CN108843355A - A kind of mechanical anchoring device - Google Patents
A kind of mechanical anchoring device Download PDFInfo
- Publication number
- CN108843355A CN108843355A CN201810653899.5A CN201810653899A CN108843355A CN 108843355 A CN108843355 A CN 108843355A CN 201810653899 A CN201810653899 A CN 201810653899A CN 108843355 A CN108843355 A CN 108843355A
- Authority
- CN
- China
- Prior art keywords
- anchor bar
- hollow anchor
- hollow
- guide pin
- stress item
- 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
- 238000004873 anchoring Methods 0.000 title claims abstract description 14
- 239000011435 rock Substances 0.000 abstract description 6
- 238000005553 drilling Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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 OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/003—Machines for drilling anchor holes and setting anchor bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D21/0093—Accessories
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 present invention provides a kind of mechanical anchoring device, including fixed awl, stress item, crisp matter support chip, guide pin and hollow anchor bar, through-hole is offered on the side wall of hollow anchor bar, fixed awl via through holes extend in hollow anchor bar, stress item is set in hollow anchor bar along the length direction of hollow anchor bar, and the crisp matter support chip support is fixed between stress item and the inner wall of hollow anchor bar, it is had the gap so that being reserved between stress item and the inner wall of hollow anchor bar, one end of the guide pin is fixedly connected with one end of stress item, the other end of guide pin is adjacent to the inner wall setting of hollow anchor bar, hollow anchor bar is also correspondingly arranged on the driving push rod that can be extended in hollow anchor bar.To solve the disadvantage that existing rock-bolt exists.Belong to rock bolting field.
Description
Technical field
The present invention relates to a kind of anchors, belong to mooring rod technique field.
Background technique
It is built in tunnel and other underground installation processs of construction in mining, rock, needs to add rock top, palisades etc.
Gu, to prevent massif part as the time can cave in, people have developed a variety of different types to prevent from collapsing or be recorded
Reinforcing massif device and technique.
Some rock-bolt installations, which are usually required that using drilling machine and drill steel, drills out drilling, and drill steel is then moved from drilling
Out, then cement slurry is poured into drilling, subsequent rock-bolt itself is inserted into and is fastened in face of backing plate, and rock-bolt is installed
It is conventional containing bore it is rigid pierce and to take out step relatively time consuming, in the case where mining site operates efficient background, rock-bolt is installed, its requirement
Many independent tasks for needing time and a large amount of manpowers, such as：Fixed drill steel drills out drilling, removes drill steel, pours into resin and insertion
Rock-bolt, fixed rock-bolt, install conventional steps all versus busies of rock-bolt.
Some rock-bolts are used separately with anchor mechanism, and anchor mechanism cannot be operated after rock-bolt is inserted into,
Rock-bolt cannot effectively be fixed；Part rock-bolt usually merges a part or connection of drill bit as rock-bolt head end
To rock-bolt head end, tail end is connected to drilling machine to drill out drilling, once hole is drilled, rock-bolt is remained in hole, though
The right rock-bolt has advantage on implementing speed, but cement grouting is very difficult, and pre- without any anchor mechanism
It first takes steps to effectively fix rock-bolt.
Summary of the invention
It is an object of the invention to：A kind of mechanical anchoring device is provided, to solve the disadvantage that existing rock-bolt exists.
To solve the above problems, such a mechanical anchoring device of proposed adoption, including fixed awl, stress item, crisp matter branch
Blade, guide pin and hollow anchor bar, through-hole is offered on the side wall of hollow anchor bar, and fixed awl via through holes extend to hollow anchor bar
Interior, stress item is set in hollow anchor bar along the length direction of hollow anchor bar, and stress is fixed in the crisp matter support chip support
Between item and the inner wall of hollow anchor bar, had the gap so that being reserved between stress item and the inner wall of hollow anchor bar, the guide pin
One end be fixedly connected with one end of stress item, the other end of guide pin be adjacent to hollow anchor bar inner wall setting, hollow anchor bar is also
It is correspondingly arranged on the driving push rod that can be extended in hollow anchor bar.
In aforementioned mechanical anchor, the other end of the guide pin is fixed on the inner wall of hollow anchor bar, fixation side
Formula can be to be bonded or welded.
In aforementioned mechanical anchor, the stress item altogether there are two, two stress items are arranged in parallel in hollow anchor bar,
One end of the driving push rod is flat mouth structure, and the flat mouth end of driving push rod extends between two stress items through guide pin.
Compared with prior art, the present invention provides the anchor pole that one kind is capable of mechanical anchor, rock can effectively be fixed
Anchor pole can drive well mechanical anchoring device to anchor to rock-bolt, increase anchor support ability, reduce
Many and diverse construction procedure, shortens the construction time, which has good promotion and practical value, meeting after extensive popularization and application
Generate good economic benefit and social benefit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of hollow anchor bar of the present invention and mechanical anchoring device thereon；
Fig. 2 is the structural schematic diagram under the mechanical anchoring device use state.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, the present invention is made into one below in conjunction with attached drawing
The detailed description of step, it should be understood that described herein specific examples are only used to explain the present invention, is not used to limit this hair
It is bright.
Embodiment：
Referring to Figures 1 and 2, the present embodiment provides a kind of mechanical anchoring devices, including fixed awl 1, stress item 2, crisp matter
Support chip 3, guide pin 4 and hollow anchor bar 5, through-hole 51 is offered on the side wall of hollow anchor bar 5, and fixed 1 via through holes 51 of awl are stretched
To hollow anchor bar 5, stress item 2 is set in hollow anchor bar 5 along the length direction of hollow anchor bar 5, and the crisp matter support chip 3
Support is fixed between stress item 2 and the inner wall of hollow anchor bar 5, so that reserving between stress item 2 and the inner wall of hollow anchor bar 5
It has the gap, one end of the guide pin 4 is fixedly connected with one end of stress item 2, and the other end of guide pin 4 is fixed on hollow anchor bar
On 5 inner wall, fixed form can be to be bonded or welded, and hollow anchor bar 5, which is also correspondingly arranged on, can extend in hollow anchor bar 5
Driving push rod 6, the stress item 2 altogether there are two, two stress items 2 are arranged in parallel in hollow anchor bar 5, the driving push rod 6
One end be flat mouth structure, and the flat mouth end of driving push rod 6 extends between two stress items 2 through guide pin 4.
The application method of above-mentioned mechanical anchoring device is as follows：
Drilling machine is taken, the output end of drilling machine is connected with the tail end of hollow anchor bar 5 using spanner, hollow anchor is driven by drilling machine
Bar 5 is to pierce rock or soil layer, after piercing, removes drilling machine, and driving push rod 6 is stretched to hollow anchor by the tail end of hollow anchor bar 5
In bar 5, and push away guiding role of the driving push rod 6 through guide pin 4 stress item 2 to the direction far from 5 center line of hollow anchor bar
Dynamic, crisp matter support chip 3 is crushed under the pressure effect that driving push rod 6 applies, and is driven on the outside of it during moving outside stress item 2
It is moved outside fixed awl 1, fixed 1 via through holes 51 of awl extend out to the outside of hollow anchor bar 5 and are anchored in rock or soil layer, realize
The mechanical anchoring of anchor pole.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (3)
1. a kind of mechanical anchoring device, it is characterised in that：Including fixed awl, stress item, crisp matter support chip, guide pin and hollow
Anchor pole offers through-hole on the side wall of hollow anchor bar, and fixed awl via through holes extend in hollow anchor bar, and stress item is along hollow anchor bar
Length direction be set in hollow anchor bar, and crisp matter support chip support be fixed on stress item and hollow anchor bar inner wall it
Between, it is had the gap so that being reserved between stress item and the inner wall of hollow anchor bar, one end of the guide pin and one end of stress item
Be fixedly connected, the other end of guide pin be adjacent to hollow anchor bar inner wall setting, hollow anchor bar be also correspondingly arranged on can extend to it is hollow
Driving push rod in anchor pole.
2. a kind of mechanical anchoring device according to claim 1, it is characterised in that：The other end of the guide pin is fixed on sky
On the inner wall of heart anchor pole.
3. a kind of mechanical anchoring device according to claim 1, it is characterised in that：The stress item altogether there are two, two by
Power item is arranged in parallel in hollow anchor bar, and one end of the driving push rod is flat mouth structure, and the flat mouth end of driving push rod is through leading
It is extended between two stress items to piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810653899.5A CN108843355A (en) | 2018-06-22 | 2018-06-22 | A kind of mechanical anchoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810653899.5A CN108843355A (en) | 2018-06-22 | 2018-06-22 | A kind of mechanical anchoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108843355A true CN108843355A (en) | 2018-11-20 |
Family
ID=64203484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810653899.5A Pending CN108843355A (en) | 2018-06-22 | 2018-06-22 | A kind of mechanical anchoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108843355A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112576292A (en) * | 2021-01-04 | 2021-03-30 | 贵州大学 | Prestressed hollow grouting anchor rod and construction method |
| CN113294189A (en) * | 2021-07-28 | 2021-08-24 | 徐州祥瑞工程机械科技有限公司 | Grouting anchor rod |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49128521A (en) * | 1973-04-02 | 1974-12-09 | ||
| CN204591320U (en) * | 2015-03-23 | 2015-08-26 | 中国矿业大学 | A kind of anchoring of expansion automatically tooth post anchor pole |
| CN106120821A (en) * | 2016-08-20 | 2016-11-16 | 三峡大学 | Root-type anchoring support device and slope anchorage method for protecting support thereof in a kind of |
| CN206570807U (en) * | 2017-02-18 | 2017-10-20 | 北京东地岩土工程有限公司 | Suspension roof 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 |
-
2018
- 2018-06-22 CN CN201810653899.5A patent/CN108843355A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49128521A (en) * | 1973-04-02 | 1974-12-09 | ||
| CN204591320U (en) * | 2015-03-23 | 2015-08-26 | 中国矿业大学 | A kind of anchoring of expansion automatically tooth post anchor pole |
| CN106120821A (en) * | 2016-08-20 | 2016-11-16 | 三峡大学 | Root-type anchoring support device and slope anchorage method for protecting support thereof in a kind of |
| CN206570807U (en) * | 2017-02-18 | 2017-10-20 | 北京东地岩土工程有限公司 | Suspension roof 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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112576292A (en) * | 2021-01-04 | 2021-03-30 | 贵州大学 | Prestressed hollow grouting anchor rod and construction method |
| CN112576292B (en) * | 2021-01-04 | 2022-08-26 | 贵州大学 | Prestressed hollow grouting anchor rod and construction method |
| CN113294189A (en) * | 2021-07-28 | 2021-08-24 | 徐州祥瑞工程机械科技有限公司 | Grouting anchor rod |
| CN113294189B (en) * | 2021-07-28 | 2021-10-01 | 徐州祥瑞工程机械科技有限公司 | Grouting anchor rod |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106121695B (en) | A kind of swollen shell automatic clamping hollow grouting anchor of self-drilling type | |
| CN104747075B (en) | Anti-collapsing drilling method for grout spraying of soft coal seam | |
| CN103032086B (en) | Method for filling resin explosive cartridge in drilled hole of tunnel roof anchor rod | |
| CN109441512B (en) | Reinforced concrete through anchor cable and construction method thereof | |
| CN105604057B (en) | One kind expands unfolding wing type anchor rod device | |
| GB1129867A (en) | Improvements in method and means of anchoring an object such as sheet piling or building foundation or the like in the ground | |
| CN105064356A (en) | Prestressed composite rod cable anchoring device for supporting soft loose soil body | |
| US11913338B2 (en) | Support method of preset internal cable for in-situ tunnel expansion project | |
| US4718791A (en) | High capacity tieback installation method | |
| CN108843355A (en) | A kind of mechanical anchoring device | |
| CN106812473B (en) | The method that piled anchor of putting more energy into is replaced using the whirl spraying drilling tool construction pressure injection with helical blade | |
| CN109869173B (en) | Flexible anchor rod | |
| CN1727633A (en) | Drill pipe of the center emplacement type jumbolter and construction method | |
| CN104372793A (en) | Anti-floating method used for existing basement by adopting pre-stressed anchor cables in jet grouting pile method | |
| CN214273689U (en) | Tunnel in-situ extension prestressed anchor cable tensioning structure | |
| CN105626109B (en) | It is a kind of that there is the method for repeating to apply prestressed cable bolting | |
| CN101701505B (en) | Sleeve pore-fixing device and method | |
| CN101100858A (en) | Construction method for drilling tool center pumping concrete post mudjack concrete pouring pile and construction device thereof | |
| CN108825281A (en) | One kind is from anchoring rod | |
| CN205823312U (en) | A kind of self-drilling type swollen shell automatic clamping hollow grouting anchor | |
| CN103967509A (en) | Anchor pipe cable supporting structure capable of bearing lateral shear force | |
| CN109779662A (en) | The method of cherry coal rock gangway road bolthole bottom reaming filling and support | |
| CN207331690U (en) | Pile pile sunk stake machine | |
| CN205502000U (en) | Extension wing formula anchor rod device | |
| CN205969537U (en) | Seam device is made in rock drilling |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181120 |