CN109209458A - A kind of increasing resistance pressurization anchor pole - Google Patents
A kind of increasing resistance pressurization anchor pole Download PDFInfo
- Publication number
- CN109209458A CN109209458A CN201811297738.3A CN201811297738A CN109209458A CN 109209458 A CN109209458 A CN 109209458A CN 201811297738 A CN201811297738 A CN 201811297738A CN 109209458 A CN109209458 A CN 109209458A
- Authority
- CN
- China
- Prior art keywords
- rod
- anchor sleeve
- anchor
- screw
- anchor pole
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/008—Anchoring or tensioning means
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of increasings to hinder pressurization anchor pole, wherein, including anchor sleeve, the anchor sleeve lower part is provided with several bolts hole along two sides, polygonal screw is placed in bolt hole, the upper end of the anchor sleeve is provided with the hold-down mechanism hold-down mechanism and can be pressed on side slope surface: the body of rod, it is sheathed in the anchor sleeve, the upper and lower ends of the body of rod extend to outside the anchor sleeve respectively: the lower end of the body of rod is semicircle and is engaged with sawtooth with the screw terminal of polygonal screw, the upper end of the body of rod is that circle is threaded to be close to anchor sleeve inside: and pressurizing nut, it is set to the top of the body of rod, it is connected through a screw thread with the body of rod.The body of rod is displaced outwardly by rotating pressurizing nut in the present invention.Body of rod lower end sawtooth drives polygonal screw that polygonal screw is made to rotate when the body of rod is displaced outwardly.Polygonal screw, which rotates, can lean out anchor sleeve extruding rock mass.Operation of the present invention is easy, can greatly increase the coagulation force of anchor pole and rock mass, and the body of rod can take out, and whitewash in anchor sleeve, save the cost.
Description
Technical field
The invention patent relates to side slope or tunnel support technical field, specially a kind of increasing resistance pressurization anchor pole.
Background technique
Anchor pole is as the important component in side slope tunnel work progress, when side slope is reinforced, existing anchor pole
It generally requires and first makes a call to a hole in side slope, then anchor pole is inserted into hole, last slip casting, until slurry solidification later just can be with
Reinforcing country rock, dispersion and transmitting high stress are played, the effect of rock displacement is limited, the construction method of this anchor pole has construction step
Rapid relatively complicated, the duration is longer, and reinforcing resistance pressure may be not big enough, and the drawbacks such as the purpose of supporting country rock are not achieved.
Summary of the invention
The invention patent problem to be solved is to provide a kind of increasing resistance pressurization anchor pole, passes through mechanical increase anchor pole
Resistance between country rock.To solve long construction period, the problems such as complex steps, resistance is inadequate.
To solve the above problems, the technical scheme adopted by the invention is that: a kind of increasing resistance pressurization anchor pole,
In, including, anchor sleeve, its underpart is provided with several screw holes along two sides: upper part is equipped with hold-down mechanism and pallet: bar
Body is sheathed in the anchor sleeve, and the upper and lower ends of the body of rod extend to outside the anchor sleeve respectively: the lower end of the body of rod is in
Semicircle and with sawtooth, the upper end of the body of rod is round and is connected with screw thread with pressurizing nut.
It preferably, further include one end and the occlusion of body of rod lower end sawtooth, one end is screwed into anchor sleeve screw hole in above-mentioned technical proposal
Polygonal screw.
Preferably, in above-mentioned technical proposal, the lower end edge two sides of the anchor sleeve are provided with uniform screw hole.
Preferably, in above-mentioned technical proposal, the upper end of the anchor sleeve is provided with figure disk and hold-down mechanism, the anchor sleeve
Be provided with external screw thread corresponding with hold-down mechanism.
Preferably, in above-mentioned technical proposal, the body of rod lower end is semicircle zigzag, and can mutually be stung with polygonal screw
It closes.
Preferably, in above-mentioned technical proposal, the body of rod upper end is round with export-oriented screw thread and the anchor sleeve inner ring
It is close to.
Preferably, in above-mentioned technical proposal, the upper end of the body of rod is provided with clamp nut corresponding with export-oriented screw thread.
Following good effect is produced using above technical scheme.
After present invention insertion is drilled in the guide hole in side slope, by the rotation of fixed device fixed core, and rotates and add
Nut is pressed, allows the body of rod to Outer shrink, the body of rod is shunk outward drives polygonal screw rotation, and polygonal screw leans out anchor sleeve lower end
Screw hole compresses and even pierces rock mass.
Increasing resistance pressurization anchor pole of the invention can be after being inserted into guide hole, and on periphery, ore-rock body does not occur stress variation or answers
Implement advanced anchoring when power variation is smaller, significantly increases the resistance pressure of anchor pole and rock mass, increase substantially anchoring
Reliability.
It is being used for permanent anchorage.It does not need in the case where removing recycling, the body of rod can be taken out after pressurization, and in anchor sleeve
The materials such as inside and outside injection expanding cement wait its expansion, and this method can not only save material, and can further enhance anchor
Gu effect.
Detailed description of the invention
Fig. 1 is one embodiment of the present invention schematic diagram.
Fig. 2 is the rod schematic representation in Fig. 1 mode.
Fig. 3 is the anchor sleeve schematic diagram in Fig. 1 mode.
Fig. 4 is the polygonal screw schematic diagram in one mode of figure.
In figure: 1- anchor sleeve, the 2- body of rod, 3- bolt hole, 4- hold-down mechanism, 5- sawtooth, 6- pressurizing nut, the polygonal spiral shell of 7-
Silk, 8- screw terminal, 9- pallet.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
The embodiment of the present invention, every other reality obtained by those of ordinary skill in the art without making creative efforts
Example is applied, shall fall within the protection scope of the present invention.
As shown in Figs 1-4, a kind of increasing resistance pressurization anchor pole, including anchor sleeve 1, the inside of anchor sleeve 1, which will be set with, wants rod piece 2,
The two passes through two rows of bolts 7 and is connected.
The top of anchor sleeve 1 is provided with external screw thread, the hold-down mechanism equipped with pallet 9 and limit pallet outside male thread portion
4。
Nut 6 and rod piece 2 are connected through a screw thread.
The middle section of the pallet 9 is equipped with a hole so that rod piece 2 passes through.
The lower end two sides axis of the anchor sleeve 1 is equipped with two rows of symmetrical screw holes 3, and the lower end of the body of rod 2 is half
Round shape and it is provided with sawtooth 5.
The screw hole 3 is internal thread structure；Affiliated sawtooth 5 can be mutually twisted with the screw terminal 8 of polygonal screw 7；Institute
Stating polygonal screw 7 is external thread structure, screw hole 3 can be screwed into one end, one end is engaged with sawtooth 5.
The upper end of the body of rod 2 is provided with external screw thread, and pressurizing nut 6. is provided with above external screw thread
The hollow cavity internal diameter and the outer diameter of the body of rod 2 of the anchor sleeve 1 match, and the both ends of the body of rod 2 lean out anchor sleeve.
In order to realize that the present invention increases the purpose of resistance pressurization, 2 sets of the body of rod in anchor sleeve 1, and the body of rod 2 and anchor sleeve 1 it
Between by the polygonal screw 7 in lower end be connected；Polygonal 7 one end of screw is screwed into bolt hole 3, and polygonal screw is made to be embedded in anchor sleeve just
It is interior, it does not appear, one end is mutually twisted with sawtooth 5.
The invention insertion is drilled the guide hole in side slope when construction, rotary presser while limiting the rotation of the body of rod 2
Nut 6 causes the body of rod 2 to be moved from interior to outside pilot tunnel, the body of rod 2 move outside sawtooth 5 during, sawtooth 5 due to polygonal spiral shell
The screw terminal 8 of silk 7 is mutually twisted, and causes the polygonal discovery of screw 7 rotation, polygonal screw 7, which rotates, can lean out the extruding of anchor pole platform 1
Rock mass achievees the purpose that increase resistance pressurization.
It is described that the body of rod 2 can take out after the polygonal screw 7 in anchor sleeve 1 leans out anchor sleeve 1 and squeezes rock mass,
Expansive mortar is injected in anchor sleeve 1, achievees the purpose that second consolidation.
The present invention should tighten hold-down mechanism 4 after construction is tightly pressed at pallet 9 on side slope wall.
The foregoing is merely highly preferred embodiment of the present invention, are not intended to limit embodiments of the present invention and protection model
It encloses, for the engineers and technicians of this field, should can appreciate that all with description of the invention and diagramatic content institute
The equivalent replacement done and obviously change obtained scheme, should all be included within the scope of the present invention.
Claims (8)
1. a kind of increasing resistance pressurization anchor pole, including anchor sleeve (1), the body of rod (2) being sleeved in anchor sleeve it is characterized in that, the anchor
Rod set (1) lower part two sides are provided with several bolts hole (3), and anchor sleeve (1) upper end is equipped with hold-down mechanism (4), the body of rod
(2) lower end is semicircle and has sawtooth (5), and the body of rod (2) is topmost equipped with pressurizing nut (6), under the anchor sleeve (1)
Portion's bolt hole (3) is connected with the body of rod (2) lower part sawtooth (5) by polygonal screw (7).
2. a kind of increasing resistance pressurization anchor pole according to claim 1, which is characterized in that the bolt hole (3) is in anchor sleeve
Lower end two sides are evenly arranged according to construction requirement, and the size of bolt hole (3) is true according to the outer diameter and construction requirement of anchor sleeve
It is fixed.
3. a kind of increasing resistance pressurization anchor pole according to claim 1, which is characterized in that the hold-down mechanism (4) passes through spiral shell
Line is connect with anchor pole set upper side.
4. a kind of increasing resistance pressurization anchor pole according to claim 1, which is characterized in that the pressurizing nut (6) and the body of rod
(2) upper end is connected by screw thread.
5. a kind of increasing resistance pressurization anchor pole according to claim 1, which is characterized in that the screw of the polygonal screw (7)
Head (8) can be mutually twisted with sawtooth (5).
6. a kind of increasing resistance pressurization anchor pole according to claim 1, which is characterized in that the polygonal screw (7) is high-strength
Metal material is spent, and lower part is coniform sharp body.
7. a kind of increasing resistance pressurization anchor pole according to any one of claims 1-6, which is characterized in that the anchor sleeve
(1) pallet (9) is also equipped on top and limit the hold-down mechanism (4) of pallet.
8. a kind of increasing resistance pressurization anchor pole according to claim 8, which is characterized in that the pallet (9) is metal butterfly
Pallet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811297738.3A CN109209458A (en) | 2018-10-31 | 2018-10-31 | A kind of increasing resistance pressurization anchor pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811297738.3A CN109209458A (en) | 2018-10-31 | 2018-10-31 | A kind of increasing resistance pressurization anchor pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109209458A true CN109209458A (en) | 2019-01-15 |
Family
ID=64998414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811297738.3A Pending CN109209458A (en) | 2018-10-31 | 2018-10-31 | A kind of increasing resistance pressurization anchor pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109209458A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111828067A (en) * | 2020-07-17 | 2020-10-27 | 太原理工大学 | Expansion anchoring bolt for controlling roadway surrounding rock and using method thereof |
| CN114000900A (en) * | 2021-10-26 | 2022-02-01 | 安标国家矿用产品安全标志中心有限公司 | Anchor capable of recycling anchor cable and mounting, recycling and locking method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080101876A1 (en) * | 2005-02-09 | 2008-05-01 | Nicola Maione | Method to Increase the Soil Capability to Sustain Loads, Characterized by Using in One or More Points of Steel Reinforcement of Piles, Ties, Anchors, Micropiles or Chains a Device Capable to Insert in the Ground Rostrums Through Which is Possible Also to Inject Mortars, Consolidating or Waterproof Mixtures, etc. |
| DE202008003381U1 (en) * | 2008-03-10 | 2008-05-15 | Dywidag-Systems International Gmbh | Anchor nut for a tension member and anchor |
| EP2623797A1 (en) * | 2012-02-02 | 2013-08-07 | N-Pat Co. Ltd. | Anchor and method of installing anchor |
| CN104653209A (en) * | 2015-01-23 | 2015-05-27 | 山东大学 | Multistage resistance-increasing anchor rod and construction method |
| CN206570807U (en) * | 2017-02-18 | 2017-10-20 | 北京东地岩土工程有限公司 | Suspension roof support structure |
| CN206887962U (en) * | 2017-02-18 | 2018-01-16 | 北京东地岩土工程有限公司 | Soil nailing and anchor pole combined type double-row pile foundation pit support structure |
| CN108019234A (en) * | 2017-12-07 | 2018-05-11 | 杭州富阳鸿祥技术服务有限公司 | A kind of safe anchor pole of top expanded type |
| CN108071411A (en) * | 2017-12-15 | 2018-05-25 | 杭州富阳鸿祥技术服务有限公司 | A kind of top opening type falling-proof type anchor pole |
| CN207436069U (en) * | 2017-11-04 | 2018-06-01 | 杭州市城市建设基础工程有限公司 | A kind of deep foundation pit supporting structure |
-
2018
- 2018-10-31 CN CN201811297738.3A patent/CN109209458A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080101876A1 (en) * | 2005-02-09 | 2008-05-01 | Nicola Maione | Method to Increase the Soil Capability to Sustain Loads, Characterized by Using in One or More Points of Steel Reinforcement of Piles, Ties, Anchors, Micropiles or Chains a Device Capable to Insert in the Ground Rostrums Through Which is Possible Also to Inject Mortars, Consolidating or Waterproof Mixtures, etc. |
| DE202008003381U1 (en) * | 2008-03-10 | 2008-05-15 | Dywidag-Systems International Gmbh | Anchor nut for a tension member and anchor |
| EP2623797A1 (en) * | 2012-02-02 | 2013-08-07 | N-Pat Co. Ltd. | Anchor and method of installing anchor |
| CN104653209A (en) * | 2015-01-23 | 2015-05-27 | 山东大学 | Multistage resistance-increasing anchor rod and construction method |
| CN206570807U (en) * | 2017-02-18 | 2017-10-20 | 北京东地岩土工程有限公司 | Suspension roof support structure |
| CN206887962U (en) * | 2017-02-18 | 2018-01-16 | 北京东地岩土工程有限公司 | Soil nailing and anchor pole combined type double-row pile foundation pit support structure |
| CN207436069U (en) * | 2017-11-04 | 2018-06-01 | 杭州市城市建设基础工程有限公司 | A kind of deep foundation pit supporting structure |
| CN108019234A (en) * | 2017-12-07 | 2018-05-11 | 杭州富阳鸿祥技术服务有限公司 | A kind of safe anchor pole of top expanded type |
| CN108071411A (en) * | 2017-12-15 | 2018-05-25 | 杭州富阳鸿祥技术服务有限公司 | A kind of top opening type falling-proof type anchor pole |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111828067A (en) * | 2020-07-17 | 2020-10-27 | 太原理工大学 | Expansion anchoring bolt for controlling roadway surrounding rock and using method thereof |
| CN114000900A (en) * | 2021-10-26 | 2022-02-01 | 安标国家矿用产品安全标志中心有限公司 | Anchor capable of recycling anchor cable and mounting, recycling and locking method thereof |
| CN114000900B (en) * | 2021-10-26 | 2023-08-25 | 安标国家矿用产品安全标志中心有限公司 | Anchor device capable of recycling anchor cable and mounting, recycling and locking method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for 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: 20190115 |