CN206129135U - A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad - Google Patents

A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad Download PDF

Info

Publication number
CN206129135U
CN206129135U CN201621016335.3U CN201621016335U CN206129135U CN 206129135 U CN206129135 U CN 206129135U CN 201621016335 U CN201621016335 U CN 201621016335U CN 206129135 U CN206129135 U CN 206129135U
Authority
CN
China
Prior art keywords
sleeve
striker
firing pin
equipment
broken rock
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
CN201621016335.3U
Other languages
Chinese (zh)
Inventor
向锦江
周理文
刘辉煌
杜江洋
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.)
CHENZHOU MINING INDUSTRY Co Ltd HUNAN
Original Assignee
CHENZHOU MINING INDUSTRY Co Ltd HUNAN
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 CHENZHOU MINING INDUSTRY Co Ltd HUNAN filed Critical CHENZHOU MINING INDUSTRY Co Ltd HUNAN
Priority to CN201621016335.3U priority Critical patent/CN206129135U/en
Application granted granted Critical
Publication of CN206129135U publication Critical patent/CN206129135U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model provides an equipment that stops for refreshment when travelling on being used for broken rock stratum mediad, includes firing pin and sleeve, the link of telescopic one end for being used for connecting track point or pipeline point, the other end be equipped with be used for connecting the firing pin and with firing pin diameter assorted through -hole, the one end of firing pin is installed in airleg rock drill's drill sleeve, the other end of firing pin stretches into the through -hole and the muffjoint, the middle part of firing pin be fixed with the spacing solid fixed ring that is greater than the drill sleeve internal diameter and with the strike ring that is greater than sleeve diameter of hole, spacing solid fixed ring restriction firing pin stretches into the distance and the fixed firing pin of drill sleeve, it transmits for the sleeve to strike the impact force that encircles the firing pin. This device is used for stopping for refreshment when travelling on the mediad of broken rock stratum, convenient to use, has better spreading value, can excavate in the mine and promote with field such as transportation tunnel construction.

Description

It is a kind of for equipment pinching upwards in broken rock
Technical field
This utility model is related to a kind of for equipment pinching upwards in broken rock.
Background technology
When minery carries out down-hole mining operation, big in the scope of operation task difficulty of catalase, particularly top board is difficult to , easily there is safety problem in control, is the roof safety for ensureing operating personnel place setting, during top board is safeguarded, Need catalase top board to be squeezed into using by track point or pipeline point, advance support control is carried out to catalase top board, so as to Guarantee the safety of setting top board, but be now to squeeze into catalase top board and need to pass through by workman track point or pipeline point Sledgehammer is thrown into from the bottom up, and such operation difficulty is big, and physical demandss amount is big, high labor intensive, and safety coefficient is low and work is imitated Rate is low.
Utility model content
This utility model is directed to the deficiencies in the prior art and provides one kind and can be connected with pusher leg drill beater mechanism Connect realization machinery pinching, artificial pinching so as to no longer need, one kind that safety is good, work efficiency is greatly improved is used for kata-rocks Equipment pinching upwards in layer.
This utility model adopts the following technical scheme that realization:It is a kind of for equipment pinching upwards in broken rock, including Striker and sleeve, one end of the sleeve is that, for connecting the connection end that track is sharp or pipeline is sharp, the other end is provided with for connecting Striker and the through hole that matches with striker diameter, one end of the striker is arranged in the drill sleeve of pusher leg drill, described The other end of striker stretch into the through hole and sleeve connection, being fixedly arranged in the middle of for the striker be spacing solid more than drill sleeve internal diameter Determine ring and with the strike ring more than sleeve through hole diameter, the spacing retainer ring limits that striker stretches into the distance of drill sleeve and fixation is hit The impulsive force of striker is passed to sleeve by pin, the strike ring.The pipe thickness of the sleeve is 6mm.The striker is using in Empty hexagonal steel.
Used as a kind of embodiment of this device, the sleeve is provided with a pair matched with the track poined afterbody web of the rail admittedly Determine groove, the track point is fixed on sleeve by fixing groove.
Used as the another embodiment of this device, sleeve is provided with the fixed sleeving and sleeve gasket of fixed -piping point, described Fixed sleeving internal diameter is matched with the external diameter of pipeline point, and the sleeve gasket is arranged on the bottom of fixed sleeving.
Due to adopting said structure, this device be connected with pusher leg drill, by the piston of pusher leg drill Ballistic work is passed to and the track of sleeve connection point or pipeline point by stroke and drawback movement principle by striker, so as to by rail Road point or pipeline point are thrown in the back that need to be safeguarded, realize machinery pinching, it is no longer necessary to artificial pinching, its safety Good, work efficiency is greatly improved, and with preferable promotional value, can be carried out in the field such as mine excavation and traffic tunnel construction Promote.
Description of the drawings
Fig. 1 is a kind of embodiment structural representation of the present utility model.
Fig. 2 is another embodiment structural representation of the present utility model.
Fig. 3 is the state diagram in ore deposit underground work of the present utility model.
Specific embodiment
This utility model is described further below in conjunction with the drawings and specific embodiments.
As shown in Figures 1 to 3, it is a kind of for equipment pinching upwards in broken rock, including striker 2 and sleeve 3, the set Cylinder 3 one end be for connect track point 4 or pipeline point 6 afterbody, the other end be provided with for connect striker 2 and with striker 2 The through hole that diameter matches, one end of the striker 2 are arranged in the drill sleeve 1 of pusher leg drill 5, the striker 2 it is another End stretch into the through hole and sleeve 3 connect, the spacing retainer ring 21 being fixedly arranged in the middle of more than 1 internal diameter of drill sleeve of the striker 2 And with the strike ring 22 more than 3 through-hole diameter of sleeve, the spacing retainer ring 21 limits the distance that striker stretches into drill sleeve, described to beat Hit ring 22 and the impulsive force of striker is passed to into sleeve.The pipe thickness of the sleeve 3 is 6mm.2 material selection of the striker is hollow Hexagonal steel.
Used as a kind of embodiment of this device, the sleeve 3 is provided with a pair matched with the track poined afterbody web of the rail Fixing groove 31, the track point are fixed on sleeve 3 by fixing groove.
During work, the striker 2 of this device is arranged in the drill sleeve of pusher leg drill 1, then track point 4 is fixed on On sleeve 3, track point tilt alignment catalase top board is squeezed into.
Used as the another embodiment of this device, sleeve 3 is provided with the fixed sleeving 33 and sleeve gasket 32 of fixed -piping point, The fixed sleeving internal diameter is matched with the external diameter of pipeline point, and the sleeve gasket is arranged on the bottom of fixed sleeving.
During work, the striker 2 of this device is arranged in the drill sleeve of pusher leg drill 5, then pipeline point 6 is fixed on On sleeve 3, pipeline 6 tilt alignment catalase top boards of point are squeezed into.
The above, only this utility model is embodied as case explanation, it is impossible to limit right of the present utility model with this Protection domain.All equivalence changes made according to this utility model application claims and description and modification, all exist In the range of this utility model protection.

Claims (5)

1. a kind of for equipment pinching upwards in broken rock, it is characterised in that:Including striker and sleeve, the one of the sleeve End is the connection end for connecting track point or pipeline point, and the other end is provided with for connecting striker and matched with striker diameter Through hole, one end of the striker is arranged in the drill sleeve of pusher leg drill, and the other end of the striker stretches into the through hole With sleeve connection, the striker be fixedly arranged in the middle of more than drill sleeve internal diameter spacing retainer ring and with more than sleeve through hole diameter Strike ring, the spacing retainer ring limits the distance fixation striker that striker stretches into drill sleeve, strike ring the rushing striker Hit power and pass to sleeve.
2. according to claim 1 for equipment pinching upwards in broken rock, it is characterised in that:Set on the sleeve There are a pair of the fixing grooves matched with the track poined afterbody web of the rail, the track point is fixed on sleeve by fixing groove.
3. according to claim 1 for equipment pinching upwards in broken rock, it is characterised in that:Sleeve is provided with solid The fixed sleeving and sleeve gasket of fixed tube road point, the fixed sleeving internal diameter are matched with the external diameter of pipeline point, and the sleeve gasket is arranged on The bottom of fixed sleeving.
4. according to one of claims 1 to 3 for equipment pinching upwards in broken rock, it is characterised in that:It is described The pipe thickness of sleeve is 6mm.
5. equipment pinching upwards in broken rock according to claim 4, it is characterised in that:The striker is using hollow Hexagonal steel.
CN201621016335.3U 2016-08-31 2016-08-31 A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad Expired - Fee Related CN206129135U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621016335.3U CN206129135U (en) 2016-08-31 2016-08-31 A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621016335.3U CN206129135U (en) 2016-08-31 2016-08-31 A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad

Publications (1)

Publication Number Publication Date
CN206129135U true CN206129135U (en) 2017-04-26

Family

ID=58566928

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621016335.3U Expired - Fee Related CN206129135U (en) 2016-08-31 2016-08-31 A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad

Country Status (1)

Country Link
CN (1) CN206129135U (en)

Similar Documents

Publication Publication Date Title
US20210040849A1 (en) Grouting anchor bolt and grouting anchor cable for supporting of large deformation and constant resistance and quantitative roadway supporting method
CN103032086B (en) Method for filling resin explosive cartridge in drilled hole of tunnel roof anchor rod
CN103306714B (en) Gas control method for drilling hole and hole three-purpose in close-range coal seam group bottom drainage roadway
CN103498680B (en) Improve the method for fully mechanized coal face period of beginning mining top-coal recovery rate
CN104074534B (en) A kind of combining adopts/the gob-side entry retaining method of fully mechanized coal face
CN109751067B (en) Method for improving pre-pulling force of anchor rod
CN103089279B (en) The method that between crossheading lane, a kind of many lanes, bog-head coal post is reinforced
CN105952453A (en) Long wall advancing type mechanical non-roadway mining complete plant for coal seam face
CN110925001B (en) Buffer protection device for preventing anchor cable from being ejected due to failure
CN201121521Y (en) Opposite pull anchor wire
CN204532363U (en) The built-up arch suspension device in tunnel
CN106761742B (en) A kind of deep island working face gob side entry driving surrounding rock stability control method
CN108035752A (en) Coal road based on roof stability pushes up by force wall supporting anchor rod support method
CN103938636A (en) Electric transmission line engineering rock foundation excavating method by means of hydraulic splitting machine
CN206129135U (en) A equipment that stops for refreshment when travelling on being used for broken rock stratum mediad
CN204188814U (en) Utilize the seismic tomography prospecting self compensation vibroseis that roadway support body is fixing
CN106703850A (en) Novel hydraulic expanded recyclable anchor rod
CN203145978U (en) Anchor rod with safety detection device
CN102660959B (en) Pulling reinforcement method for internal fissure of dangerous rock
CN205297608U (en) Novel recoverable stock of hydraulic pressure inflation formula
CN205969537U (en) Seam device is made in rock drilling
CN205805540U (en) Longwell protrusive working face of coal seam mechanization exploits complete set of equipments without lane
CN108442956A (en) A kind of adaptive compression shear formula anchor pole
CN202017505U (en) Pipe roof supporting device
CN103791789A (en) Blasting construction method based on certain angle formed between boreholes and joints

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170426

Termination date: 20170831