CN202250124U - Resin anchoring cartridge mounter - Google Patents
Resin anchoring cartridge mounter Download PDFInfo
- Publication number
- CN202250124U CN202250124U CN2011203861748U CN201120386174U CN202250124U CN 202250124 U CN202250124 U CN 202250124U CN 2011203861748 U CN2011203861748 U CN 2011203861748U CN 201120386174 U CN201120386174 U CN 201120386174U CN 202250124 U CN202250124 U CN 202250124U
- Authority
- CN
- China
- Prior art keywords
- outer tube
- resin anchoring
- mounter
- anchoring cartridge
- tube
- 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
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Abstract
The utility model relates to a resin anchoring cartridge mounter, and in particular relates to a resin anchoring cartridge for supporting an anchor bolt in a large cross-section roadway of a mine, belonging to mechanical equipment for the mine. The mounter is characterized in that a snap ring is fixedly installed on an outer tube and an inner tube is arranged in the outer tube. The mounter has the following beneficial effects that: people can push the inner tube to move up and down in the outer tube, so the resin anchoring cartridge can be installed by directly standing on the roadway floor, without the aid of ladders and other assistant tools; the resin anchoring cartridge is convenient and quick to install and time and labor are saved; the mounter has a simple structure; the steel tube is adopted as the outer tube, thus the outer tube has long service life; and the PVC (polyvinyl chloride) inner tube is easy to replace.
Description
Technical field
The utility model relates to a kind of resin anchoring agent erector, the particularly bolt support of mine large section roadway and uses resin anchoring agent, belongs to mine and uses plant equipment.
Background technology
At present, generally more than 3m, the people is when installing the resin anchoring agent powder stick for the large section roadway height; Have to by means of instruments such as ladders, be put into foot of hole to powder stick earlier, withstand with anchor pole then; Roof-bolter is beaten anchor pole toward boring, shifts powder stick onto the boring top, and this method wastes time and energy; And powder stick is very easily broken in the process that arrives the boring top, influences supporting effect.In addition, roadway floor is uneven mostly, and the people stands on the instruments such as ladder stool and very easily falls down, and is very dangerous.
Summary of the invention
The utility model provide a kind of can be not by aids such as ladders, the workman can stand directly on the roadway floor, just can with the resin anchoring agent powder stick push boring the top the resin anchoring agent erector.
The technical scheme that its technical problem of the utility model solution is taked is:
The utility model comprises: outer tube, be installed with snap ring on the outer tube, and be provided with interior pipe in the outer tube.
Outer tube diameter is corresponding with the powder stick diameter.
Outer tube is a steel pipe, and interior pipe adopts the pvc pipe
The length of interior pipe is greater than the length of outer tube.
The beneficial effect of the utility model is that pipe moved up and down in outer tube in the people can promote, so can be not by aids such as ladders; Just can stand directly on resin anchoring agent is installed on the roadway floor, quick and easy for installation, time saving and energy saving; And the utility model; Simple in structure, outer tube adopts the steel pipe long service life, and pipe is easy to change in the pvc.
Description of drawings
Fig. 1 is the utility model sketch map.
The specific embodiment
In Fig. 1, outer tube 1 is a steel pipe, and length deducts the health total length of operating personnel's vertical lift hand greater than head-room; Guaranteeing smoothly with on the steel pipe top board, but unsuitable excessive, cause operating difficulties; Fixed distance apart from first powder stick length of outer tube 1 end is equipped with snap ring 2, is provided with pipe 3 in the pvc in the outer tube 1, and the length of pipe 3 is greater than the length of outer tube in the pvc; Pipe 3 has certain toughness in the pvc, because length is longer, when not inserting in the boring fully; Can become certain radian crooked, be beneficial to operation, also be the same equally when removing pipe.Interior pipe 3 length should add outer length of tube greater than boring length, head into fully in the boring, to about human chest, to be advisable.
When resin explosive roll is installed, at first powder stick is put into outer tube 1 top, then boring is inserted at outer tube 1 top; Because bore diameter is greater than outer tube diameter, snap ring 2 is stuck in the boring outside, prevents that whole or big portion outer tube 1 from inserting; Outer tube 1 is vertically placed; Pipe 3 heads into the boring top with powder stick in promoting, and requires to hold out against powder stick, drops preventing.When removing pipe, at first interior pipe 3 is withdrawn from, withdrawn from outer tube 1 again and get final product.
Claims (4)
1. the resin anchoring agent erector is characterized in that: be installed with snap ring on the outer tube, be provided with interior pipe in the outer tube.
2. resin anchoring agent erector according to claim 1 is characterized in that: outer tube diameter is corresponding with the powder stick diameter.
3. resin anchoring agent erector according to claim 1 and 2 is characterized in that: outer tube is a steel pipe, and interior pipe adopts the pvc pipe.
4. resin anchoring agent erector according to claim 3 is characterized in that: the length of interior pipe is greater than the length of outer tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203861748U CN202250124U (en) | 2011-09-29 | 2011-09-29 | Resin anchoring cartridge mounter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203861748U CN202250124U (en) | 2011-09-29 | 2011-09-29 | Resin anchoring cartridge mounter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202250124U true CN202250124U (en) | 2012-05-30 |
Family
ID=46111382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203861748U Expired - Fee Related CN202250124U (en) | 2011-09-29 | 2011-09-29 | Resin anchoring cartridge mounter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202250124U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966324A (en) * | 2012-10-24 | 2013-03-13 | 神华集团有限责任公司 | Double-wall annular salvaging sleeve pipe and method for salvaging falling objects in hole |
| CN103032086A (en) * | 2012-12-07 | 2013-04-10 | 中国矿业大学 | Method for filling resin explosive cartridge in drilled hole of tunnel roof anchor rod |
| CN103061790A (en) * | 2013-01-23 | 2013-04-24 | 中国矿业大学 | Prestressed full-anchor squeezed anchoring device and method thereof |
-
2011
- 2011-09-29 CN CN2011203861748U patent/CN202250124U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966324A (en) * | 2012-10-24 | 2013-03-13 | 神华集团有限责任公司 | Double-wall annular salvaging sleeve pipe and method for salvaging falling objects in hole |
| CN102966324B (en) * | 2012-10-24 | 2015-05-06 | 神华集团有限责任公司 | Double-wall annular salvaging sleeve pipe and method for salvaging falling objects in hole |
| CN103032086A (en) * | 2012-12-07 | 2013-04-10 | 中国矿业大学 | Method for filling resin explosive cartridge in drilled hole of tunnel roof anchor rod |
| CN103032086B (en) * | 2012-12-07 | 2015-04-29 | 中国矿业大学 | Method for filling resin explosive cartridge in drilled hole of tunnel roof anchor rod |
| CN103061790A (en) * | 2013-01-23 | 2013-04-24 | 中国矿业大学 | Prestressed full-anchor squeezed anchoring device and method thereof |
| CN103061790B (en) * | 2013-01-23 | 2014-11-19 | 中国矿业大学 | Prestressed full-anchor squeezed anchoring device and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20140929 |
|
| EXPY | Termination of patent right or utility model |