CN203114317U - Stepping-forward self-moving forepole of mine laneway - Google Patents

Stepping-forward self-moving forepole of mine laneway Download PDF

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Publication number
CN203114317U
CN203114317U CN 201320145013 CN201320145013U CN203114317U CN 203114317 U CN203114317 U CN 203114317U CN 201320145013 CN201320145013 CN 201320145013 CN 201320145013 U CN201320145013 U CN 201320145013U CN 203114317 U CN203114317 U CN 203114317U
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CN
China
Prior art keywords
mine laneway
arm
hydraulic
moving
supporting
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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
CN 201320145013
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Chinese (zh)
Inventor
张林华
李成亮
杨猛
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Anhui Hengyuan Coal Electricity Group Co Ltd
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Anhui Hengyuan Coal Electricity Group Co Ltd
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Priority to CN 201320145013 priority Critical patent/CN203114317U/en
Application granted granted Critical
Publication of CN203114317U publication Critical patent/CN203114317U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a stepping-forward self-moving forepole of a mine laneway. The stepping-forward self-moving forepole comprises a hydraulic supporting mechanism and a suspension type stepping-forward traveling mechanism which is connected with the hydraulic supporting mechanism. The hydraulic supporting mechanism comprises a swinging block four-bar mechanism and a parallelogram mechanism. The swinging block four-bar mechanism is composed of a supporting arm, a telescopic arm, a cylinder barrel of hydraulic cylinders and a piston rod of the hydraulic cylinders. At least two cross bars are arranged on the supporting arm at intervals. The parallelogram mechanism is formed by the facts that two parallel arm fulcrum bars are arranged in an opposite side mode, and the telescopic arm and a parallel arm are arranged in an opposite side mode. Two ends of the cross bars of the supporting arm are respectively provided with one hydraulic cylinder which can stretch obliquely towards two side walls of the mine laneway. Supporting plates which can be contacted with the mine laneway are arranged at the extending end of the piston rod of the hydraulic cylinders. The stepping-forward self-moving forepole of the mine laneway is strong in adaptability, large in supporting intensity, easy to operate, and feasible. The hydraulic supporting mechanism stretches out obliquely through the hydraulic cylinders and then is contacted and connected with the side wall of the mine laneway, and thus connection fastness is enhanced.

Description

A kind of mine laneway is taken a step from moving advance timbering
Technical field
The utility model relates to the protection equipment technical field of mine laneway, and especially a kind of mine laneway is taken a step from moving advance timbering.
Background technology
Mine support is most important concerning Safety of Coal Mine Production, according to statistics in the death by accident that coal enterprises in China takes place, owing to support apparatus have problems cause roof accident death toll near 40%.In the Coal Production process, because the defective of permanent support pattern also produces the phenomenon of head space operation through regular meeting, the personal safety of coal miner is caused very big harm.In mine production supporting, empty top zone is built temporary lining at heading end front end 2~3m place, mostly adopts dual mode at present: a kind of is that artificial extension beam is built, and another kind is the temporary lining of point of safes pillar.No matter adopt which kind of mode, all exist labour intensity big, complicated operation, length consuming time, to drawbacks such as top board bad adaptability, still there is empty top operation phenomenon in the workman when manually building temporary lining simultaneously, has sizable danger, this also is a multiple major reason of coal mining accident, has had a strong impact on the digging benefit of mine and workman's safety.
The foreign technology personnel have also carried out certain research to the leading temporary lining of coal mine support for this reason, existing problem: the strength problem of (1) advance beam, no matter be hacking shed tunnel, still the anchoring support tunnel all needs with fixedly fastening on permanent support the making of advance beam and fixing card, comprise the welding between employed material and the material, this all needs to have certain intensity, if intensity does not reach requirement, will bring hidden danger to trouble free service; (2) when the geology condition takes place by serious the variation, hacking shed tunnel strand top workload is big, dangerous big, and anchoring support tunnel plate hight is low uneven, and advance beam should not use, and need make advance beam card different in size; (3) still there is empty top operation phenomenon in advance timbering in installing process, and the quality Xiao Yi that installs guarantees, and great majority all are that security hidden trouble is serious by hand.
China Patent No.: ZL200710135053.4, " down-hole tunnel suspended stepping self-moving advance timbering " discloses a kind of by hydraulic prop mechanism, taking a step of linking to each other with the hydraulic prop mechanism advance timbering that the semi girder of travel mechanism, manipulator that the travel mechanism of walking with taking a step moves and manipulator grasping constitutes of walking.The advance support of this class formation, utilize the tunnel headroom to finish the walking of taking a step before and after self, realized taking full advantage of of lane space, building of the artificial temporary lining of generally adopting in the alternative current mine of energy, can realize the automation that 2~3 meters empty top zone cantilever timberings of development end front end are built, build the quality height, wide accommodation.The setting but the hydraulic support mechanism of this type of advance support soars, active force as the driving front end tunnel then insufficient strength of subsiding, can not be protected the constructor entirely on semi girder, on the contrary or weigh the constructor wounded.
The utility model content
The technical problems to be solved in the utility model is: overcome advance timbering insufficient strength of the prior art; run into when subsiding and to protect the constructor; provide a kind of mine laneway to take a step from moving advance timbering; can strengthen the intensity of advance timbering; strengthen the fastness that is connected of hydraulic prop mechanism and mine laneway sidewall; run into and make support arm and mine laneway bottom leave the space when subsiding, can protect constructor thereunder.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of mine laneway is taken a step from moving advance timbering, comprise hydraulic prop mechanism and the suspension type that links to each other with the hydraulic prop mechanism walking mechanism of taking a step, the described suspension type walking mechanism of taking a step comprises principal arm, the telescopic arm that is arranged on the cursor slide on the principal arm and socket-connects with principal arm, described hydraulic prop mechanism comprises swinging block quadric chain and parallel-crank mechanism, described swinging block quadric chain is by support arm, telescopic arm, the cylinder barrel of hydraulic jack and piston rod constitute, and are interval with at least two cross bars on the support arm; Described parallel-crank mechanism is arranged by the setting of two parallel arms pole opposite side, telescopic arm and parallel arms opposite side and constitutes; An energy is respectively installed to the oblique flexible hydraulic cylinder of mine laneway two side direction in the two ends of the cross bar on the described support arm, and the external part of the piston rod of described hydraulic cylinder is provided with the gripper shoe that can contact with mine laneway.
In order to strengthen the connection fastness, described gripper shoe is provided with and strengthens and the mine laneway sidewall nail of fastness in succession.
In order to strengthen the intensity between hydraulic cylinder and cross bar, be provided with the fixed bar for the fixer cylinder pressure between described hydraulic cylinder and the cross bar.
In order to realize the angular adjustment between hydraulic cylinder and cross bar, hinged between described hydraulic cylinder and the cross bar, fixed bar one end and cross bar are hinged, and the other end of fixed bar has chute, hydraulic cylinder is provided with and the chute slide bar that is slidingly matched, and clamp nut has been threaded on the slide bar.
The beneficial effects of the utility model are, mine laneway of the present utility model is taken a step from moving advance timbering, compliance is strong, supporting intensity is big, automation advance timbering simple to operate, practicable, hydraulic prop mechanism is connected with the contact of mine laneway sidewall by the oblique back of stretching out of hydraulic cylinder, and nail thrusts further to improve in the sidewall and connects fastness.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is that mine laneway of the present utility model is taken a step from the structural representation that moves first embodiment of advance timbering;
Fig. 2 is that mine laneway of the present utility model is taken a step from the lateral view that moves first embodiment of advance timbering;
Fig. 3 is that mine laneway of the present utility model is taken a step from the lateral view that moves second embodiment of advance timbering.
Among the figure: 1. hydraulic prop mechanism, 2. take a step walking mechanism, 3. swinging block quadric chain of suspension type, 31. support arm, 32. telescopic arms, 33. cylinder barrels, 34. piston rod, 35. cross bars, 36. hydraulic cylinders, 361. slide bar, 37. gripper shoes, 38. nails, 39. fixed bar, 391. chutes, 4. parallel-crank mechanism, 41. parallel arms pole, 42. parallel arms.
The specific embodiment
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, basic structure of the present utility model only is described in a schematic way, so it only show the formation relevant with the utility model.
As illustrated in fig. 1 and 2, mine laneway of the present utility model is taken a step from moving first embodiment of advance timbering, comprise hydraulic prop mechanism 1 and the suspension type that links to each other with hydraulic prop mechanism 1 walking mechanism 2 of taking a step, the suspension type walking mechanism 2 of taking a step comprises principal arm, the telescopic arm 32 that is arranged on the cursor slide on the principal arm and socket-connects with principal arm, hydraulic prop mechanism 1 comprises swinging block quadric chain 3 and parallel-crank mechanism 4, swinging block quadric chain 3 is by support arm 31, telescopic arm 32, the cylinder barrel 33 of hydraulic jack and piston rod 34 constitute, and are interval with at least two cross bars 35 on the support arm 31; Parallel-crank mechanism 4 is made of the 41 opposite side settings of two parallel arms poles, telescopic arm 32 and parallel arms 42 opposite side settings; An energy is respectively installed to the oblique flexible hydraulic cylinder 36 of mine laneway two side direction in the two ends of the cross bar 35 on the support arm 31, and the external part of the piston rod of hydraulic cylinder 36 is provided with the gripper shoe 37 that can contact with mine laneway.
In order to strengthen the connection fastness, gripper shoe 37 is provided with and strengthens and the mine laneway sidewall nail 38 of fastness in succession.
In order to strengthen the intensity of 35 of hydraulic cylinder 36 and cross bars, as shown in Figure 2, be provided with the fixed bar 39 for fixer cylinder pressure 36 between hydraulic cylinder 36 and the cross bar 35.Improve the intensity of 35 of hydraulic cylinders 36 and cross bars by fixed bar 39.
As shown in Figure 3, second embodiment of the present utility model, be with the distinguishing characteristics of first embodiment, in order to realize the angular adjustment of 35 of hydraulic cylinder 36 and cross bars, hinged between hydraulic cylinder 36 and the cross bar 35, fixed bar 39 1 ends and cross bar 35 are hinged, and the other end of fixed bar 38 has chute 391, hydraulic cylinder 36 is provided with and chute 391 slide bar 361 that is slidingly matched, and clamp nut has been threaded on the slide bar 361.Spacing between the mine laneway sidewall is unfixing, for adapting to different situations, by regulating the angle that fixed bar 39 control hydraulic cylinders 36 tilt.
Be enlightenment with above-mentioned foundation desirable embodiment of the present utility model, by above-mentioned description, the related work personnel can carry out various change and modification fully in the scope that does not depart from this utility model technological thought.The technical scope of this utility model is not limited to the content on the manual, must determine its technical scope according to the claim scope.

Claims (4)

1. a mine laneway is taken a step from moving advance timbering, comprise hydraulic prop mechanism and the suspension type that links to each other with the hydraulic prop mechanism walking mechanism of taking a step, the described suspension type telescopic arm that walking mechanism comprises principal arm, is arranged on the cursor slide on the principal arm and socket-connects with principal arm of taking a step, it is characterized in that: described hydraulic prop mechanism comprises swinging block quadric chain and parallel-crank mechanism
Described swinging block quadric chain is made of cylinder barrel and the piston rod of support arm, telescopic arm, hydraulic jack, is interval with at least two cross bars on the support arm;
Described parallel-crank mechanism is arranged by the setting of two parallel arms pole opposite side, telescopic arm and parallel arms opposite side and constitutes;
An energy is respectively installed to the oblique flexible hydraulic cylinder of mine laneway two side direction in the two ends of the cross bar on the described support arm, and the external part of the piston rod of described hydraulic cylinder is provided with the gripper shoe that can contact with mine laneway.
2. mine laneway as claimed in claim 1 takes a step to it is characterized in that from moving advance timbering: described gripper shoe is provided with and strengthens and the mine laneway sidewall nail of fastness in succession.
3. mine laneway as claimed in claim 1 takes a step to it is characterized in that: be provided with the fixed bar for the fixer cylinder pressure between described hydraulic cylinder and the cross bar from moving advance timbering.
4. mine laneway as claimed in claim 2 is taken a step from moving advance timbering, it is characterized in that: hinged between described hydraulic cylinder and the cross bar, fixed bar one end and cross bar are hinged, the other end of fixed bar has chute, hydraulic cylinder is provided with and the chute slide bar that is slidingly matched, and clamp nut has been threaded on the slide bar.
CN 201320145013 2013-03-20 2013-03-20 Stepping-forward self-moving forepole of mine laneway Expired - Fee Related CN203114317U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320145013 CN203114317U (en) 2013-03-20 2013-03-20 Stepping-forward self-moving forepole of mine laneway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320145013 CN203114317U (en) 2013-03-20 2013-03-20 Stepping-forward self-moving forepole of mine laneway

Publications (1)

Publication Number Publication Date
CN203114317U true CN203114317U (en) 2013-08-07

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105114108A (en) * 2015-08-19 2015-12-02 遵义庄氏矿井支护技术开发有限公司 Short stand column shrinkable shed bracket
CN107246276A (en) * 2017-06-20 2017-10-13 重庆工程职业技术学院 A kind of large-inclination-angle coal bed shield support
CN108222070A (en) * 2017-12-29 2018-06-29 曹先锋 Inspection shaft Special falling safety supporting device
CN118242115A (en) * 2024-05-28 2024-06-25 中煤科工集团国际工程有限公司 Advanced support device and method for soft rock floor tunnel

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105114108A (en) * 2015-08-19 2015-12-02 遵义庄氏矿井支护技术开发有限公司 Short stand column shrinkable shed bracket
CN107246276A (en) * 2017-06-20 2017-10-13 重庆工程职业技术学院 A kind of large-inclination-angle coal bed shield support
CN107246276B (en) * 2017-06-20 2018-12-11 重庆工程职业技术学院 A kind of large-inclination-angle coal bed shield support
CN108222070A (en) * 2017-12-29 2018-06-29 曹先锋 Inspection shaft Special falling safety supporting device
CN118242115A (en) * 2024-05-28 2024-06-25 中煤科工集团国际工程有限公司 Advanced support device and method for soft rock floor tunnel
CN118242115B (en) * 2024-05-28 2024-08-30 中煤科工集团国际工程有限公司 Advanced support device and method for soft rock floor tunnel

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130807

Termination date: 20140320