EP0378972A2 - Garnissage en treillis de fils pour revêtement de tunnels - Google Patents

Garnissage en treillis de fils pour revêtement de tunnels Download PDF

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Publication number
EP0378972A2
EP0378972A2 EP89830367A EP89830367A EP0378972A2 EP 0378972 A2 EP0378972 A2 EP 0378972A2 EP 89830367 A EP89830367 A EP 89830367A EP 89830367 A EP89830367 A EP 89830367A EP 0378972 A2 EP0378972 A2 EP 0378972A2
Authority
EP
European Patent Office
Prior art keywords
lining
panels
lining according
tunnel
net
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Withdrawn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
EP89830367A
Other languages
German (de)
English (en)
Other versions
EP0378972A3 (fr
Inventor
Raffaele Percivalli
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0378972A2 publication Critical patent/EP0378972A2/fr
Publication of EP0378972A3 publication Critical patent/EP0378972A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14—Lining predominantly with metal
    • E21D11/15—Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
    • E21D11/152—Laggings made of grids or nettings

Definitions

  • the present invention relates to an auto or self-locking coating for making road tunnels and the like.
  • a temporary supporting frame made of steel ribs, or a temporary lining made by bolting the wall rock in association with a great thickness of reinforced concrete, reinforced with a metal net, which must be anchored to the tunnel wall rock by means of bolts.
  • the lining operations are very complex and require a very long time and great amount of labour, with consequent practical making problems, depending on the lining method, in particular on the use of quoins(of reinforced concrete, stone and the like), metal plates or reinforced concrete to be directly poured during the boring of the road tunnel.
  • the aim of the present inven­tion is to overcome the above mentioned drawbacks, by providing a coating or lining for tunnels which can greatly simplify the lining operations of road tunnels which are finished after boring.
  • a main object of the present invention is to provide such a road tunnel lining which can be installed without using specifically designed mechanical apparatus and which can be quickly and safely applied to the walls and ceiling of the tunnels in very safe long lasting conditions for the operators.
  • Another object of the present invention is to provide such a road tunnel lining which can be made starting from easily available elements and materials and which, moreover, is very advantageous from a mere economic standpoint.
  • an auto-locking lining for road tunnels and the like characterized in that said lining comprises a plurality of preformed panels, made of a metal net grid assembly provided, on two opposite sides thereof, with coupling means for engaging with two longitudinal guides supported by ribs of a tunnel supporting frame.
  • the self-locking lining according to the present invention comprises a plurality of lining preformed panels 1, made of a metal net.
  • pannels are installed by means of manual means (a conventional hammer) and clamping fork members 2 can be further applied thereon.
  • the net lining panel contour has a generally C-shape pattern, with diverging legs 3, so that the lining panels can be arranged within the top arch of the tunnel to be lined, and are moreover provided with end portions 4 provided with loop patterns 5.
  • the metal net of the lining panels 1 has the wires 6 of the net links 7 rich are warped according to the tunnel axis made in a loop configu ration so as to provide eyelets 8 alternately arrang­ed above and under the contour of said lining panels 1.
  • lining panels 1 are installed by nesting or engaging before one of the end portions 4, and then the other, respectively with the loop 5, in the bottom leg 9 of one of the side guides 10, consisting of double-T metal beams.
  • These side guides 10, in particular, should be mounted, in a longitudinal direction, between two subsequent ribs of the road tunnel supporting frame.
  • the preformed panel lining is installed by using the mentioned locking fork members 2, which are designed and sized depending on the consistency of the rock to be supported.
  • clamping fork members 2 are manually threaded, two for each lining panel 1, from the central zone 11, in a cross direction, into the eyelets 8 formed by the net links 7.
  • the last step of the installing method consists of engaging each fork member 2 so as to contact the top leg 12 of one of the double-T guides 10.
  • the installation will be finished as the end portion 13 is arranged at the end of the leg 12, and the handle 14 engages with the net of the lining panel 1.
  • Figures 13 to 21 show a simplified embodiment of the lining panel, herein indicated by the reference number 101, in which said panel has a substantially trapezoidal configuration, with diverg­ing legs 102, so that this panel can be arranged within the arch 103 of the tunnel to be lined.
  • This panel affords the possibility of using a net having any desired link configuration and size, with great diameter net wires, specifically designed for supporting great loads.
  • This net structure is assembled by engag­ing at first one and then the other of the end portions 104 on the bottom inner leg 105 of side guides, indicat­ed at 106, which also in this case are advantagesouly formed by double-T metal beams 107.
  • the lining panels, either 1 or 101, of preformed metal net require a very small amount of metal material and can be made in a making shop by simple pressing operations, at a very reduced cost.
  • Another important aspect of the present inven strictly tion is that it provides a temporary lining adapted to operate as a safety supporting arrangement during the boring operations of the tunnel, without the use of heterogeneous materials very different from the reinforced concrete to be used for the finishing lining, this temporary lining being moreover adapted to efficiently cooperate with the reinforced concrete embedded therein.
  • the preformed panels as none spritz-­beton filling and reinforcement compound is used, can be easily recovered and reused.
  • the panels furthermore, can be specifically used, by properly fitting them, in association with ribs made of NP, HEB, G.I, T.H and the like ribs,
  • the used materials provided that they are compatible to the intended use, as well as the contingent shapes and size can be any according to requirements,

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Road Paving Structures (AREA)
EP19890830367 1989-01-20 1989-08-22 Garnissage en treillis de fils pour revêtement de tunnels Withdrawn EP0378972A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT1913289 1989-01-20
IT8919132A IT1228489B (it) 1989-01-20 1989-01-20 Pannello di rete, atto a concretizzare, in una pluralita' diesemplari, una struttura di rivestimento, autobloccante, per gallerie stradali e simili.

Publications (2)

Publication Number Publication Date
EP0378972A2 true EP0378972A2 (fr) 1990-07-25
EP0378972A3 EP0378972A3 (fr) 1991-04-03

Family

ID=11155093

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19890830367 Withdrawn EP0378972A3 (fr) 1989-01-20 1989-08-22 Garnissage en treillis de fils pour revêtement de tunnels

Country Status (2)

Country Link
EP (1) EP0378972A3 (fr)
IT (1) IT1228489B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023092844A (ja) * 2021-12-22 2023-07-04 Ｊｆｅ建材株式会社 合成セグメント及び土留構造物

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1167292B (de) * 1956-06-20 1964-04-09 Bochumer Eisen Heintzmann Verzugselement fuer die zug- und druckfeste Verbindung von in Streckenrichtung im Abstand hintereinander angeordneten Ausbaurahmen
DE2503014C3 (de) * 1975-01-25 1978-05-18 Becker-Pruente Gmbh, 4354 Datteln Drahtverzugmatte für Strecken im Berg- und Tunnelbau
DE3414222A1 (de) * 1984-04-14 1985-10-24 Eisenhütte Prinz Rudolph, Zweigniederlassung der Salzgitter Maschinen und Anlagen AG, 4408 Dülmen Steckenausbau mit gegenlaeufig gebogenen rinnenprofilen
DE3710681C1 (en) * 1987-03-31 1988-06-09 Fenne Gmbh & Co Dr R Lagging mat for mine support
DE3722183A1 (de) * 1987-07-04 1989-01-19 Heinrich Quante Bauabstandsunabhaengige verzugmatte

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023092844A (ja) * 2021-12-22 2023-07-04 Ｊｆｅ建材株式会社 合成セグメント及び土留構造物

Also Published As

Publication number Publication date
EP0378972A3 (fr) 1991-04-03
IT1228489B (it) 1991-06-19
IT8919132A0 (it) 1989-01-20

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