CN110094219A - A kind of list column unit erosion control lame advanced supporting hydraulic support - Google Patents

A kind of list column unit erosion control lame advanced supporting hydraulic support Download PDF

Info

Publication number
CN110094219A
CN110094219A CN201910357041.9A CN201910357041A CN110094219A CN 110094219 A CN110094219 A CN 110094219A CN 201910357041 A CN201910357041 A CN 201910357041A CN 110094219 A CN110094219 A CN 110094219A
Authority
CN
China
Prior art keywords
pedestal
stabilizer sleeve
erosion control
sleeve
hydraulic support
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
CN201910357041.9A
Other languages
Chinese (zh)
Inventor
陈志才
杨常青
胡袁朋霏
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.)
Beijing Huachuang Kuang'an Technology Co Ltd
Hebei Chengtian Hengye Coal Mine Equipment Co Ltd
BEIJING CHENTIAN-HENGYE COLLERY EQUIPMENT Co Ltd
Original Assignee
Beijing Huachuang Kuang'an Technology Co Ltd
Hebei Chengtian Hengye Coal Mine Equipment Co Ltd
BEIJING CHENTIAN-HENGYE COLLERY EQUIPMENT Co Ltd
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 Beijing Huachuang Kuang'an Technology Co Ltd, Hebei Chengtian Hengye Coal Mine Equipment Co Ltd, BEIJING CHENTIAN-HENGYE COLLERY EQUIPMENT Co Ltd filed Critical Beijing Huachuang Kuang'an Technology Co Ltd
Priority to CN201910357041.9A priority Critical patent/CN110094219A/en
Publication of CN110094219A publication Critical patent/CN110094219A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/14Telescopic props
    • E21D15/44Hydraulic, pneumatic, or hydraulic-pneumatic props
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/50Component parts or details of props
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/50Component parts or details of props
    • E21D15/54Details of the ends of props
    • E21D15/55Details of the ends of props of prop heads or feet

Abstract

The invention discloses a kind of single column erosion control lame advanced supporting hydraulic supports, including pedestal, stabilizer sleeve, hydraulic vertical prop and top cover, the lower end of the stabilizer sleeve is perpendicularly fixed on the pedestal, the lower part of the hydraulic vertical prop is set to the inside of the stabilizer sleeve, upper part stretches out the upper end of the stabilizer sleeve, the top cover is set to the upper end of the hydraulic vertical prop, and the hydraulic vertical prop is for driving the top cover to move up and down.The present invention passes through the hydraulic vertical prop being arranged in stabilizer sleeve and top cover realization is driven to move up and down, since stabilizer sleeve is vertically fixed on pedestal, the lower part of hydraulic vertical prop is set to the inside of stabilizer sleeve, upper part is connect after stretching out stabilizer sleeve upper end with top cover, here stabilizer sleeve plays many guiding roles to the flexible of hydraulic vertical prop, play the role of Auxiliary support simultaneously, the firm performance of joint base, effective guarantee is provided for stope both ends lame advanced supporting, while the bracket is also used as the tunnel permanent support of bump mine to use.

Description

A kind of list column unit erosion control lame advanced supporting hydraulic support
Technical field
The present invention relates to coal-mine hydraulic support technical fields, and in particular to a kind of list column unit erosion control tunnel is propped up in advance Hydraulic support is protected, two lane advance support of stope and tunnel permanent support are applied to.
Background technique
Using the mine of pit mining, tunnel is the important component of production system, is responsible for transport, ventilation, pedestrian Etc. multiple functions, safeguard tunnel is safely and effectively the important process of each mine.For mine roadway support, at present in industry The mode generallyd use has the supporting of anchor shaft anchor cable class, single-column to add the supporting of π beam, leading chock for drift supporting.But existing advanced branch Phenomena such as frame payes attention to deficiency to the supporting of bottom plate and lateral wall mainly both for roof timbering, and pucking, lateral wall are prominent Chang Youfa It is raw, normal shaft production and safety are affected greatly.Particularly with the mine for having bump, since bottom supports Relatively small, bracket, it is easy to appear unstability and the phenomenon that fail, influences normally to produce, or even make under the action of dynamic loading At weight huge economic loss.In addition, the second level or third level supporting of the leading chock for drift usually as tunnel, theoretically should The integrality for guaranteeing previous stage supporting as far as possible, especially protects the validity of anchor shaft anchor cable, when bracket and anchor pole or cable support When overlapping, existing bracket does not account for the problem of hiding of anchor shaft anchor cable, and when support is easy to that anchor shaft anchor cable is destroyed and caused Supporting failure, greatly reduces the supporting performance in tunnel.
Summary of the invention
The technical issues of for existing stent applications when with the presence of the mine of bump, provides a kind of single column unit Erosion control lame advanced supporting hydraulic support is stope both ends lame advanced supporting, provides effective guarantee, while the bracket Also it is used as the tunnel permanent support of bump mine.
Used technical solution is as follows:
A kind of list column erosion control lame advanced supporting hydraulic support, including pedestal, stabilizer sleeve, hydraulic vertical prop and top cover, The lower end of the stabilizer sleeve is perpendicularly fixed on the pedestal, and the lower part of the hydraulic vertical prop is set to the stabilizer sleeve Inside, upper part stretch out the upper end of the stabilizer sleeve, and the top cover is set to the upper end of the hydraulic vertical prop, the hydraulic vertical Column is for driving the top cover to move up and down.
Further, the pedestal is equipped at least one overturn-preventing pedestal being hinged with the pedestal.
Preferably, be additionally provided with overturning jack on the overturn-preventing pedestal, the both ends of the overturning jack respectively with institute The stabilizer sleeve and overturn-preventing pedestal stated are formed hingedly, and the overturning jack is opposite by the flexible driving overturn-preventing pedestal In the base turning.
It is further preferred that an also hinged first connecting rod, the lateral surface of the stabilizer sleeve on each overturn-preventing pedestal A upper also hinged second connecting rod, the first connecting rod is hinged by connecting shaft with second connecting rod, one end of the overturning jack It is articulated in the stabilizer sleeve, the other end and the connecting shaft form rotation hingedly.
Further, at least side of the stabilizer sleeve is equipped with side guard plate, the lower end of the side guard plate and the bottom Seat is hinged, and upper part is connect with the stabilizer sleeve.
Or it is further, the stabilizer sleeve is rectangular stabilizer sleeve structure, and one side is equipped with side guard plate, the side shield The lower end of plate and the pedestal are hinged, and the lateral surface of upper part and the stabilizer sleeve is hinged, with the stabilizer sleeve remaining An overturn-preventing pedestal is respectively articulated on the corresponding pedestal in three sides.
Preferably, it is connected between the top of the side guard plate and the stabilizer sleeve by wall supporting jack.
It is highly preferred that erosion control device is additionally provided between the side guard plate and the stabilizer sleeve, the wall supporting jack setting In the lower section of the erosion control device.
The hydraulic vertical prop lower end is equipped with energy-absorbing erosion control device, and the support force of the energy-absorbing erosion control device is greater than hydraulic vertical prop 3 Yield load.
It is equipped at intervals with multiple strips on the top cover and hides through-hole.
Technical solution of the present invention has the advantages that
A. the present invention drives top cover realization to move up and down by the hydraulic vertical prop being arranged in stabilizer sleeve, due to stabilizer Cylinder is vertically fixed on pedestal, and the lower part of hydraulic vertical prop is set to the inside of stabilizer sleeve, and upper part stretches out stabilizer sleeve upper end It is connect afterwards with top cover, stabilizer sleeve here plays stabilization to hydraulic vertical prop, and the firm performance of joint base is mine lane Road supporting provides effective guarantee, while the bracket also can be used as the tunnel permanent support use of bump mine.
B. turnover overturn-preventing pedestal is arranged in pedestal surrounding in the present invention.When bracket supports, overturn-preventing pedestal is opened simultaneously Contact base plate increases bracket integrally to the bearing area of bottom plate, substantially increases the stability of bracket, can effectively prevent entire Protective stent is toppled over.
C. the present invention can also connect the side guard plate of anti-side side impact, when lateral impact occurs in tunnel, side on pedestal Backplate can protect the staff in tunnel and equipment safety to protecting on the inside of tunnel.
D. the structure that can be overturn is made in overturn-preventing pedestal by the present invention, can overturn jack by driving when carrying Overturn-preventing pedestal is folded up, smaller transport space is made it have, convenient transportation is led to when placing it on working face The driving overturn-preventing pedestal expansion of overturning jack is crossed, overturn-preventing pedestal increases river bottom protection area, and floor lift control deforms and enhances branch Frame stability prevents whole topple.
E. the present invention is equipped with one or more erosion control devices between side guard plate and the lateral surface of stabilizer sleeve, and erosion control device etc. is inhaled Energy erosion control component can effectively absorb the energy discharged when bump occurs, and since energy is huge, erosion control device can buffer side Generated impact force effectively reduces damage and personal injury to tunnel and equipment.Multiple length are equipped with also on top cover simultaneously Hole makes it avoid the obstacles such as anchor pole on former retaining-plate, anchor cable exposed end portion, reduces to former supporting by rotating top cover It destroys, ensure that the balance of bracket support state.
Detailed description of the invention
It, below will be to needed in specific embodiment in order to illustrate more clearly of the specific embodiment of the invention Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is some embodiments of the present invention, for this field For those of ordinary skill, without creative efforts, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the advanced hydraulic prop main view in tunnel shown in the present invention;
Fig. 2 is the structure left view shown in Fig. 1;
Fig. 3 is schematic perspective view provided by the present invention.
Description of symbols:
1- pedestal;2- stabilizer sleeve
3- hydraulic vertical prop
31- hydraulic cylinder, 32- piston rod, 33- universal joint
4- top cover
41- hides through-hole
5- side guard plate;6- overturn-preventing pedestal;7- erosion control device;8- overturns jack;
9- first connecting rod;10- second connecting rod;20- connecting shaft;30- wall supporting jack.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
As shown in Figure 1, Figure 2 and Figure 3, the present invention provides a kind of single column erosion control lame advanced supporting hydraulic supports, surely The lower end for determining sleeve 2 is perpendicularly fixed on pedestal 1, and the lower part of hydraulic vertical prop 3 is set to the inside of stabilizer sleeve 2, and upper part is stretched The upper end of stabilizer sleeve 2 out, top cover 4 are set to the upper end of hydraulic vertical prop 3, and hydraulic vertical prop 3 is for driving top cover 4 to move up and down.
The present invention passes through the hydraulic vertical prop 3 being arranged in stabilizer sleeve 2 and the realization of top cover 4 is driven to move up and down, due to stabilization Sleeve 2 is vertically fixed on pedestal 1, and the lower part of hydraulic vertical prop 3 is set to the inside of stabilizer sleeve 2, and upper part stretches out stabilizer Cylinder is connect behind 2 upper ends with top cover 4, and stabilizer sleeve 2 here plays guiding role to the flexible of hydraulic vertical prop 3, while being played steady Gu effect, the firm performance of joint base 1 provide effective guarantee, while the branch for stope both ends lame advanced supporting Frame is also used as the tunnel permanent support of bump mine to use.
In order to improve the firm performance of hydraulic support, the present invention is equipped with what at least one was hinged with pedestal 1 on pedestal 1 Overturn-preventing pedestal 6 is formed the lateral surface of one end of overturn-preventing pedestal 6 and pedestal 1 hingedly in Fig. 1, naturally it is also possible to by anti-dumping One entirety of formation between pedestal 6 and pedestal 1 is covered, overturning jack 8 is equipped on overturn-preventing pedestal 6, overturns the both ends of jack 8 It is formed respectively with stabilizer sleeve 2 and overturn-preventing pedestal 6 hingedly, overturning jack 8 is for driving overturn-preventing pedestal 6 by plumbness The state that rotation fits to the bottom plate with tunnel, or by rotating with the state that roadway floor fits to plumbness, may be used also To set different angle states for overturn-preventing pedestal 6.It is further preferred also hinged one first on each overturn-preventing pedestal 6 Connecting rod 9, an also hinged second connecting rod 10 on the lateral surface of stabilizer sleeve 2, the end of first connecting rod 9 and the end of second connecting rod 10 Portion is hinged by connecting shaft 20, and one end of overturning jack 8 is articulated with the lateral surface of stabilizer sleeve 2, the other end and connecting shaft 20 to form rotation hinged, and when overturning jack 8 and stretching out, overturn-preventing pedestal 6 turns to, at this time entire branch concordant with 1 bottom surface of pedestal River bottom protection area increases, and stability enhancing, overturn-preventing pedestal 6 also acts as anti-pedestal 1 to press percussion.When overturning jack 9 is received Hui Shi, overturn-preventing pedestal 5 turn to vertical state, and entire supporting or so occupied space reduces at this time, facilitate carrying.Here anti-dumping Covering pedestal 6 is preferably body structure.
In addition, the present invention also the side of stabilizer sleeve 2 be equipped be arranged at least one side guard plate 5, the lower end of side guard plate 5 with Pedestal 1 is hinged, and upper part is connect with the lateral surface of stabilizer sleeve 2.As shown in figure 3, stabilizer sleeve 2 is preferably rectangular stabilizer sleeve Structure, one side are equipped with side guard plate 5, and the lower end of side guard plate 5 and pedestal 1 are hinged, and the lateral surface of upper part and stabilizer sleeve 2 is cut with scissors It connects, is respectively articulated with an overturn-preventing pedestal 6, overturn-preventing pedestal 6 on pedestal 1 corresponding with its excess-three side of stabilizer sleeve 2 Bottom surface be in contact with the bottom plate in tunnel.When lateral impact occurs in tunnel, side guard plate can be protected not operation side, Protect the staff in tunnel and equipment safety.
Here be preferably additionally provided with erosion control device 7 between side guard plate 5 and the lateral surface of stabilizer sleeve 2, stabilizer sleeve 2 remaining The outer fix of three sides is respectively equipped with an overturn-preventing pedestal 6, erosion control device 7 can be distributed with it is multiple, here not to erosion control device Quantity limited.When bump occurs, the erosion control device 7 between side guard plate 5 and stabilizer sleeve 2 can to punching press be pressed Generated enormous impact force plays good buffer function, and side guard plate effectively stops side portion's bastard coal to pour in tunnel, avoids tunnel Blocking suddenly occurs, has striven for the more time to rescue work.Meanwhile in order to adjust reasonable work shape when side guard plate wall supporting State is additionally provided with wall supporting jack 30 between side guard plate 5 and stabilizer sleeve 2, and wall supporting jack 30 is preferably disposed on erosion control device 7 Lower section, and the both ends of wall supporting jack 30 are hinged with side guard plate 5 and stabilizer sleeve 2 respectively.Here side guard plate is preferably cabinet Structure, 5 height of side guard plate are more than or equal to the height of stabilizer sleeve 2, and the width of side guard plate 5 is more than or equal between the two sides of pedestal 1 Away from.
In order to hide the obstacles such as anchor pole on former retaining-plate, anchor cable exposed end portion, the destruction to former supporting is reduced, is guaranteed The balance of bracket support state, is equipped at intervals on top cover 4 and hides through-hole 41 for multiple, the present invention is preferably multiple to hide Keeping away through-hole 41 is strip pore structure.
In addition, hydraulic vertical prop 3 of the present invention includes vertical hydraulic cylinder body 31 and piston rod 32, hydraulic cylinder 31 is solid Due to the inside of stabilizer sleeve 2, the end of piston rod 32 can be equipped with universal joint 33, the lower end of universal joint 33 and top cover 4 Face connection, universal joint 33 here is the prior art, and the end of top cover 4 Yu piston rod 32 is connected to by universal joint 33, Allow top cover 4 to rotate or swing, so that strip hole be allow to be located at top plate suitable position, avoids the anchor on former retaining-plate The exposed parts such as bar, anchor cable avoid top cover and directly carry out directly contacting damage top plate with these exposed parts.
By that can avoid the header field with strip hole of anchor pole (rope) in the increase of common lame advanced supporting part, resist The side guard plate part of lateral wall impact, the overturn-preventing base portion of anti-bottom plate impact, the energy-absorbing erosion control device part with flush-prevention function, The ability for resisting bump in tunnel is substantially increased, the bracket support security capabilities in tunnel is greatly improved.
Obviously, the above embodiments are merely examples for clarifying the description, and does not limit the embodiments.It is right For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of variation or It changes.There is no necessity and possibility to exhaust all the enbodiments.And it is extended from this it is obvious variation or Variation is still in the protection scope of this invention.

Claims (10)

1. a kind of list column erosion control lame advanced supporting hydraulic support, which is characterized in that including pedestal (1), stabilizer sleeve (2), The lower end of hydraulic vertical prop (3) and top cover (4), the stabilizer sleeve (2) is perpendicularly fixed on the pedestal (1), the hydraulic vertical The lower part of column (3) is set to the inside of the stabilizer sleeve (2), and upper part stretches out the upper end of the stabilizer sleeve (2), the top Lid (4) is set to the upper end of the hydraulic vertical prop (3), and the hydraulic vertical prop (3) is for driving the top cover (4) to move up and down.
2. list column erosion control lame advanced supporting hydraulic support according to claim 1, which is characterized in that on the pedestal The overturn-preventing pedestal (6) being hinged equipped at least one with the pedestal (1).
3. list column erosion control lame advanced supporting hydraulic support according to claim 2, which is characterized in that the overturn-preventing Be additionally provided with overturning jack (8) on pedestal (6), the both ends of overturning jack (8) respectively with the stabilizer sleeve (2) and Overturn-preventing pedestal (6) is formed hingedly, and the overturning jack (8) is by the flexible driving overturn-preventing pedestal (6) relative to institute State pedestal (1) overturning.
4. list column erosion control lame advanced supporting hydraulic support according to claim 3, which is characterized in that each anti-dumping Cover an also hinged first connecting rod (9) on pedestal (6), an also hinged second connecting rod (10) on the lateral surface of the stabilizer sleeve (2), The first connecting rod (9) and second connecting rod (10) pass through connecting shaft (20) hingedly, and one end of overturning jack (8) is articulated with On the stabilizer sleeve (2), the other end and the connecting shaft (20) form rotation hingedly.
5. list column erosion control lame advanced supporting hydraulic support according to claim 1 or 2, which is characterized in that described steady At least side for determining sleeve (2) is equipped with side guard plate (5), the lower end of the side guard plate (5) and the pedestal (1) hingedly, upper part It is connect with the stabilizer sleeve (2).
6. list column erosion control lame advanced supporting hydraulic support according to claim 1 or 2, which is characterized in that described steady Determining sleeve (2) is rectangular stabilizer sleeve structure, and one side is equipped with side guard plate (5), the lower end of the side guard plate (5) and the pedestal (1) hingedly, the lateral surface of upper part and the stabilizer sleeve (2) is hinged, its excess-three side phase with the stabilizer sleeve (2) An overturn-preventing pedestal (6) is respectively articulated on the corresponding pedestal (1).
7. list column erosion control lame advanced supporting hydraulic support according to claim 6, which is characterized in that the side guard plate (5) it is connect between top and the stabilizer sleeve (2) by wall supporting jack (30).
8. list column erosion control lame advanced supporting hydraulic support according to claim 7, which is characterized in that the side guard plate (5) it is additionally provided between the stabilizer sleeve (2) erosion control device (7), the wall supporting jack (30) is set to the erosion control device (7) Lower section.
9. list column erosion control lame advanced supporting hydraulic support according to claim 1, which is characterized in that the hydraulic vertical Column (3) lower end is equipped with energy-absorbing erosion control device, and the support force of the energy-absorbing erosion control device is greater than the yield load of hydraulic vertical prop (3).
10. list column erosion control lame advanced supporting hydraulic support according to claim 1, which is characterized in that the top cover (4) it is equipped at intervals with multiple strips on and hides through-hole (41).
CN201910357041.9A 2019-04-29 2019-04-29 A kind of list column unit erosion control lame advanced supporting hydraulic support Pending CN110094219A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910357041.9A CN110094219A (en) 2019-04-29 2019-04-29 A kind of list column unit erosion control lame advanced supporting hydraulic support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910357041.9A CN110094219A (en) 2019-04-29 2019-04-29 A kind of list column unit erosion control lame advanced supporting hydraulic support

Publications (1)

Publication Number Publication Date
CN110094219A true CN110094219A (en) 2019-08-06

Family

ID=67446559

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910357041.9A Pending CN110094219A (en) 2019-04-29 2019-04-29 A kind of list column unit erosion control lame advanced supporting hydraulic support

Country Status (1)

Country Link
CN (1) CN110094219A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809625A (en) * 2020-08-18 2020-10-23 山东建筑大学 Gravity type anchor rod static pressure pile support and use method
CN112595480A (en) * 2020-12-07 2021-04-02 中国矿业大学 Roadway hydraulic energy-absorbing support analog simulation experiment device
CN113202521A (en) * 2021-06-16 2021-08-03 中国矿业大学 Vertical column type energy-absorbing support simulation experiment device and method capable of adjusting pretightening force
CN115341543A (en) * 2022-08-19 2022-11-15 广州市胜特建筑科技开发有限公司 Semi-automatic pile pressing mechanism of hole leading type static pile pressing machine

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201265425Y (en) * 2008-10-14 2009-07-01 鸡西市恒凯矿山机械制造有限公司 Mining advanced stand
CN103410517A (en) * 2013-07-05 2013-11-27 中国煤炭科工集团太原研究院 Fast driving stepping self-moving rubber belt conveyor tail supporting device
CN203463118U (en) * 2013-08-29 2014-03-05 郑州煤矿机械集团股份有限公司 Shock-resisting stretchable vertical column for hydraulic bracket
CN204344148U (en) * 2014-09-24 2015-05-20 山东塔高矿业机械装备制造有限公司 A kind of hydraulic test
WO2017063370A1 (en) * 2015-10-12 2017-04-20 山东科技大学 Self-moving hydraulic end-face support based on parallel mechanism and application thereof
CN207879368U (en) * 2018-02-12 2018-09-18 辽宁工程技术大学 A kind of automatic moving type erosion control alley hydraulic support
CN208024378U (en) * 2017-12-14 2018-10-30 山东能源重装集团鲁南装备制造有限公司 A kind of hydraulic support top beam
CN109098745A (en) * 2018-10-10 2018-12-28 郑州煤矿机械集团股份有限公司 For recycling the anti-down mechanism of shift-forward type advance timbering
CN210509232U (en) * 2019-04-29 2020-05-12 北京诚田恒业煤矿设备有限公司 Single-upright-column anti-impact roadway advanced support hydraulic support

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201265425Y (en) * 2008-10-14 2009-07-01 鸡西市恒凯矿山机械制造有限公司 Mining advanced stand
CN103410517A (en) * 2013-07-05 2013-11-27 中国煤炭科工集团太原研究院 Fast driving stepping self-moving rubber belt conveyor tail supporting device
CN203463118U (en) * 2013-08-29 2014-03-05 郑州煤矿机械集团股份有限公司 Shock-resisting stretchable vertical column for hydraulic bracket
CN204344148U (en) * 2014-09-24 2015-05-20 山东塔高矿业机械装备制造有限公司 A kind of hydraulic test
WO2017063370A1 (en) * 2015-10-12 2017-04-20 山东科技大学 Self-moving hydraulic end-face support based on parallel mechanism and application thereof
CN208024378U (en) * 2017-12-14 2018-10-30 山东能源重装集团鲁南装备制造有限公司 A kind of hydraulic support top beam
CN207879368U (en) * 2018-02-12 2018-09-18 辽宁工程技术大学 A kind of automatic moving type erosion control alley hydraulic support
CN109098745A (en) * 2018-10-10 2018-12-28 郑州煤矿机械集团股份有限公司 For recycling the anti-down mechanism of shift-forward type advance timbering
CN210509232U (en) * 2019-04-29 2020-05-12 北京诚田恒业煤矿设备有限公司 Single-upright-column anti-impact roadway advanced support hydraulic support

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809625A (en) * 2020-08-18 2020-10-23 山东建筑大学 Gravity type anchor rod static pressure pile support and use method
CN112595480A (en) * 2020-12-07 2021-04-02 中国矿业大学 Roadway hydraulic energy-absorbing support analog simulation experiment device
CN112595480B (en) * 2020-12-07 2021-08-24 中国矿业大学 Roadway hydraulic energy-absorbing support analog simulation experiment device
CN113202521A (en) * 2021-06-16 2021-08-03 中国矿业大学 Vertical column type energy-absorbing support simulation experiment device and method capable of adjusting pretightening force
CN115341543A (en) * 2022-08-19 2022-11-15 广州市胜特建筑科技开发有限公司 Semi-automatic pile pressing mechanism of hole leading type static pile pressing machine
CN115341543B (en) * 2022-08-19 2024-01-30 广州市胜特建筑科技开发有限公司 Semi-automatic pile pressing mechanism of hole guiding type static pile pressing machine

Similar Documents

Publication Publication Date Title
CN110094219A (en) A kind of list column unit erosion control lame advanced supporting hydraulic support
CN103758543B (en) Foreset device
CN110284916B (en) Scour protection tunnel hydraulic support unit and hydraulic support
CN105256718B (en) Modularity multi-directional deflection retractor device and bridge
CN110094220A (en) A kind of mining two columns guide rod type erosion control tunnel advanced hydraulic support
CN108894811B (en) Open-air side slope coal mining crawler walking cave mouth protection ceiling
CN106761860B (en) A kind of roadway support equipment
CN111734463A (en) Energy-absorbing and impact-preventing combined supporting equipment for arch roadway
CN105544384B (en) Modularization multi-directional deflection cover-plate type retractor device and bridge
CN107351984A (en) A kind of traveler boarding bridge cab apron and the boarding bridge comprising the cab apron
CN206129303U (en) Great mining height rib wall caving reinforcing apparatus
CN203879517U (en) Hydraulic support
CN110094222A (en) A kind of advanced hydraulic prop in underground mine use double-guide-bar type erosion control tunnel
CN201851142U (en) Large-tilt-angle hydraulic support
CN210396784U (en) Colliery is advanced hydraulic support in scour protection tunnel in pit
CN111877198A (en) Anti-overturning steel shed tunnel structure
CN210509232U (en) Single-upright-column anti-impact roadway advanced support hydraulic support
CN218206761U (en) A advance support device for soft rock top bottom plate
US5178494A (en) Roof support for underground excavations such as coal mines
CN206693057U (en) Bridge construction jacking apparatus
CN210178386U (en) Mining two-column guide rod type anti-impact roadway advanced hydraulic support
CN203702189U (en) Temporary forepoling device
CN104695995A (en) Novel air return way advance support
CN205422783U (en) Combine and adopt working face supporting device and face -end support thereof
CN216553985U (en) High-strength light-weight forepoling

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination