GB2125852A - Underground roadway support - Google Patents

Underground roadway support Download PDF

Info

Publication number
GB2125852A
GB2125852A GB08224272A GB8224272A GB2125852A GB 2125852 A GB2125852 A GB 2125852A GB 08224272 A GB08224272 A GB 08224272A GB 8224272 A GB8224272 A GB 8224272A GB 2125852 A GB2125852 A GB 2125852A
Authority
GB
United Kingdom
Prior art keywords
panels
recess
panel
roadway
bag
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.)
Withdrawn
Application number
GB08224272A
Inventor
Stanley Lewis
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.)
Coal Industry Patents Ltd
Original Assignee
Coal Industry Patents 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 Coal Industry Patents Ltd filed Critical Coal Industry Patents Ltd
Priority to GB08224272A priority Critical patent/GB2125852A/en
Publication of GB2125852A publication Critical patent/GB2125852A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/15Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
    • E21D11/152Laggings made of grids or nettings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

Lightweight mesh panels (3) erected in an underground roadway (1) define a recess (8) for receiving a bag (9) adapted to be filled with flowable, settable material. <IMAGE>

Description

SPECIFICATION Underground roadway support This invention relates to methods of and apparatus for supporting underground roadways.
In particular, although not exclusively the present invention relates to methods of and apparatus for supporting service roadways associated with working faces in underground mines.
At present it is almost universal practice to support service roadways with generally 'I' section arch beams installed at a frequent preset interval along the roadways. Wooden lagging boards or steel mesh or corrugated sheets usually are placed behind the arch beams to retain broken rock or mineral. The arch beams are assembled from two or three piece sections secured together by connecting plates and bolts.
Problems associated with the use of arch beams stem from the time required to assemble the heavy sections and to place the lagging behind the arch beams to efficiently close the gap existing between the arch beam and mine strata. In addition the cost of the arch beams is tending to become prohibitive.
An object of the present invention is to provide underground roadway support which tends to overcome or reduce the abovementioned problems.
According to one aspect of the present invention, a method of supporting an underground roadway comprises the steps of erecting relatively light weight panels around the cross-section defined by at least portions of the roadway sides and roof, at least a portion of each panel defining a recess between the associated panel and the mine strata, siting at least one collapsed bag in the defined recess, filling the or each bag with flowable, settable material, and allow the material to set.
Preferably, each panel comprises a mesh formation.
Advantageously, at least some of the panels comprise means for attaching the panels to a neighbouring preset panel.
Preferably, bracket means are provided for securing panels together during assembly.
Conveniently, the or at least some of the bags comprise finger formations extendible beyond the defined recess.
According to another aspect of the present invention apparatus for supporting an underground roadway comprises a plurality of relatively light weight panels capable of being connected together to provide an assembly extendible around at least a portion of the roadway sides and roof, at least a portion of each panel defining recess means such that, in use, when the panels are assembled within the roadway a recess is defined between the associated panel and the mine strata, and a bag having at least a portion adapted for accommodation in the recess, the bag being adapted to receive flowable, settable material.
Preferably, separate bags are associated with the panels respectively.
Preferably, each panel comprises a mesh formation.
Advantageously, at least some of the panels comprise hook means for attaching the panels to neighbouring preset panels.
Preferably, bracket means are provided for securing panels together during assembly.
Conveniently, the or at least some of the bags comprise finger formations extendible beyond the defined recess.
By way of example, two embodiments of the present invention will be described with reference to the accompanying drawings, in which: Figure 1 shows a cross-sectional view of an underground roadway supported in accordance with one embodiment of the present invention; Figure 2 shows a sectional view taken along line Il-Il of Figure 1 and shown on an enlarged scale; Figure 3 shows a detail of Figure 1 on an enlarged scale; Figure 4 shows an exploded view of a part of the detail of Figure 3; Figure 5 shows a plan of a detail of Figure 4; Figure 6 shows a plan of another detail of Figure 4: and Figure 7 shows a sectional view similar to that of Figure 2 but showing a second embodiment of the present invention.
Figure 1 shows a cross-sectional view taken through an underground roadway 1 constituting a service roadway to a longwall face in an underground mine. The roadway has a generally horizontal flat mine floor 2 and a generally arch shaped side and roof profile 1 9.
The roadway is supported by a plurality of assembled support units each assembled unit is extendible around the arch profile of the roadway cross-section and comprises two side sections 3 and a roof section 4 secured to the uppermost ends of the side sections by bracket means 5 described in more detail later in this specification with reference to Figures 3, 4, 5 and 6. Each section comprises a relatively light weight mesh formation having generally horizontal and vertical strand members 6 and 7, respectively.
Figure 2 shows that a portion of each panel formation protrudes into the roadway away from the rock or mineral boundary to define an open sided recess 8, the open side being directed towards the rock or mineral boundary. During assembly of the support unit a collapsed bag 9 of deformable or flexible material is inserted in the recess 8 defined by each panel. Upon the support assembly being assembled the bags 9 are filled with a flowable, settable material, as for example quick setting cement such that the filled bags extend up to the rock or mineral boundary and fill the recess, thus closing the previously existing gap between the recessed portions of the panels and the adjacent rock or mineral boundary. Upon the material setting, the support unit provides immediate efficient support for the roadway.The set material provides rigid support all around the arch profile of the roadway and the non-recessed portions of each panel provides effective lagging tending to retain broken rock or mineral.
As seen in Figure 2 at least one side of each panel section is provided with hooks 11 for connecting the panel to previously set neighbouring panel sections.
Figure 3, 4, 5 and 6 show the aforementioned bracket means 5 securing together the panel sections of each assembled unit to comprise a base plate 12 having projections 1 3 for engagement through the gaps defined by the overlapping mesh formations and a threaded shank 14 for engagement by a top plate 1 5 having apertures 1 6 for receiving the projections 13 and by a locking nut 1 7. As indicated in Figure 3 the bracket means 5 provides an effective connector for the overlapping end portions of neighbouring panel sections.
Figure 7 shows a second embodiment of the present invention in which the generally rectangular bags 9 of the first described embodiment are replaced by bags 20 having finger formations 21 adapted to extend beyond the defined recess to at least partly close the previously existing gap between non-recessed portions of the panel sections and the rock or mineral boundary.
In other embodiments of the present invention the bags are integral with the panel sections.
In still other embodiments the hooks 11 may be replaced by any other suitable means for connecting the panels.

Claims (12)

1. A method of supporting an underground roadway comprising the steps of erecting relatively light weight panels around the crosssection defined by at least portions of the roadway sides and roof, at least a portion of each panel defining a recess between the associated panel and the mine strata, siting at least one collapsed bag in the defined recess, filling the or each bag with flowable, settable material, and allowing the material to set.
2. A method according to claim 1, wherein each panel comprises a mesh formation.
3. A method according to claim 1 or 2, wherein at least some of the panels comprise means for attaching the panels to a neighbouring preset panel.
4. A method according to claim 1, 2 or 3, wherein bracket means are provided for securing panels together during assembly.
5. A method according to any one of the preceding claims, wherein the or at least some of the bags comprise finger formations extendible beyond the defined recess.
6. Apparatus for supporting an underground roadway comprising a plurality of relatively light weight panels capable of being connected together to provide an assembly extendible around at least a portion of the roadway sides and roof, at least a portion of each panel defining recess means such that, in use, when the panels are assembled within the roadway a recess is defined between the associated panel and the mine strata, and a bag having at least a portion adapted for accommodation in the recess, the bag being adapted to receive flowable, settable material.
7. Apparatus according to claim 6, in which separate bags are associated with the panels respectively.
8. Apparatus according to claim 6 or 7, in which each panel comprises a mesh formation.
9. Apparatus according to claim 6, 7 or 8, in which at least some of the panels comprise hook means for attaching the panels to neighbouring preset panels.
10. Apparatus according to claims 6, 7, 8 or 9, in which bracket means are provided for securing panels together during assembly.
11. Apparatus according to any one of the preceding claims 6 to 10, in which the or at least some of the bags comprise finger formations extendible beyond the defined recess.
12. A method of supporting an underground roadway substantially as described with reference to the accompanying drawings.
1 3. Apparatus for supporting an underground roadway substantially as described herein and substantially as shown in the accompanying drawings.
GB08224272A 1982-08-24 1982-08-24 Underground roadway support Withdrawn GB2125852A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08224272A GB2125852A (en) 1982-08-24 1982-08-24 Underground roadway support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08224272A GB2125852A (en) 1982-08-24 1982-08-24 Underground roadway support

Publications (1)

Publication Number Publication Date
GB2125852A true GB2125852A (en) 1984-03-14

Family

ID=10532490

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08224272A Withdrawn GB2125852A (en) 1982-08-24 1982-08-24 Underground roadway support

Country Status (1)

Country Link
GB (1) GB2125852A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112282814A (en) * 2020-10-28 2021-01-29 贵州理工学院 Roadway support device adaptable to various underground environments

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112282814A (en) * 2020-10-28 2021-01-29 贵州理工学院 Roadway support device adaptable to various underground environments

Similar Documents

Publication Publication Date Title
KR950011723B1 (en) Earth structures
US6161342A (en) Prefabricated concrete element for building a civil engineering structure having an arched wall
US4407611A (en) Anchored earth structure
RU2125652C1 (en) Method of extracting operations
KR101222522B1 (en) Precast tunnel structure using corrugated multi plate
CA1171675A (en) Elongated underground construction having a uniform section and method of building this construction
US4439065A (en) Continuous gallery construction, in particular for underground mine tunnels
GB2125852A (en) Underground roadway support
US4174135A (en) Underground formed wall single-entry mining method
GB2110269A (en) Tunnel lagging
US4648743A (en) Method of producing a subterranean structure
GB2057034A (en) Underground roadway support
SU1745817A1 (en) Pit slope stabilizing covering
KR20040001642A (en) Lining building method for tunnel
US4641465A (en) Pool construction and panel support member
US4881853A (en) Support section for mines and tunnels
GB2236128A (en) Arch support system
WO1986004952A1 (en) An underground roadway support
CN221256815U (en) Mine roadway support structure
GB2106066A (en) Conveyor pans
SU732536A1 (en) Steel and concrete mining roof support
GB2093515A (en) Improvements in or relating to mine roof supports
SU1177514A1 (en) Method of erecting a fill-up partition
GB2115457A (en) Gallery lining
SU1247546A1 (en) Device for joining bunton to mine shaft lining

Legal Events

Date Code Title Description
WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)