CN102913267A - Omnibearing roadway anchoring and supporting integrated machine - Google Patents
Omnibearing roadway anchoring and supporting integrated machine Download PDFInfo
- Publication number
- CN102913267A CN102913267A CN2012104635584A CN201210463558A CN102913267A CN 102913267 A CN102913267 A CN 102913267A CN 2012104635584 A CN2012104635584 A CN 2012104635584A CN 201210463558 A CN201210463558 A CN 201210463558A CN 102913267 A CN102913267 A CN 102913267A
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- jumbolter
- longitudinal beams
- longeron
- beams
- anchor
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Abstract
The invention provides an omnibearing roadway anchoring and supporting integrated machine. The machine comprises longitudinal beams, cross beams, connecting hinge pins, support cylinders, displacement cylinders, a jumbolter, steel belts, an expansion link, a rotary device, a transverse slipway and a power motor, wherein the longitudinal beams and the cross beams are arranged in a cross manner; the connecting hinge pins are arranged at the connecting ends of the longitudinal beams; the longitudinal beams are arranged below the cross beams; the steel belts are arranged on the longitudinal beams; the displacement cylinders are arranged between two cross beams below the longitudinal beams; the support cylinders are arranged below the two ends of the cross beams; the jumbolter is arranged in one end below the longitudinal beams; the power motor is arranged at one end of the jumbolter; the rotary device is arranged on one side of the jumbolter; the transverse slipway is arranged on one side of the rotary device; the expansion link is arranged on the other side of the rotary device; with the connecting hinge pins in multiple positions, the longitudinal beams can bend up and down; and high-strength magnets and concave nests are arranged at the front ends of the longitudinal beams and can well fix the steel belts and anchor nets. The machine has simple integral structure, good stability and high reliability and is convenient to operate and use.
Description
Technical field
The present invention relates to coal mine roadway anchor dress and supporting machine, relate in particular to full tunnel Anchor Care all-in-one.
Background technology
In the Bracing Process of underworkings, traditional approach is the anchor dress that adopts forestope temporary lining and pneumatic roof bolter.This mode labor strength is large, needs carrying rig back and forth, and the temporary lining poor stability, therefore needs a kind of omnibearing anchor, protects the novel device of one, solves labour intensity greatly and the problem of temporary lining poor stability.
Summary of the invention
The object of the invention is to, overcome the deficiencies in the prior art part, a kind of full tunnel Anchor Care all-in-one is provided, can realize for the fast and effeciently supporting of naked leakage top board, and the supporting area is large, and intensity is high, can effectively improve security performance, and support apparatus has the function that conveniently moves forward and backward, and can pass forward with the tunnel.Supporting is connected with rig, moves forward with supporting, does not need to carry back and forth when carrying out the anchor dress, and can carry out to all angles anchor pole in tunnel the anchor dress.
Full tunnel Anchor Care all-in-one of the present invention includes longeron, crossbeam, connection bearing pin, support cylinder, cylinder displacement, jumbolter, steel band, expansion link, whirligig, transverse slipway and power motor.Longitudinal and cross beam is arranged in a crossed manner, form the main frame structure of full tunnel Anchor Care all-in-one of the present invention, link at longeron is provided with the connection bearing pin, longeron be arranged on crossbeam below, be provided with steel band above the longeron, longeron following between two crossbeams, be provided with cylinder displacement, below the crossbeam two ends, be provided with support cylinder.Below longeron, in the end, be provided with jumbolter, be provided with power motor at an end of jumbolter, side at jumbolter is provided with whirligig, side at whirligig is provided with transverse slipway, and the opposite side at whirligig is provided with expansion link.The form that full tunnel Anchor Care all-in-one of the present invention adopts beam in length and breadth to be crisscross arranged, longeron have many places and connect up and down bending of bearing pin, and front end has high-strength magnet and recessed nest can be good at fixedly steel band and anchor net.There is cylinder displacement to connect between crossbeam, utilizes cylinder displacement can realize moving forward and backward, be provided with support cylinder below the two ends of crossbeam.Jumbolter is in the same place with the temporary lining equipment connection, and the equipment of following moves forward and backward, and jumbolter has transverse slipway, satisfies all angles of tunnel end face anchor pole and carries out the Anchor Care operation.
Full tunnel Anchor Care all-in-one of the present invention, overall structure is simple, and is easy for operation, good stability, reliability is high.Use full tunnel Anchor Care all-in-one of the present invention, can realize for the fast and effeciently supporting of naked leakage top board, and the supporting area is large, intensity is high, can effectively improve security performance, and support apparatus has the function that conveniently moves forward and backward, can pass forward with the tunnel.Supporting is connected with rig, moves forward with supporting, does not need to carry back and forth when carrying out the anchor dress, and can carry out to all angles anchor pole in tunnel the anchor dress.
Description of drawings
Accompanying drawing 1 is the general structure schematic diagram of full tunnel Anchor Care all-in-one of the present invention; Accompanying drawing 2 is the modular construction schematic diagram of accompanying drawing 1.1-longeron, 2-crossbeam 3-connection bearing pin 4-support cylinder 5-cylinder displacement 6-jumbolter 7-steel band 8-expansion link 9-whirligig 10-transverse slipway 11-power motor.
The specific embodiment
Referring now to accompanying drawing 1 and accompanying drawing 2, be described as follows in conjunction with the embodiments: full tunnel Anchor Care all-in-one of the present invention includes longeron 1, crossbeam 2, connects bearing pin 3, support cylinder 4, cylinder displacement 5, jumbolter 6, steel band 7, expansion link 8, whirligig 9, transverse slipway 10 and power motor 11.Longeron 1 and crossbeam 2 are arranged in a crossed manner, form the main frame structure of full tunnel Anchor Care all-in-one of the present invention, link at longeron 1 is provided with connection bearing pin 3, longeron 1 be arranged on crossbeam 2 below, be provided with steel band 7 above the longeron 1, longeron 1 following between two crossbeams 2, be provided with cylinder displacement 5, below crossbeam 2 two ends, be provided with support cylinder 4.Below longeron 1, in the end, be provided with jumbolter 6, be provided with power motor 11 at an end of jumbolter 6, side at jumbolter 6 is provided with whirligig 9, side at whirligig 9 is provided with transverse slipway 10, at the opposite side of whirligig 9, is provided with expansion link 8.The form that full tunnel Anchor Care all-in-one of the present invention adopts beam in length and breadth to be crisscross arranged, longeron 1 have many places and connect up and down bending of bearing pin 3, and front end has high-strength magnet and recessed nest can be good at fixedly steel band and anchor net.2 on crossbeam has cylinder displacement 5 to connect, and utilizes cylinder displacement 5 can realize moving forward and backward, and is provided with support cylinder 4 below the two ends of crossbeam 2.Jumbolter 6 is in the same place with the temporary lining equipment connection, and the equipment of following moves forward and backward, and jumbolter 6 has transverse slipway 10, satisfies all angles of tunnel end face anchor pole and carries out the Anchor Care operation.In the tunneling process in tunnel, after development machine has cut a circulation, development machine is stepped back, steel band and wire lath are placed on the front end of longeron, by high-strength magnet steel band is sucked, utilize suspension device that naked leakage top board is carried out temporary lining, the suspension device longitudinal and cross beam is staggeredly placed, be divided into two groups of temporary lining framves of AB, utilize cylinder displacement that two groups of support brackets of AB are carried out drawing, one pushes away staggered the movement, adopt bearing pin to connect the top board that to realize by a small margin between the longeron and rise and fall, by support cylinder the support bracket back timber is held out against top board after the adjustment of position, finish the temporary lining operation, utilize roof-bolter to beat anchor pole: jumbolter is fixed on the support bracket on the back timber, and be placed on the rear end, hang when preventing the development machine coal cutting and bump, when needing to beat anchor pole, drilling-machine shifter is beaten the position of anchor pole by expansion link to needs, the power motor on the roof-bolter drives drilling rod and punches and the work of anchor dress.Adjust by laterally sliding into whirligig, finish the anchor bolt construction operation of diverse location angle.Full tunnel Anchor Care all-in-one of the present invention, overall structure is simple, and is easy for operation, good stability, reliability is high.Use full tunnel Anchor Care all-in-one of the present invention, can realize for the fast and effeciently supporting of naked leakage top board, and the supporting area is large, intensity is high, can effectively improve security performance, and support apparatus has the function that conveniently moves forward and backward, can pass forward with the tunnel.Supporting is connected with rig, moves forward with supporting, does not need to carry back and forth when carrying out the anchor dress, and can carry out to all angles anchor pole in tunnel the anchor dress.
Claims (4)
1. full tunnel Anchor Care all-in-one, include longeron (1), crossbeam (2), connect bearing pin (3), support cylinder (4), cylinder displacement (5), jumbolter (6), steel band (7), expansion link (8), whirligig (9), transverse slipway (10) and power motor (11), it is characterized in that longeron (1) and crossbeam (2) are arranged in a crossed manner, link at longeron (1) is provided with connection bearing pin (3), below longeron (1), in the end, be provided with jumbolter (6).
2. full tunnel Anchor Care all-in-one according to claim 1, it is characterized in that longeron (1) be arranged on crossbeam (2) below, be provided with steel band (7) above the longeron (1).
3. full tunnel Anchor Care all-in-one according to claim 1 is characterized in that the following between two crossbeams (2) of longeron (1), is provided with cylinder displacement (5), below crossbeam (2) two ends, is provided with support cylinder (4).
4. full tunnel Anchor Care all-in-one according to claim 1, it is characterized in that being provided with power motor (11) at an end of jumbolter (6), side at jumbolter (6) is provided with whirligig (9), side at whirligig (9) is provided with transverse slipway (10), opposite side in whirligig (9) is provided with expansion link (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104635584A CN102913267A (en) | 2012-11-18 | 2012-11-18 | Omnibearing roadway anchoring and supporting integrated machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104635584A CN102913267A (en) | 2012-11-18 | 2012-11-18 | Omnibearing roadway anchoring and supporting integrated machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102913267A true CN102913267A (en) | 2013-02-06 |
Family
ID=47611809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012104635584A Pending CN102913267A (en) | 2012-11-18 | 2012-11-18 | Omnibearing roadway anchoring and supporting integrated machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN102913267A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109538264A (en) * | 2019-01-10 | 2019-03-29 | 江苏中贵重工有限公司 | A kind of suspension device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2116779U (en) * | 1992-04-07 | 1992-09-23 | 煤炭科学研究总院北京开采研究所 | Tunnelling hydraulic support with anchoring-bolts hole mechanism |
| RU2193665C2 (en) * | 2001-02-08 | 2002-11-27 | Южно-Российский государственный технический университет (Новочеркасский политехнический институт) | Powered support |
| CN101046151A (en) * | 2006-03-29 | 2007-10-03 | 三一重型装备有限公司 | Integrated tunnelling and anchoring machine |
| CN102128040A (en) * | 2011-01-18 | 2011-07-20 | 阜新工大科技发展有限公司 | Hydraulic striding-type advanced-support equipment |
| CN102220873A (en) * | 2011-05-12 | 2011-10-19 | 山西潞安环保能源开发股份有限公司常村煤矿 | Walking type anchor protecting all-in-one machine of front and rear gantry frame |
| CN202946178U (en) * | 2012-11-18 | 2013-05-22 | 山东兖煤精益机电设备有限公司 | Entire roadway anchor protection all-in-one machine |
-
2012
- 2012-11-18 CN CN2012104635584A patent/CN102913267A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2116779U (en) * | 1992-04-07 | 1992-09-23 | 煤炭科学研究总院北京开采研究所 | Tunnelling hydraulic support with anchoring-bolts hole mechanism |
| RU2193665C2 (en) * | 2001-02-08 | 2002-11-27 | Южно-Российский государственный технический университет (Новочеркасский политехнический институт) | Powered support |
| CN101046151A (en) * | 2006-03-29 | 2007-10-03 | 三一重型装备有限公司 | Integrated tunnelling and anchoring machine |
| CN102128040A (en) * | 2011-01-18 | 2011-07-20 | 阜新工大科技发展有限公司 | Hydraulic striding-type advanced-support equipment |
| CN102220873A (en) * | 2011-05-12 | 2011-10-19 | 山西潞安环保能源开发股份有限公司常村煤矿 | Walking type anchor protecting all-in-one machine of front and rear gantry frame |
| CN202946178U (en) * | 2012-11-18 | 2013-05-22 | 山东兖煤精益机电设备有限公司 | Entire roadway anchor protection all-in-one machine |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109538264A (en) * | 2019-01-10 | 2019-03-29 | 江苏中贵重工有限公司 | A kind of suspension device |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: Acer Road 273500 Shandong city of Jining province Zoucheng City Industrial Park, No. 118 Applicant after: Shandong Yanmei Panthers Mining Equipment Co., Ltd. Address before: Acer Road 273500 Shandong city of Jining province Zoucheng City Industrial Park, No. 118 Applicant before: Shandong Yanmei Jingyi Mechanical & Electronic Equipment Co., Ltd. |
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| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: SHANDONG YANMEI ELECTROMECHANICAL EQUIPMENT CO., LTD. TO: SHANDONG YANMEIHEIBAO MINING MACHINERY CO., LTD. |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130206 |