WO2005064118A1 - Grubenausbaugestell mit liegendkufen-aushebevorrichtung - Google Patents
Grubenausbaugestell mit liegendkufen-aushebevorrichtung Download PDFInfo
- Publication number
- WO2005064118A1 WO2005064118A1 PCT/EP2004/013844 EP2004013844W WO2005064118A1 WO 2005064118 A1 WO2005064118 A1 WO 2005064118A1 EP 2004013844 W EP2004013844 W EP 2004013844W WO 2005064118 A1 WO2005064118 A1 WO 2005064118A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- lifting device
- lying
- extension frame
- bearing
- pit
- Prior art date
Links
- 238000003825 pressing Methods 0.000 claims abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000009412 basement excavation Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- NMFHJNAPXOMSRX-PUPDPRJKSA-N [(1r)-3-(3,4-dimethoxyphenyl)-1-[3-(2-morpholin-4-ylethoxy)phenyl]propyl] (2s)-1-[(2s)-2-(3,4,5-trimethoxyphenyl)butanoyl]piperidine-2-carboxylate Chemical compound C([C@@H](OC(=O)[C@@H]1CCCCN1C(=O)[C@@H](CC)C=1C=C(OC)C(OC)=C(OC)C=1)C=1C=C(OCCN2CCOCC2)C=CC=1)CC1=CC=C(OC)C(OC)=C1 NMFHJNAPXOMSRX-PUPDPRJKSA-N 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003466 welding 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
- E21D23/04—Structural features of the supporting construction, e.g. linking members between adjacent frames or sets of props; Means for counteracting lateral sliding on inclined floor
- E21D23/0436—Means for inclining the base member of the support
Definitions
- the invention relates to a pit extension frame, in particular a shield extension frame, with a base frame, with two lying runners and with a lying runners lifting device comprising at least one hydraulic lifting cylinder, which lifting cylinder is mounted on a bridge member connecting the two lying runners of the base frame and is pressurized downwards against a walking beam a walking mechanism of the pit extension frame arranged between the horizontal runners can be extended.
- the invention also relates to a lying skid lifting device for the pit racks themselves.
- Shield removal frames with horizontal skid lifting devices are known in various designs (DE 40 35 252 AI, DE 42 05 940 AI).
- the use of a lying skid lifting device is particularly recommended if the extension frame is pressed so deeply into the soft lying surface that the walking process is hindered.
- the lying conditions can differ from place of use to place of use and can also fluctuate within one and the same place of use.
- the hydraulic lifting cylinder is connected to the bridge link connecting the two horizontal runners of the extension frame, bridging the walking channel between the two horizontal runners, and arranged so that it is in the inserted state with its lower support leg below the lower edge of the bridge link uneven and very soft lying that happen the lying runners push themselves so deeply into the lying position under the hanging load that the retracted lifting cylinder touches the walking beam and is subjected to the high load forces. This inevitably leads to the destruction of the lifting cylinder or to its shearing off from the bridge member.
- the known prior art also has the disadvantage that time-consuming screwing work for dismantling and assembling the connecting parts receiving the lifting cylinders from the bridge member rigidly connecting the lying runners is required for maintenance or repair work on the walking beam or walking cylinder.
- the screw connections used are subject to shear.
- the miner must manually remove or fix the lifting cylinders with the connecting parts from their position.
- the object of the invention is therefore to provide a lying skid lifting device for pit support racks, which is easier to maintain, is more ergonomic to handle and structurally excludes overloading of the connecting means between the connecting part and the bridge member.
- the lying skid lifting device can be pivoted horizontally, in particular horizontally about a vertical pivot axis on the bridge member, the vertical pivot axis preferably being formed by removable bearing bolts.
- the lying skid lifting device can be swiveled around a left as well as a right vertical swivel axis as required or optionally.
- the lying skid lifting device can be pivoted primarily about a lower double bearing and an upper single bearing.
- the prone skid lifting device can be pivoted about two single bearings, the single bearings preferably being assigned on the inside to the pivot bearing.
- the lying runners lifting device is supported on the bridge or frame-side single bearings.
- the prone skid lifting device could also be accommodated between the single bearings and the vertical forces could then, as in the case of a double bearing, be offset against the bridge or frame-side single bearings ,
- the vertical forces of the lifting cylinder are absorbed by add-on parts on the bridge member and corresponding counter-formations on the connecting part.
- the lying skid lifting device can in particular comprise a swivel bracket, the rear wall of which is provided with at least one recess.
- the bridge member is then advantageously provided with at least one pressure piece, against which the recess comes to rest during the excavation movement.
- a pull bracket can be mounted in the swivel bracket.
- the drawbar can be connected to the piston rod head via a head piece.
- the measures according to the invention primarily have the advantages that the lifting device for maintenance work on the walking beam or walking cylinder no longer has to be laboriously dismantled, but only has to be pivoted away after the bearing bolts have been pulled on one side, and any excessive vertical forces that occur can be eliminated in the simplest way.
- FIG. 1 shows, in schematic simplification, a pit support frame equipped with a lying skid lifting device according to the invention, in a side view;
- Fig. 2 is a partial view from the mining shock
- Fig. 3 is a partial view from the hanging, corresponding to line A-A in Fig. 2;
- FIGS. 1 and 2 show sections of the prone skid configuration of a pit extension or shield extension frame 1 comprising a base frame.
- This prone skid configuration has two parallel prone skids 2 which are arranged at a spacing from one another and which are rigidly connected to one another via a bridge link 3 ,
- the walking beam 4 of a walking device for the back of one Underground conveyor (not shown) or for tightening the shield 1 and the walking beam 4 is connected with its end on the abutment side in a connecting joint on the offset side to a face conveyor.
- a cry cylinder is switched on between the bridge member 3 and the walking beam 4. Since the treadmill technology in mine expansion racks is part of the general specialist knowledge of a specialist in underground mining and the technology known to him, a graphic representation and further explanation are omitted here.
- the pit support frame 1 is equipped with a lying skid lifting device 5, the structure of which will now be explained with reference to FIGS. 1 to 3.
- Fig. 2 shows a hydraulically retractable and extendable lifting cylinder 8, which is connected to the piston rod head 23 of the piston rod in a head piece 21 by means of a locking screw 24 which is passed through a vertical bore 22 in the head piece 21.
- the head piece 21 is part of a pull bracket 20, which is connected to the lying skid lifting device 5 by means of tabs 15 and side walls 25.
- the connection also includes the horizontal bore 16 in the bracket 15, the tension bearing bore 18 in the tension bracket 20, the bolt receptacle 19 in the side wall 25 and a tension bearing 17 with a bolt which fits into the mutually aligned bores 19, 16, 18.
- Lifting cylinder guides 14 are welded in between the side walls 25 and are also connected to the tabs 15 at the same time by means of a welded connection.
- the bridge member 3 faces a swivel bracket 6, which is welded to the side walls 25, the lifting cylinder guides 14 and the tabs 15. Swivel bearings 7 are preferably welded to the vertically aligned sides of the swivel bracket 6.
- a double bearing 9 with two spaced apart and the pivot bearing 7 between receiving bearing flanges the lower bearing points and a single bearing 10 with only one arranged below the pivot bearing 7 bearing flange form the upper bearings
- the swivel bearings 7 of the swivel bracket 6 are connected to the double bearings 9 and the single bearings 10 by interposing bearing pins 12, which are fixed by means of pin securing means 13, and thus enable the swivel bracket 6 to be swiveled via the vertical swivel axis 11.
- the double bearings 9 shown in FIG. 2 allow the vertical forces of the lifted lifting cylinder 8 to be set down via the pulling bracket 20 into the bridge member 3 and thus to raise the lying runners 2 when the pit extension frame 1 is walking.
- These double bearings 9 can, as shown, both the lower and also form the upper or only the lower or the upper displacement.
- the hydraulic lifting cylinder 8, which is mounted on the bridge member 3 connecting the two lying runners 2 of the base frame, is extended by applying pressure downwards against the walking beam 4 of the walking mechanism of the pit extension frame 1 arranged between the lying runners.
- bearing bolts 12 need only be pulled on one side during maintenance work on the walking beam 4 or walking cylinder and the lying skid lifting device 5 has to be pivoted away about the opposite bearing pins 12.
- FIGS. 2 and 3 A preferred solution for dissipating the vertical forces is disclosed by the solution shown in FIGS. 2 and 3.
- the rear wall 26 of the swivel bracket 6 is provided with two recesses 27 which overlap the pressure pieces 28 welded to the bridge member 3 and come into contact with the pressure pieces 28 when the lifting cylinder 8 is acted upon and deposit the lifting forces into the bridge member 3 and ensure the lifting of the lying runners.
- FIG. 1 The connection of the lying skid lifting device 5 to the bridge member 3 can be seen from FIG. 1. It can also be seen from this that the lifting cylinder 8 is not in contact with the walking beam 4, which illustrates that the pit extension frame is in the set state.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Geology (AREA)
- Bridges Or Land Bridges (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Earth Drilling (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Piles And Underground Anchors (AREA)
- Load-Engaging Elements For Cranes (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
UAU200510202U UA21788U (en) | 2003-12-27 | 2004-06-12 | Section of frame mechanized timbering |
AU2004309015A AU2004309015B2 (en) | 2003-12-27 | 2004-12-06 | Mine roof support frame comprising an excavating device with floor skids |
PL115937U PL63397Y1 (pl) | 2003-12-27 | 2004-12-06 | Obudowa górnicza z podnośnikiem spągnicy |
US11/474,885 US7476058B2 (en) | 2003-12-27 | 2006-06-23 | Mining roof support frame with base skids lifting device |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10361325.0 | 2003-12-27 | ||
DE10361325.0A DE10361325B4 (de) | 2003-12-27 | 2003-12-27 | Liegendkufen-Aushebevorrichtung für Grubenausbaugestelle |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005064118A1 true WO2005064118A1 (de) | 2005-07-14 |
Family
ID=34683900
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2004/013844 WO2005064118A1 (de) | 2003-12-27 | 2004-12-06 | Grubenausbaugestell mit liegendkufen-aushebevorrichtung |
Country Status (9)
Country | Link |
---|---|
US (1) | US7476058B2 (de) |
CN (1) | CN2866821Y (de) |
AU (1) | AU2004309015B2 (de) |
CZ (1) | CZ16664U1 (de) |
DE (1) | DE10361325B4 (de) |
PL (1) | PL63397Y1 (de) |
RU (1) | RU52445U1 (de) |
UA (1) | UA21788U (de) |
WO (1) | WO2005064118A1 (de) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101482022B (zh) * | 2008-01-10 | 2011-12-07 | 李泽宇 | 一种整体底梁 |
CN109026108B (zh) * | 2018-09-14 | 2019-10-01 | 天地科技股份有限公司 | 一种智能自适应超前液压支架 |
CN110778346B (zh) * | 2019-11-15 | 2020-07-03 | 西部黄金伊犁有限责任公司 | 一种用于发生矿井冒顶时的保护装置 |
CN111779925B (zh) * | 2020-06-06 | 2022-03-15 | 河南交院工程技术集团有限公司 | 一种桥梁底部测量件安装设备 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3002796A1 (de) * | 1979-02-03 | 1980-08-07 | Fletcher Sutcliffe Wild Ltd | Selbstschreitendes ausbaugestell |
DE3835525A1 (de) * | 1988-10-19 | 1990-04-26 | Gewerk Eisenhuette Westfalia | Ausbaugestell, insbesondere schildausbaugestell, mit einer liegendkufen-aushebevorrichtung |
DE4041527A1 (de) * | 1990-12-22 | 1992-06-25 | Westfalia Becorit Ind Tech | Ausbaugestell, insbesondere schildausbaugestell mit schreitwerk und liegendkufen-aushebevorrichtung |
DE4110681A1 (de) * | 1991-04-03 | 1992-10-08 | Bochumer Eisen Heintzmann | Schreitausbaugestell fuer bergbauliche untertagebetriebe |
DE4430337C1 (de) * | 1994-08-26 | 1995-04-27 | Meuwsen & Brockhausen | Vorrichtung zur Anlenkung an die Liegendkufe eines Schreitausbaus |
DE4401240A1 (de) * | 1994-01-18 | 1995-07-20 | Westfalia Becorit Ind Tech | Liegendkufen-Aushebevorrichtung für hydraulische Ausbaugestelle, insbesondere Schildausbaugestelle |
DE19528378C1 (de) * | 1995-08-02 | 1996-11-28 | Dbt Gmbh | Hydraulisches Schildausbaugestell |
DE20316659U1 (de) * | 2003-10-29 | 2004-01-15 | Maschinenfabrik Glückauf GmbH & Co. KG | Hydraulischer Strebausbau |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE385525C (de) | 1922-07-18 | 1923-11-24 | Esch & Stein Maschinenfabrik | Federnlose Lagerung der Loswalze von Walzenmuehlen |
GB2191236B (en) * | 1986-06-04 | 1990-04-04 | Gullick Dobson Ltd | Mine roof supports |
GB2237837A (en) * | 1989-11-11 | 1991-05-15 | Meco Mining Equip | Mine roof support assembly |
DE4205940A1 (de) * | 1992-02-27 | 1993-09-02 | Westfalia Becorit Ind Tech | Ausbaugestell mit liegendkufen-aushebevorrichtung |
-
2003
- 2003-12-27 DE DE10361325.0A patent/DE10361325B4/de not_active Expired - Fee Related
-
2004
- 2004-06-12 UA UAU200510202U patent/UA21788U/uk unknown
- 2004-12-06 CZ CZ200617630U patent/CZ16664U1/cs not_active IP Right Cessation
- 2004-12-06 AU AU2004309015A patent/AU2004309015B2/en not_active Ceased
- 2004-12-06 PL PL115937U patent/PL63397Y1/pl unknown
- 2004-12-06 WO PCT/EP2004/013844 patent/WO2005064118A1/de active IP Right Grant
- 2004-12-06 CN CNU2004900000092U patent/CN2866821Y/zh not_active Expired - Lifetime
- 2004-12-06 RU RU2005133723/22U patent/RU52445U1/ru not_active IP Right Cessation
-
2006
- 2006-06-23 US US11/474,885 patent/US7476058B2/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3002796A1 (de) * | 1979-02-03 | 1980-08-07 | Fletcher Sutcliffe Wild Ltd | Selbstschreitendes ausbaugestell |
DE3835525A1 (de) * | 1988-10-19 | 1990-04-26 | Gewerk Eisenhuette Westfalia | Ausbaugestell, insbesondere schildausbaugestell, mit einer liegendkufen-aushebevorrichtung |
DE4041527A1 (de) * | 1990-12-22 | 1992-06-25 | Westfalia Becorit Ind Tech | Ausbaugestell, insbesondere schildausbaugestell mit schreitwerk und liegendkufen-aushebevorrichtung |
DE4110681A1 (de) * | 1991-04-03 | 1992-10-08 | Bochumer Eisen Heintzmann | Schreitausbaugestell fuer bergbauliche untertagebetriebe |
DE4401240A1 (de) * | 1994-01-18 | 1995-07-20 | Westfalia Becorit Ind Tech | Liegendkufen-Aushebevorrichtung für hydraulische Ausbaugestelle, insbesondere Schildausbaugestelle |
DE4430337C1 (de) * | 1994-08-26 | 1995-04-27 | Meuwsen & Brockhausen | Vorrichtung zur Anlenkung an die Liegendkufe eines Schreitausbaus |
DE19528378C1 (de) * | 1995-08-02 | 1996-11-28 | Dbt Gmbh | Hydraulisches Schildausbaugestell |
DE20316659U1 (de) * | 2003-10-29 | 2004-01-15 | Maschinenfabrik Glückauf GmbH & Co. KG | Hydraulischer Strebausbau |
Also Published As
Publication number | Publication date |
---|---|
PL63397Y1 (pl) | 2007-08-31 |
PL115937U1 (en) | 2006-05-02 |
CZ16664U1 (cs) | 2006-07-10 |
DE10361325A1 (de) | 2005-07-21 |
RU52445U1 (ru) | 2006-03-27 |
CN2866821Y (zh) | 2007-02-07 |
US20070065236A1 (en) | 2007-03-22 |
AU2004309015A1 (en) | 2005-07-14 |
US7476058B2 (en) | 2009-01-13 |
DE10361325B4 (de) | 2016-04-07 |
AU2004309015B2 (en) | 2007-07-19 |
UA21788U (en) | 2007-04-10 |
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