EP2366059A1 - Verfahren zur einstellung einer automatischen niveausteuerung des hobels in hobelbetrieben des steinkohlenbergbaus - Google Patents
Verfahren zur einstellung einer automatischen niveausteuerung des hobels in hobelbetrieben des steinkohlenbergbausInfo
- Publication number
- EP2366059A1 EP2366059A1 EP09802108A EP09802108A EP2366059A1 EP 2366059 A1 EP2366059 A1 EP 2366059A1 EP 09802108 A EP09802108 A EP 09802108A EP 09802108 A EP09802108 A EP 09802108A EP 2366059 A1 EP2366059 A1 EP 2366059A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- control
- height
- longwall
- planing
- planer
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 39
- 239000003245 coal Substances 0.000 title claims description 13
- 238000005065 mining Methods 0.000 title claims description 10
- 230000033001 locomotion Effects 0.000 claims abstract description 27
- 230000008859 change Effects 0.000 claims abstract description 20
- 230000009194 climbing Effects 0.000 claims abstract description 20
- 230000000694 effects Effects 0.000 claims abstract description 10
- 230000007935 neutral effect Effects 0.000 claims abstract description 6
- 230000015556 catabolic process Effects 0.000 claims description 16
- 238000006731 degradation reaction Methods 0.000 claims description 16
- 230000009189 diving Effects 0.000 claims description 12
- 238000007598 dipping method Methods 0.000 claims description 10
- 238000001514 detection method Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims description 2
- 238000013517 stratification Methods 0.000 claims description 2
- 238000011217 control strategy Methods 0.000 description 4
- 238000000605 extraction Methods 0.000 description 4
- 238000004364 calculation method Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 208000028755 loss of height Diseases 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005294 ferromagnetic effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000001404 mediated effect Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
- E21D23/03—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor having protective means, e.g. shields, for preventing or impeding entry of loose material into the working space or support
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C35/00—Details of, or accessories for, machines for slitting or completely freeing the mineral from the seam, not provided for in groups E21C25/00 - E21C33/00, E21C37/00 or E21C39/00
- E21C35/08—Guiding the machine
- E21C35/12—Guiding the machine along a conveyor for the cut material
- E21C35/125—Means for inclining the conveyor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C35/00—Details of, or accessories for, machines for slitting or completely freeing the mineral from the seam, not provided for in groups E21C25/00 - E21C33/00, E21C37/00 or E21C39/00
- E21C35/24—Remote control specially adapted for machines for slitting or completely freeing the mineral
Definitions
- the invention relates to a method for adjusting an automatic level control of the planer in a hydraulic shield removal and with a planing on a trained planing leading thereto longwall mining Streb nowadaysen in underground coal mining, the Streb junker including the guided planer in its position in the mining direction on a can be changed on the shield extension supporting boom control and by means of the boom control a control angle for adjusting the movement of the planer in the direction of degradation as climbing, diving or neutral motion is adjustable.
- the equipped with chisels planer has an adjustment-related fixed cutting height and a relatively small depth of cut in the order of about 60mm, so that in contrast to a cutting extraction, the cutting height is certainly not variable during a planing pull along the face front.
- a level control of the planer is arranged on a between the longwall conveyor as a solid guide for the planer and the attached shield shielding arranged control cylinder as a so-called boom control.
- this Strebö réelle is defined by the distance between Hangendkappe and Bodenkufe of the respective shield frame in the region of the track.
- this Strebö réelle is defined by the distance between Hangendkappe and Bodenkufe of the respective shield frame in the region of the track.
- this method is in its statement fraught with uncertainties or requires corresponding delays in a possibly necessary regulation, because a reasonably safe statement about the cut from the plane material only after a few planks, ie after some, usually about five Passing by at a shield stand is to meet.
- the invention is therefore based on the object to provide a method of the type mentioned in which an automation of planing and finishing work in terms of producing a defined Strebö réelle and / or the leadership of the Streb joses on the prone horizon is possible in all operating conditions of the longwall ,
- the invention provides a method in which, for each planing pull, the depth of cut and the control angle detected as the difference angle between the inclination of the hanging end cap of the shield extension and the inclination of the longwall conveyor in the direction of dismantling are calculated and in a computer unit the resulting desired height change per planing pull is calculated in that in the computer unit each stripping train corresponding Streblage Strebageders a Streb doubt is assigned as a plan height, and wherein upon reaching the respective Streblage by a lagging behind the planter with a time delay Schildausbaugestell the shield construction, the actual height of the strut on the basis of is calculated by tilt sensors mounted on the shield support frame and compared with the stored plan height, and wherein a height difference value between plan height and actual height determined for the respective strut layer is in the sense of a self temper cement
- the procedure according to the invention initially assumes that, depending on the depth of cut of the planer with each planing pull, a change in the height of the reach results over the unchanged or consistently assumed hanging wall horizon fixed by the hanging wall end cap of each shield support frame.
- a setting of the planer via the control angle thus leads to an increase in the height of the strut, and a climbing of the planer leads to a reduction in the height of the strut.
- the plan height is not reached in practice, but rather results in a lower actual height of the strut, the present invention Reaching the respective Streblage is determined by the lagging behind the planer with a time delay.
- the actual height is calculated on the basis of values taken by tilt sensors attached to the shield frame; However, the detection of the required values and the calculation method itself are not the subject of this invention.
- the height difference value to be compensated for compliance with the desired height of the strut between the plan height and the actual height in the adjustment of the control angle is already taken into account, for example, to achieve a certain height change in terms of compliance with the target height of the strut is set larger or smaller by a control cycle consisting of a plurality of plow trains by an angle amount corresponding to the ascertained height difference value, so that the actual height of the strut reached in each case corresponds to the desired height dimension.
- the time delay necessarily given by the checking of the actual height of the strut on the longwall delay track following the planer with a time delay can be shortened so that a correspondingly large control loop is established.
- the inclination of the longwall conveyor is namely to detect immediately after each control process with respect to the control angle and can already be used as a first correction value for the level control.
- the respective control angle given by the computer unit is set in relation to the height difference value resulting from the planing pull, and the limit control angle of a reflection area determined within the self-learning effect is stored in the computer unit, within each case Applicable, even different control angle produce no changes in height in the strut height, so that the influence of a greater strength than the carbon strength having recumbents is taken into account in the sense of boundary layer detection or a boundary layer-guided Hobeins. If despite a control angle set to dive on the boom control by the plow trains no change in the reach height occurs, it is clear that the planer moves in prone contact, the hard lying but prevents penetration of the planer with a dipping motion.
- the computer unit can identify the reflection area as a controller.
- a climbing movement or a submerged movement of the plane is necessary when setting one to achieve a desired height of the strut effecting control angle takes into account the size of the respective valid reflection range and the control angle is set to bring about the climbing or dipping movement with a lying outside the reflection range value.
- a characteristic map for the ratio of control angle and height difference value that is matched to the set bottom tool position and learned via the previous offset is called up relative to one another. If such a map is not stored in the computer unit, the controller must first develop a map adapted to the new bottom tool position during the subsequent planing trains.
- an automatic passage of saddles and troughs is possible by determining the course of troughs and / or saddles in the degradation direction according to an embodiment of the invention on the determination of the slope of the hanging wall of the shield extension in the direction of degradation and in the computer unit an adaptation of Sectional track of the planer is set parallel to Hangendverlauf and a the radius corresponding to the trough or saddle curve corresponding additional height containing adjusted desired height of the strut is made by adjusting the control angle of the planing level control. If the controller detects a decrease in the radius of the trough or saddle curvature, the additional height calculated is withdrawn again.
- the continuous detection of changes in the height of the shield extension point indicates the convergence that has occurred in each case, as far as a loss of height is determined on the shield support frame during planing work, ie when the shield extension is stopped.
- the height of the shield extension determined by both continuous planing to planing pull and at standstill of the strut the respective incoming convergence and continuously taken into account by adjusting the height difference value to be used for setting the control angle of planing level control becomes.
- An occurred loss of height must be achieved by increasing the control angle to achieve or maintain the desired target height and thus by a Magnification of the plan or actual height set by the planing work can be compensated again.
- the longwall opening can be selectively increased by increasing the control angle and thus increasing the height difference value so that despite a convergence occurring at the weekend at the beginning of the week, the desired height of the strut for restarting the strut is available.
- an embodiment of the invention provides that when a occurred during a standstill of the strut sole elevation detects the change in the inclination of the longwall conveyor at standstill of the planer and recalculated before the planing work required to achieve the desired height of the strut control angle.
- a plurality of shield extension points and associated boom cylinders of the boom control are combined to form a group-controllable group.
- each shield support frame has a different device tolerance in the establishment of tilt sensors attached to it, a fully parallel mechanical alignment of the inclination sensors is not possible for shield mounting rack.
- a fully parallel mechanical alignment of the inclination sensors is not possible for shield mounting rack.
- the individual Shield Rack Failure to detect the control angle as the difference between the slope of the hanging wall and the slope of the longwall conveyor.
- control technically connected groups of shielding outstations applicable to the adjacent groups control angle are balanced such that to avoid mechanical overuse of the compounds preset maximum differences between the control angles which apply to the adjacent groups are not exceeded by the part-channel shots of the longwall conveyor assigned to the groups.
- a group of means of Group control is associated with each associated shield extension points a central, mounted on the longwall inclinometer inclination sensor;
- a plurality of inclination sensors arranged on individual conveyor troughs of the longwall conveyor are arranged within a group of tiling stations coupled to one another by means of a structural control.
- a tilt sensor mounted on the longwall conveyor may be sufficient.
- a tilt sensor unit attached to the longwall conveyor is designed as a twin sensor having two tilt sensors of the same type. This has the advantage that both sensors mutually check the display accuracy within a plausibility field and in case of deviations above a tolerance band can give an error message regarding the display accuracy, whereby a sensor drift can be detected. Another advantage is that in case of failure of a sensor, the second sensor can maintain the function and generate the system of a fault message.
- an attached to the face conveyor tilt sensor unit consists of two similar, with a counter-rotation direction about the measuring axis mounted sensors.
- the opposite in the direction of rotation about the measuring axis sensor arrangement of two similar sensors in differential circuit can be used to compensate for vibration (rotatory) errors of the sensors and significantly attenuate the measured value display, without losing accuracy.
- the average actual angle of the longwall conveyor to vibrate the longwall conveyor can be largely displayed torsional vibration adjusted, since both sensors oscillate with the same frequency and amplitude and is compensated for opposite evaluation in the interference method of the signal superimposed by the oscillation signal component, so that the display angle as much remains at system quiet.
- the hydraulic boom cylinders of the boom control which are supported between the shield extension points and the longwall conveyor, to be hydraulically releasable by means of the piston surface and the annular surface of the latter
- Check valves are hydraulically lockable after reaching their control position, the check valves are connected by means of associated control lines with the associated group control.
- Fig. I a the course of the height development in the longwall when using the
- Fig. 2 is a schematic representation of the ratio of the at
- FIG. 2b shows the subject matter of FIG. 2, taking into account the influence of the bottom chisel position
- FIG. 3 shows the subject of Figure 2 in a soft, a smaller
- FIG. 3a shows the subject of Figure 3 in a representation according to
- FIG. 2a is a diagrammatic representation of FIG. 1a
- Fig. 5 to be set in an automatic level control
- the longwall equipment shown schematically in Figure 1 initially has a shield support frame 10 with a hanging end cap 1 1 and a bottom skid 12; between Bodenkufe 12 and Hangendkappe 1 1 two stamps 13 are attached in a parallel arrangement, of which in Figure 1, only one stamp is recognizable.
- a fracture shield 14 articulated, the structure of such a shield support frame 10 is known, so that it will not be further explained , At least on his hanging end cap 1 1, a tilt sensor 15 is attached; As not further illustrated, 10 more inclination sensors are mounted on the Bodenkufe 12 and on the fracture shield 14 and / or on the fracture shield 14 supporting support arms to the shield support frame. With the aid of the measured values recorded by the tilt sensors, the height of the shield support frame between the hanging end cap 1 1 and the bottom skid 12 can be calculated.
- a longwall conveyor 16 is struck, which has a planing guide 18 with a planer 17 guided thereon on its (non-illustrated) dismantling side (not shown).
- the longwall conveyor 16 with the planer guided thereon 17 is arranged pivotably by means of a boom cylinder 19 relative to the shield support frame 10.
- the Streb couponer 16 with planer 17 is pivoted in the direction of a dipping motion, with a set via the boom cylinder 19 control angle 20, which is a differential angle between the position of the hanging wall 1 1 of the shield support frame 10 and the inclination of the longwall conveyor 16 in the degradation direction.
- the respective inclination of the longwall conveyor 16 can be detected or detected in the direction of dismantling via a tilt sensor 15 attached to the longwall conveyor 16.
- FIG. 1a With the illustration of 17 plow trains in the context of a control cycle, with each plow train a presumed constant cutting depth 21 is achieved, namely for each uphill journey 22 and for each downhill journey 23. Due to an embodiment shown in FIG. For example, set to dive, decreasing predetermined in the second half of the control cycle control angle is determined in the associated computer unit for each planing train 22, 23, the expected plan height of the strut or achievable per planing plan height difference determined on the 17 planer trains of the in Figure I a control cycle is plotted as a curve 24. The respective review of the actually achieved height of the strut leads to a curve, as it is plotted as a curve 25.
- the amount of height difference is designated, which must be cut in order to achieve the desired desired height of the strut.
- the amount 27 corresponds to the actually freely cut height difference in the actual height of the strut, so that a height difference value 28 can be determined as the difference between the amounts 26 and 27 or can be determined by the computer unit.
- the control angle 20 is to be set for the individual ascents and descents 22, 23 of the planer, the control angle must be adjusted by the height difference value 28 by taking into account the height loss between plan height and actual height so that ultimately the actual Height increase 27 corresponds to the required height increase 26.
- the plan height curve 24 resulting from the control angle is to be set so that the actual height curve 25 ends at the amount of the required height difference.
- the controller or the computer unit is able to learn the actual implementation of the plan height in the actual height and to use for the calculation of the control strategy for the following planing trains.
- an excavation progress of, for example, 20 m has to be passed through with manual planing level control, in which the control system learns passively the control behavior for the relevant longwall.
- the automatic planing level control can be put into operation, which further learns the control behavior in the course of the further mining step and continuously optimizes the control strategy.
- control angle 20 in a Strebièrendifferenz for setting or maintaining a desired height of the strut is dependent on the secondary rock conditions, especially in the footwall, because the hanging wall should remain as unscreened as it forms the leadership horizon for the shield extension. If the lying is softer than the coal to be recovered, it is very difficult to maintain a desired longwall height, because the planer without control horizon, so-called “floating" must be controlled in the range of the target height.This requires frequent control interventions, as the Due to the process, this unstable equilibrium in the control requires a large range of variation in the head height, which entails the risks of mountain rescue, coal mining and leaving the adjustment range of the expansion ,
- the horizon can be included as a management level for the planing work, in the sense of a Grenz Mrshobeins.
- a hard lying means that, despite a control angle set to dive, the planer initially does not cut into the recumbent and thus does not set any actual height change, despite the plan height per planing pull resulting from the adjustment of the control angle.
- the lying reflects, so to speak, the Control movements of the planer, which is why the addressed area for the control angle can also be referred to as a reflection area.
- This reflection range with respect to the set control angle extends from a lower limit, which marks the boundary line for climbing the planter, to an upper limit, when exceeded due to the set control angle, the planter overcomes the resistance of the horizontal, cuts into the lying and thus performing an effective dipping motion.
- a lower limit which marks the boundary line for climbing the planter
- an upper limit when exceeded due to the set control angle, the planter overcomes the resistance of the horizontal, cuts into the lying and thus performing an effective dipping motion.
- the effective control angle achieved with regard to the actual height of each planing draft deviates from the set control angle, as shown in FIG. 2, left half.
- the reflection range almost completely disappears despite a control angle set in the reflection range, because control angles set in the reflection range do not cause an actual height difference here.
- the relevant conditions are also recognizable from FIG. 2a with the control characteristic 33 reproduced therein.
- a control angle set between + 3gon and - 3 gon a change in the effective control angle does not take place;
- the control strategy assumes that the control angle is set in the middle of the reflection range upon detection of a reflection range during planing work by the controller or the computer unit in order to have enough flexibility in the implementation of the set control angle in the machine technology, without that the reflection area is left and the planer effectively performs unwanted tilting movements.
- the boom cylinder 35 are each provided with a Einzelabsperrung, so that the boom cylinders 35 are hydraulically lockable after reaching their control position. As can be seen from FIG. 4b, the boom cylinders 35 remain unaffected by the plow passage.
- a control sequence following the planer can be activated, in which the extension of the shield after the planing passage is first moved according to plan.
- the individual control groups of the shield removal point sequentially receive the control order sequentially to set the control angle for the next planing pass and subsequently to carry out no readjustment. This tolerates the possible influence of a control group by the subsequent control group. Occurring deviations in the control angle are included by the computer unit in the future control strategy, the control angle but adjusted after the next planing pass. Due to such a strategy, the control shaft passes through the strut following the planer. An unstable control by feedback effects of adjacent control groups on each other are safely avoided.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Control Of Conveyors (AREA)
- Agricultural Machines (AREA)
- Lifting Devices For Agricultural Implements (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09802108T PL2366059T3 (pl) | 2008-12-17 | 2009-12-11 | Sposób ustawiania automatycznego sterowania poziomem struga przy wybieraniu strugowym w górnictwie węgla kamiennego |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008062381 | 2008-12-17 | ||
PCT/EP2009/008863 WO2010075947A1 (de) | 2008-12-17 | 2009-12-11 | Verfahren zur einstellung einer automatischen niveausteuerung des hobels in hobelbetrieben des steinkohlenbergbaus |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2366059A1 true EP2366059A1 (de) | 2011-09-21 |
EP2366059B1 EP2366059B1 (de) | 2013-03-06 |
Family
ID=41698313
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09802108A Not-in-force EP2366059B1 (de) | 2008-12-17 | 2009-12-11 | Verfahren zur einstellung einer automatischen niveausteuerung des hobels in hobelbetrieben des steinkohlenbergbaus |
Country Status (7)
Country | Link |
---|---|
US (1) | US8562077B2 (de) |
EP (1) | EP2366059B1 (de) |
CN (1) | CN102257243B (de) |
PL (1) | PL2366059T3 (de) |
RU (1) | RU2487995C2 (de) |
UA (1) | UA98900C2 (de) |
WO (1) | WO2010075947A1 (de) |
Families Citing this family (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2247825B1 (de) * | 2008-02-19 | 2014-11-19 | Rag Aktiengesellschaft | Verfahren zur automatischen herstellung einer definierten streböffnung in hobelbetrieben des steinkohlenbergbaus |
PL2739824T3 (pl) | 2011-08-03 | 2019-07-31 | Joy Global Underground Mining Llc | Układ stabilizacji dla maszyny górniczej |
CN102278113B (zh) * | 2011-08-22 | 2013-12-25 | 三一重型装备有限公司 | 一种自动截割控制方法和系统 |
CN102797462B (zh) * | 2012-07-30 | 2014-10-08 | 西安煤矿机械有限公司 | 一种采煤机自动截割控制系统及自动截割控制方法 |
CN103399581B (zh) * | 2013-07-10 | 2015-06-10 | 中国矿业大学 | 一种采煤机滚筒截割路径平整性实时自动调节方法 |
ZA201506069B (en) | 2014-08-28 | 2016-09-28 | Joy Mm Delaware Inc | Horizon monitoring for longwall system |
US9506343B2 (en) | 2014-08-28 | 2016-11-29 | Joy Mm Delaware, Inc. | Pan pitch control in a longwall shearing system |
CN104481534B (zh) * | 2014-11-06 | 2016-08-17 | 中国矿业大学 | 一种采煤机滚筒自动调高系统 |
US9903202B2 (en) | 2015-09-28 | 2018-02-27 | Joy Mm Delaware, Inc. | Shield for sumping frame of mining machine |
US10920588B2 (en) | 2017-06-02 | 2021-02-16 | Joy Global Underground Mining Llc | Adaptive pitch steering in a longwall shearing system |
CN108481330A (zh) * | 2018-06-11 | 2018-09-04 | 浙江国自机器人技术有限公司 | 一种控制机械臂的系统及方法 |
CN108748154A (zh) * | 2018-06-11 | 2018-11-06 | 浙江国自机器人技术有限公司 | 一种标定机械臂的系统及方法 |
US11085295B2 (en) * | 2019-01-24 | 2021-08-10 | Huaneng Tibet Yarlungzangbo River Hydropower Development Investment Co., Ltd. | Tunnel boring robot and remote mobile terminal command system |
CN109838265B (zh) * | 2019-03-18 | 2024-04-02 | 中国矿业大学 | 一种沿空留巷端头支架迁移时保护顶板托盘的装置 |
CN111119885B (zh) * | 2019-12-18 | 2021-09-14 | 宿州市龙兴机械制造有限公司 | 一种便于调节的刨煤刀机构的加工及使用方法 |
CN114439527B (zh) * | 2021-12-16 | 2023-04-28 | 中国矿业大学 | 一种智能固体充填液压支架工况位态表征方法 |
CN114439528A (zh) * | 2021-12-16 | 2022-05-06 | 中国矿业大学 | 一种智能充填液压支架结构干涉自主控制方法 |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1084441A1 (ru) * | 1982-12-10 | 1984-04-07 | Белорусский филиал Всесоюзного научно-исследовательского и проектного института галургии | Способ автоматического управлени комбайном и устройство дл его осуществлени |
SU1221344A1 (ru) * | 1984-10-23 | 1986-03-30 | Ордена Октябрьской Революции И Ордена Трудового Красного Знамени Институт Горного Дела Им.А.А.Скочинского | Способ автоматического управлени в профиле пласта угледобывающими струговыми комплексами и агрегатами фронтального действи |
DE3743758A1 (de) * | 1987-12-23 | 1989-07-13 | Bochumer Eisen Heintzmann | Verfahren zur lenkung der abbaufront |
SU1756557A1 (ru) * | 1990-06-29 | 1992-08-23 | Московский Горный Институт | Способ программного управлени очистным комбайном в профиле пласта |
DE4117732C2 (de) * | 1991-05-30 | 1994-02-03 | Hemscheidt Maschf Hermann | Verfahren zum Abbau von Kohleflözen mit definierter Schnittiefenvorgabe mit Spielausgleich |
US5228751A (en) * | 1991-10-04 | 1993-07-20 | American Mining Electronics, Inc. | Control system for longwall shearer |
DE4414578C2 (de) * | 1994-04-27 | 2003-02-13 | Dbt Gmbh | Vorrichtung zur automatischen Einstellung des Schneidhorizontes einer Bergbau-Gewinnungsanlage |
RU2130553C1 (ru) * | 1996-03-06 | 1999-05-20 | Долинский Аркадий Маркович | Угледобывающий агрегат |
DE102005005869B4 (de) * | 2005-02-09 | 2007-10-04 | Rag Ag | Verfahren zum Steuern einer Gewinnungsmaschine in Betrieben des untertägigen Steinkohlenbergbaus |
DE202005016177U1 (de) * | 2005-10-12 | 2005-12-22 | Dbt Gmbh | Firstmeißelträgerverstellung und Gewinnungshobel hiermit |
CN2869320Y (zh) * | 2005-12-23 | 2007-02-14 | 中煤张家口煤矿机械有限责任公司 | 用于刨煤机刨头的调高装置 |
DE102007060170B4 (de) | 2006-12-30 | 2015-10-15 | Tiefenbach Control Systems Gmbh | Einrichtung zum Kohleabbau im Streb eines Bergwerks |
EP2247825B1 (de) * | 2008-02-19 | 2014-11-19 | Rag Aktiengesellschaft | Verfahren zur automatischen herstellung einer definierten streböffnung in hobelbetrieben des steinkohlenbergbaus |
CN201228546Y (zh) * | 2008-06-27 | 2009-04-29 | 三一重型装备有限公司 | 一种用于刨煤机刨头的调高装置 |
-
2009
- 2009-11-12 UA UAA201107496A patent/UA98900C2/ru unknown
- 2009-12-11 RU RU2011123380/03A patent/RU2487995C2/ru not_active IP Right Cessation
- 2009-12-11 US US13/140,012 patent/US8562077B2/en not_active Expired - Fee Related
- 2009-12-11 CN CN2009801518759A patent/CN102257243B/zh not_active Expired - Fee Related
- 2009-12-11 PL PL09802108T patent/PL2366059T3/pl unknown
- 2009-12-11 EP EP09802108A patent/EP2366059B1/de not_active Not-in-force
- 2009-12-11 WO PCT/EP2009/008863 patent/WO2010075947A1/de active Application Filing
Non-Patent Citations (1)
Title |
---|
See references of WO2010075947A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2010075947A9 (de) | 2010-12-16 |
RU2487995C2 (ru) | 2013-07-20 |
EP2366059B1 (de) | 2013-03-06 |
US8562077B2 (en) | 2013-10-22 |
CN102257243B (zh) | 2013-11-06 |
PL2366059T3 (pl) | 2013-10-31 |
CN102257243A (zh) | 2011-11-23 |
US20110248548A1 (en) | 2011-10-13 |
UA98900C2 (ru) | 2012-06-25 |
WO2010075947A1 (de) | 2010-07-08 |
RU2011123380A (ru) | 2013-01-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2366059A1 (de) | Verfahren zur einstellung einer automatischen niveausteuerung des hobels in hobelbetrieben des steinkohlenbergbaus | |
DE2714506C2 (de) | Verfahren und Einrichtung zur Überwachung und Steuerung von Strebausrüstungen | |
EP2467577B1 (de) | Verfahren zur herstellung einer streböffnung unter einsatz von automatisierungssystemen | |
DE102009030130B9 (de) | Verfahren zur automatisierten Herstellung einer definierten Streböffnung durch neigungsgestützte Radarnavigation der Walze bei einem Walzenschrämlader und eine Vorrichtung hierfür | |
EP2247825B1 (de) | Verfahren zur automatischen herstellung einer definierten streböffnung in hobelbetrieben des steinkohlenbergbaus | |
DE3743758C2 (de) | ||
DE2458514C3 (de) | Vortriebsmaschine mit einem an einem allseitig schwenkbaren Tragarm gelagerten Lösewerkzeug und Verfahren zu ihrem Betrieb | |
EP2247824B1 (de) | Verfahren zu einer automatischen herstellung einer definierten streböffnung bei strebbetrieben im untertägigen steinkohlenbergbau | |
EP2247826B1 (de) | Verfahren zur gesteuerten einhaltung eines kappe-kohlenstoss-abstandes bei strebbetrieben | |
EP2247823B1 (de) | Verfahren zum steuern von strebbetrieben | |
WO2009103306A1 (de) | Verfahren zur stabilisierung der schildsäule bei einem im flözeinfallen geführten strebbetrieb | |
CH664778A5 (de) | Einrichtung zur korrektur der hoehenlage- und querneigung eines gleises an einer fahrbaren gleisstopf-nivellier- und richtmaschine. | |
EP2659092A1 (de) | Strebausrüstung mit einer daran verlegten schlauchwaage zur bestimmung der höhenlage von einzelnen elementen der strebausrüstung | |
DD284067A5 (de) | Fahrbare gleisstopf-, hebe- und richtmaschine zum heben und bzw. oder seitwaertsverschieben eines gleises im weichen- und kreuzungsbereich | |
DE102008050068B3 (de) | Verfahren zum Steuern der Gewinnung in Strebbetrieben mittels Überwachung des Bergeanteils in der Förderung | |
DE4017833C2 (de) | Verfahren und Einrichtung zum Steuern eines Vortriebsschildes | |
AT394090B (de) | Verfahren und anordnung zum bohren eines lochs in einen felsen | |
DD248159A5 (de) | Verfahren und vorrichtung zur instandsetzung oder verlegung eines eisenbahngleises | |
EP3530811B1 (de) | Verfahren zum einstellen der pfahlneigung | |
AT521956B1 (de) | Gleisbaumaschine und Verfahren zum Stabilisieren eines Schotterbettes | |
DE3810100A1 (de) | Verfahren und einrichtung zur bodenmeisselsteuerung bei einem bergbau-gewinnungshobel | |
EP0727561A1 (de) | Verfahren zur Steuerung einer Tunnelvortriebs-Maschine | |
DE3029198A1 (de) | Verfahren und einrichtung zur ueberwachung und steuerung von strebausruestungen | |
DE1758480A1 (de) | Verfahren zur schneidenden Gewinnung von Mineralien | |
DE3039814A1 (de) | Schraemmaschine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20110423 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: MOZAR, ARMIN Inventor name: JUNKER, MARTIN |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 599745 Country of ref document: AT Kind code of ref document: T Effective date: 20130315 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502009006434 Country of ref document: DE Effective date: 20130502 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130617 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130606 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130606 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20130306 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130607 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130706 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130708 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
26N | No opposition filed |
Effective date: 20131209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502009006434 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENTANWAELTE PARTMBB, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502009006434 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502009006434 Country of ref document: DE Effective date: 20131209 |
|
BERE | Be: lapsed |
Owner name: RAG A.G. Effective date: 20131231 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20131211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20131211 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20140829 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131231 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131231 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131211 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131231 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131211 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20131231 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20091211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130306 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 599745 Country of ref document: AT Kind code of ref document: T Effective date: 20141211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141211 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20161123 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20161124 Year of fee payment: 8 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502009006434 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENT- UND RECHTSANWALTSPA, DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502009006434 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENT- UND RECHTSANWALTSPA, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502009006434 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENTANWAELTE PARTMBB, DE Ref country code: DE Ref legal event code: R081 Ref document number: 502009006434 Country of ref document: DE Owner name: MARCO SYSTEMANALYSE UND ENTWICKLUNG GMBH, DE Free format text: FORMER OWNER: RAG AKTIENGESELLSCHAFT, 44623 HERNE, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171211 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20200228 Year of fee payment: 11 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502009006434 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210701 |