove 12 is the cell body of a cuboid, The inner cylinder of gland cylinder 2 is allowed to be provided with guide rail corresponding to guide groove 12, guide rail is the boss of a cuboid.
Shown in reference picture 1, Fig. 2, Fig. 6 and Fig. 7, latch is divided into straight cylinder latch 4 and with arc groove latch 5, and straight cylinder is inserted Pin 4 is identical with the diameter with arc groove latch 5, and the middle part of band arc groove latch 5 is provided with an arc groove 51, the radius of arc groove 51 etc. In the diameter of straight cylinder latch 4, straight cylinder latch 4 is placed in arc groove 51, and straight cylinder latch 4 with arc groove latch 5 with coordinating Use, straight cylinder latch 4 passes through circular hole, and band arc groove latch 5 passes through elliptical aperture, can make it that two latches of mutual cooperation are same When contact allow gland cylinder 2, and stress is consistent, while is cut.Latch and the contact-segment of gland cylinder 2 is allowed to be hollow cavity 41, and The hollow cavity 41 of each latch is different, and two hollow cavities 41 of same latch are identical, according to different requirements, sets and inserts The size of hollow cavity 41 of pin, obtains different shearing resistance values, and shearing resistance value increases step by step, and realization is cut step by step.
As a preferred embodiment, latch and allow the contact-segment of gland cylinder 2 to be provided with breach, and the notch depth difference of each latch, According to different Resistance Value requirements, the breach depth of latch is set, obtains different shearing resistance values, shearing resistance value increases step by step Add, realization is cut step by step.
The installation method of pressure-relieving achor bar is as follows:
1st, drilled on palisades, and chip in cleaning eye;
2nd, pressure-relieving achor bar is put into the hole being drilled, allows gland cylinder 2 and anchor rod 3 to be all placed in hole, free bar 1 one It is placed in hole, another part is placed in outside hole;
3rd, anchor rod 3 is fixed toward injection Anchor Agent in hole;
4th, palisades need to be close to by installing pallet 7 and stop nut 8, pallet 7.
It should be noted that according to anchoring section bar 3 and the relative length of free bar 1, resistance pressure-relieving achor bar elongation can will be increased Region is arranged on the diverse location in whole bolt action area.
The operation principle of increasing resistance pressure-relieving achor bar of the present utility model is as follows:When potential deformation occurs for country rock, generation outwards should Power will act on pallet 7, promote pallet 7 outwards to stir free bar 1, when this outer pull out force reaches the maximum shearing resistance of latch When, latch will be trimmed, and free bar 1 produces sliding, and rock mass stress is released.The notch of the long slot bore 11 of free bar 1 reaches During next latch, the sliding of free bar 1 stops, and overall anchor pole is resumed work, and rock mass stress reaches poised state again.In new rock Under body stress state, if the pulling capacity that free bar 1 is subject to, still greater than the work axle power of anchor pole, latch is cut again, free Bar 1 is slid again, and rock mass stress is released again;Until free bar 1 is less than the anti-of latch by the outside pulling capacity of rock mass During shearing, pressure is allowed to terminate.
Due to being had the advantages that using above-mentioned technical proposal, the utility model:
A kind of increase of the present utility model hinders pressure-relieving achor bar, and long slot bore 11 is opened up on free bar 1, is opened allowing on gland cylinder 2 If pin hole 21, avoid still to be stuck in after latch is cut and allow the clip of gland cylinder 2, solve rear class latch because by prime latch The problem of influenceing and can not being cut;And the pressure-relieving achor bar is by setting two groups of symmetrical long slot bores 11, increase while stress Latch quantity improve the ability of meeting with stresses, need to only use common used material just to reach actual working stress requirement, solve to need To use high Cost Problems caused by high hardness material.
Described above is the detailed description for the preferable possible embodiments of the utility model, but embodiment is not limited to Patent claim of the present utility model, the equal change or modification completed under the technical spirit suggested by all the utility model Change, all should belong to the utility model and cover the scope of the claims.

Claims (8)

1. one kind increases resistance pressure-relieving achor bar, including anchor rod, free bar and allow gland cylinder, the anchor rod is fixedly connected on described allow One end of gland cylinder, it is described to allow the other end of gland cylinder to be sleeved on the outside of described free bar one end, it is characterised in that:It is described from One section of gland cylinder is allowed to be provided with two long slot bores for extending radially through the free bar, described two length as described in the corresponding connection of bar Slotted eye is arranged in a crossed manner, and the both ends of the long slot bore are respectively equipped with buffer substrate tablet, and the side wall for allowing gland cylinder is provided with and the elongated slot Two groups of corresponding symmetrical pin holes of hole site, latch being installed in the pin hole, the latch runs through the long slot bore, The lateral wall of the free bar is additionally provided with guide groove, and the guide groove is axially arranged along the free bar, the gland cylinder that allows Inwall is provided with guide rail corresponding with the guide groove.
2. a kind of increase according to claim 1 hinders pressure-relieving achor bar, it is characterised in that:One of which in the pin hole is Circular hole, another group is elliptical aperture.
3. a kind of increase according to claim 2 hinders pressure-relieving achor bar, it is characterised in that:The latch include straight cylinder latch and Band arc groove latch, the band arc groove latch middle part are provided with an arc groove, and the circular arc groove radius is equal to the straight cylinder The diameter of latch, the straight cylinder latch are placed in the arc groove, and the straight cylinder latch is matched somebody with somebody with the band arc groove latch Close and use, the straight cylinder latch passes through the circular hole, and the band arc groove latch passes through the elliptical aperture.
4. a kind of increase according to claim 3 hinders pressure-relieving achor bar, it is characterised in that:The latch allows gland cylinder to connect with described It is hollow cavity to touch section, and the hollow cavity of each latch is of different sizes.
5. a kind of increase according to claim 3 hinders pressure-relieving achor bar, it is characterised in that:The latch allows gland cylinder to connect with described Touch section and be provided with breach, and the notch depth of each latch is different.
6. a kind of increase according to claim 3 hinders pressure-relieving achor bar, it is characterised in that:The latch is by brittle metal material system Into.
7. a kind of increase according to claim 6 hinders pressure-relieving achor bar, it is characterised in that:Allowed described in the anchor rod threaded connection Gland cylinder.
8. pressure-relieving achor bar is hindered according to a kind of any described increase of claim 1-7, it is characterised in that:Also include pallet and spacing spiral shell Mother, the pallet are placed on the free bar, and the stop nut rotation set is carried out in the end of the free bar to the pallet It is spacing.
CN201720839921.6U 2017-07-12 2017-07-12 One kind increases resistance pressure-relieving achor bar Expired - Fee Related CN206903682U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720839921.6U CN206903682U (en) 2017-07-12 2017-07-12 One kind increases resistance pressure-relieving achor bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720839921.6U CN206903682U (en) 2017-07-12 2017-07-12 One kind increases resistance pressure-relieving achor bar

Publications (1)

Publication Number Publication Date
CN206903682U true CN206903682U (en) 2018-01-19

Family

ID=61312841

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720839921.6U Expired - Fee Related CN206903682U (en) 2017-07-12 2017-07-12 One kind increases resistance pressure-relieving achor bar

Country Status (1)

Country Link
CN (1) CN206903682U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109120095A (en) * 2018-08-08 2019-01-01 东莞市特姆优传动科技有限公司 A kind of modular power push rod of assembling easy to disassemble
CN110629752A (en) * 2019-08-29 2019-12-31 江苏科技大学 Deformation compensation anchor rod and using method thereof
CN111041917A (en) * 2019-12-30 2020-04-21 常州市市政工程设计研究院有限公司 Foundation ditch road bed backfill structure
CN111502719A (en) * 2020-03-24 2020-08-07 山东大学 Slow-release resistance-increasing yielding anchor rod and method
CN112302696A (en) * 2020-09-30 2021-02-02 中煤科工开采研究院有限公司 Anchor rod assembly

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109120095A (en) * 2018-08-08 2019-01-01 东莞市特姆优传动科技有限公司 A kind of modular power push rod of assembling easy to disassemble
CN110629752A (en) * 2019-08-29 2019-12-31 江苏科技大学 Deformation compensation anchor rod and using method thereof
CN111041917A (en) * 2019-12-30 2020-04-21 常州市市政工程设计研究院有限公司 Foundation ditch road bed backfill structure
CN111502719A (en) * 2020-03-24 2020-08-07 山东大学 Slow-release resistance-increasing yielding anchor rod and method
CN111502719B (en) * 2020-03-24 2021-02-23 山东大学 Slow-release resistance-increasing yielding anchor rod and method
CN112302696A (en) * 2020-09-30 2021-02-02 中煤科工开采研究院有限公司 Anchor rod assembly
CN112302696B (en) * 2020-09-30 2023-02-28 中煤科工开采研究院有限公司 Anchor rod assembly

Similar Documents

Publication Publication Date Title
CN206903682U (en) One kind increases resistance pressure-relieving achor bar
CN103140303B (en) The manufacture method of spiral steel and application product thereof and spiral steel
CN103758550B (en) A kind of liquid expanding allows presses the anti-High-geotemperature anchor pole of antidetonation
CN106759305B (en) One kind is reusable provisionally to descend foundation pile
CN103939120A (en) Multi-joint self-expansion anchor rod
CN207244619U (en) A kind of recoverable prestressed anchor cable device of detachable
CN211285966U (en) Spacing auto-lock, unblock and steel bar connection's precast concrete post butt joint full section connecting box device
CN105822331B (en) One kind increases resistance pressure-relieving achor bar
CN107503779A (en) A kind of extrusion pressing type Support System in Soft Rock Tunnels prestress anchorage cable group supporting construction and construction technology
CN203716999U (en) Self-advancing grouting anchor rod
CN109267572B (en) Good ground anchor structure of stability
CN202338347U (en) Novel anchor cable
CN207004551U (en) A kind of new pressure-relieving achor bar
CN102678147A (en) High-strength, constant-resistance extender for anchorage cables and usage thereof
CN204371385U (en) The anchor pole that thread rotary orientation is contrary
CN211285965U (en) Spacing auto-lock, unblock and steel bar connection's precast concrete beam column full-section connecting box device
CN203097712U (en) Concrete bored pile rectangular hole forming device
CN215977253U (en) Recoverable prestressed anchor
CN206386141U (en) Easily pull out type anchor pole
CN106285742B (en) A kind of expansion grouted anchor bar and anchoring process
CN214995249U (en) A grout sleeve for steel bar connection
CN204200256U (en) Extrude embedded flexible roof bolt
CN204827500U (en) Pinniform wedge body stock
CN206419056U (en) A kind of suspension roof support structure with anchor sleeve
CN203655326U (en) Liquid-expansion yielding shock and high ground temperature resistant anchor rod

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP02 Change in the address of a patent holder

Address after: 530200 No.21 Pingle Avenue, Liangqing District, Nanning City, Guangxi Zhuang Autonomous Region

Patentee after: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd.

Address before: 530011 No. 17 Zhonghua Road, the Guangxi Zhuang Autonomous Region, Nanning

Patentee before: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd.

CP02 Change in the address of a patent holder
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180119

Termination date: 20210712

CF01 Termination of patent right due to non-payment of annual fee