EP4219894B1 - Pilier de support pour de toit du mine - Google Patents

Pilier de support pour de toit du mine Download PDF

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Publication number
EP4219894B1
EP4219894B1 EP22211076.9A EP22211076A EP4219894B1 EP 4219894 B1 EP4219894 B1 EP 4219894B1 EP 22211076 A EP22211076 A EP 22211076A EP 4219894 B1 EP4219894 B1 EP 4219894B1
Authority
EP
European Patent Office
Prior art keywords
pillar
spatial structure
sidewalls
pillar according
sidewall
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.)
Active
Application number
EP22211076.9A
Other languages
German (de)
English (en)
Other versions
EP4219894A1 (fr
EP4219894C0 (fr
Inventor
Krzysztof Skrzypkowski
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.)
Akademia Gomiczo Hutnicza
Original Assignee
Akademia Gomiczo Hutnicza
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 Akademia Gomiczo Hutnicza filed Critical Akademia Gomiczo Hutnicza
Publication of EP4219894A1 publication Critical patent/EP4219894A1/fr
Application granted granted Critical
Publication of EP4219894B1 publication Critical patent/EP4219894B1/fr
Publication of EP4219894C0 publication Critical patent/EP4219894C0/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00—Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/48—Chocks or the like
    • E21D15/483—Chocks or the like made of flexible containers, e.g. inflatable, with or without reinforcement, e.g. filled with water, backfilling material or the like

Definitions

  • the subject matter of the invention is an artificial pillar, especially an inter-room pillar, for use in underground mining, especially in the mines of non-ferrous metal ores and chemical raw materials where single-layer, room and pillar or strip mining methods are used.
  • inter-room pillars are removed to residual dimensions, and waste rock, being a part of the exploitation gate, can be located within the post-exploitation space so-called goaf, as dry backfill.
  • the Polish patent description PL158092B1 discloses a room and pillar method of deposit exploitation in which the pillars located near the roof falls are partially removed by means of cuttings whereas the post-exploitation void is eliminated by roof collapse forced by blasting works, and at the same time the remains of pillars left in the post-exploitation void are blasted . In order to minimize the loss of raw material, the most efficient use of the deposit is sought.
  • the Polish patent description PL 189980 B1 discloses a technology for the clean removing of mineral deposits using a room and pillar method, which lie in that the row of pillars located near the goaf line is mechanically removed after previously placing a substitute support pillar formed from the waste rock in the vicinity thereof.
  • the Chinese patent description CN107524470B discloses an artificial pillar which consists of a specific fluid-permeable geotextile bag reinforced with steel hoops.
  • the pillar comprises a supply spigot and a vent spigot.
  • the filling of the pillar is a mixture of a solidifying substance and broken waste rock.
  • a similar solution is also disclosed in the Chinese patent description CN103562497B .
  • the polymer geo grids are used in the mining industry as elements of backfill dam or as safety grids, forming the lining of the excavation.
  • international patent application WO2008/087537A2 discloses the use of a flexible polypropylene-polyethylene grid as a reinforcement for a geotextile in a backfill dam.
  • a polymeric safety grid made of polypropylene with flame retardant additives is known from US patent description US5096335A .
  • the grid provides additional protection of the roof and the underground sides of work to which it is anchored and can also be used in room and pillar mining methods.
  • the location of the safety grid on the pillars sidewalls and along the rooms prevents the rock from falling into the excavation and reducing its lateral dimensions, while at the same time it does not constitute an obstacle, in case of the need of ripping the pillars.
  • GB2186607 is considered the closest prior art publication disclosing a collapsible flexible containing bag with an inlet for fluid cementum material for use with a monolithic pumped pack system for structural support of a mine roof.
  • the purpose of the invention is to develop an easy-to-construct artificial pillar especially an inter-room pillar, which would make it possible to reduce the loss of raw material in the residual pillars left, where it is not possible to remove the deposit cleanly and, moreover, to make it possible to manage in situ waste rock whose increasing production is associated with the small thickness of seams or pseudo-seams and the need to rip off waste rock in the roof or seam floor during mining and preparatory works.
  • an artificial pillar especially an inter-room pillar formed of a spatial structure filled with waste rock
  • the spatial structure is made of a flexible grid and comprises a sidewalls and a closing sidewall and a bottom resting on the floor, whereas at the top of the sidewalls and the closing sidewall are suspended to the roof by means of rock bolts, wherein the rock bolts suspending the closing sidewall being equipped with additional fastening elements.
  • the flexible grid is made of a polymer, especially polyethylene or polypropylene.
  • the spatial structure is made of a single cross-shaped grid element and it is also advantageous when the spatial structure is made of two grid sections crossing each other in the area constituting the bottom of the spatial structure.
  • closing sidewall is located on the side of the exploitation front. Furthermore it is advantageous when the side edges of the adjacent sidewalls and the closing sidewall are fastened together by means of connecting elements or stitched together with cords.
  • Fig. 1 shows a spatial structure prepared for filling with waste rock
  • Fig. 2 the completed artificial inter-room pillar.
  • the artificial inter-room pillar ( Fig. 1, Fig. 2 ) was built in a row of inter-room pillars, in place of the support pillar that was previously removed.
  • On the floor 2 is the square bottom 5 of a spatial structure made of a single, originally flat cross-shaped polypropylene grid element, the arms of which are the sidewalls 6, 7, 8 and the closing sidewall 9, wherein the closing sidewall 9 is located on the side of the face of the exploitation front, and the sidewalls 7, 8 are located on the side of the adjacent pillars 3 and 4 in the same row, and the sidewall 6 - from the side of the goafs.
  • the sidewalls 6, 7 and 8 are suspended directly on the roof 1 by means of rock bolts 10, 11, 12 and 13.
  • the closing sidewall 9 located on the side of the face of the exploitation front, is fastened on additional fastening elements 14 and 15, which are hooks, constituting the rock bolt 13, 14 equipment.
  • additional fastening elements 14 and 15 which are hooks, constituting the rock bolt 13, 14 equipment.
  • waste rock 16 inside the spatial structure.
  • the side edges of the adjacent sidewalls 6 and 7, 6 and 8, 7 and 9, and 8 and 9, are additionally fastened together at half height by means of connecting elements, not shown in the drawing, which are steel stitches .
  • the spatial structure is made of two intersecting sections of polyethylene grid, which overlap in the area constituting the bottom 5 of the spatial structure, and the side edges of the adjacent sidewalls 6, 7, 8, 9 of the spatial structure are stitched along the entire height with a polyethylene cord.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Processing Of Solid Wastes (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Tents Or Canopies (AREA)

Claims (7)

  1. Pilier artificiel, notamment une esponce, constitué d'une structure spatiale remplie de gangue, dans laquelle la structure spatiale est réalisée en grille flexible et comporte des parois latérales (6, 7, 8) et une paroi latérale de fermeture (9) et un fond (5), reposant sur la sole (2), et en haut les parois latérales (6, 7, 8) et la paroi latérale de fermeture (9) sont suspendues au toit (1) à l'aide des boulons d'ancrage (10, 11, 12, 13), les boulons d'ancrage (12, 13) auxquels est suspendue la paroi latérale de fermeture (9) étant équipés d'éléments de fixation additionnels (14).
  2. Pilier selon la revendication 1, caractérise en ce que la grille flexible est réalisée en polymère, notamment en polyéthylène ou en propylène.
  3. Pilier selon la revendication 1, caractérise en ce que la structure spatiale est réalisée en un seul élément de grille en forme de croix.
  4. Pilier selon la revendication 1, caractérise en ce que la structure spatiale est réalisée en deux tronçons de grille, qui se croisent dans la zone constituant le fond (5).
  5. Pilier selon la revendication 1, caractérise en ce que la paroi latérale de fermeture (9) se situe du côté du front d'exploitation.
  6. Pilier selon la revendication 1, caractérise en ce que les bords latéraux, des parois latérales voisines (6, 7, 8) et de la paroi latérale de fermeture (9) sont attachées l'une à l'autre à l'aide des éléments de liaison ou sont ligaturés avec des cordons.
  7. Pilier selon la revendication 1, caractérisé en ce que les éléments de fixation (14) constituent des crochets ou des clips.
EP22211076.9A 2021-12-09 2022-12-02 Pilier de support pour de toit du mine Active EP4219894B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL439784A PL246370B1 (pl) 2021-12-09 2021-12-09 Sztuczny filar, zwłaszcza międzykomorowy

Publications (3)

Publication Number Publication Date
EP4219894A1 EP4219894A1 (fr) 2023-08-02
EP4219894B1 true EP4219894B1 (fr) 2024-12-04
EP4219894C0 EP4219894C0 (fr) 2024-12-04

Family

ID=84820030

Family Applications (1)

Application Number Title Priority Date Filing Date
EP22211076.9A Active EP4219894B1 (fr) 2021-12-09 2022-12-02 Pilier de support pour de toit du mine

Country Status (2)

Country Link
EP (1) EP4219894B1 (fr)
PL (1) PL246370B1 (fr)

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2186607B (en) * 1986-02-14 1990-03-28 British Reinforced Concrete Eng Co Ltd Supporting underground workings
PL158092B1 (en) 1988-07-21 1992-08-31 Gorniczo Hutniczy Miedzi A chamber and pillar system of mining deposition
WO1991006746A1 (fr) * 1989-10-25 1991-05-16 Fosroc International Limited Methode d'obturation d'une ouverture
US5096335A (en) 1991-03-27 1992-03-17 The Tensar Corporation Polymer grid for supplemental roof and rib support of combustible underground openings
PL189980B1 (pl) 1999-01-19 2005-10-31 Kghm Polska Miedz Sa Sposób czystego wybierania złóż minerałów systemem komorowo-filarowym
CA2443480A1 (fr) * 2003-09-30 2005-03-30 Syn-Tex Convertors Ltd. Coffrage pour contenir un materiau de charge comprimable pendant la prise
ZA200800630B (en) 2007-01-18 2008-12-31 Skarboevig Nils Mittet A support net for underground mine supports
US8246276B2 (en) * 2010-07-09 2012-08-21 Abc Industries, Inc. Pumpable crib bag assembly and method of installation
CN103562497B (zh) 2011-02-24 2016-08-17 纳塔利·基拉塞 载荷支架及其安装方法
CN107524470B (zh) 2017-08-21 2020-02-11 长沙有色冶金设计研究院有限公司 一种土工模袋及快速构建人工矿柱的方法

Also Published As

Publication number Publication date
EP4219894A1 (fr) 2023-08-02
PL439784A1 (pl) 2023-06-12
PL246370B1 (pl) 2025-01-13
EP4219894C0 (fr) 2024-12-04

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