CN108843355A - A kind of mechanical anchoring device - Google Patents

A kind of mechanical anchoring device Download PDF

Info

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
Application number
CN201810653899.5A
Other languages
Chinese (zh)
Inventor
左宇军
席仕军
邬忠虎
刘镐
孙文吉斌
税越
刘荣波
林健云
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.)
Guizhou University
Original Assignee
Guizhou University
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 Guizhou University filed Critical Guizhou University
Priority to CN201810653899.5A priority Critical patent/CN108843355A/en
Publication of CN108843355A publication Critical patent/CN108843355A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/003Machines for drilling anchor holes and setting anchor bolts
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK 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
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0093Accessories

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

A kind of mechanical anchoring device
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.
CN201810653899.5A 2018-06-22 2018-06-22 A kind of mechanical anchoring device Pending CN108843355A (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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Application publication date: 20181120