EP0378972A2 - Maschendrahtverzug für Tunnelausbau - Google Patents
Maschendrahtverzug für Tunnelausbau Download PDFInfo
- 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- Withdrawn
Links
- 239000002184 metal Substances 0.000 claims abstract description 12
- 239000011435 rock Substances 0.000 claims description 9
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 239000011800 void material Substances 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 2
- 238000000034 method Methods 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000005923 long-lasting effect Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Images
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,
Landscapes
- 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)
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 (de) | 1990-07-25 |
EP0378972A3 EP0378972A3 (de) | 1991-04-03 |
Family
ID=11155093
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19890830367 Withdrawn EP0378972A3 (de) | 1989-01-20 | 1989-08-22 | Maschendrahtverzug für Tunnelausbau |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0378972A3 (de) |
IT (1) | IT1228489B (de) |
Citations (5)
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 |
DE2503014A1 (de) * | 1975-01-25 | 1976-07-29 | Becker Pruente Gmbh | Drahtverzugmatte fuer 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 |
-
1989
- 1989-01-20 IT IT8919132A patent/IT1228489B/it active
- 1989-08-22 EP EP19890830367 patent/EP0378972A3/de not_active Withdrawn
Patent Citations (5)
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 |
DE2503014A1 (de) * | 1975-01-25 | 1976-07-29 | Becker Pruente Gmbh | Drahtverzugmatte fuer 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 |
Also Published As
Publication number | Publication date |
---|---|
IT1228489B (it) | 1991-06-19 |
IT8919132A0 (it) | 1989-01-20 |
EP0378972A3 (de) | 1991-04-03 |
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Legal Events
Date | Code | Title | Description |
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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 |
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AK | Designated contracting states |
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17P | Request for examination filed |
Effective date: 19910715 |
|
17Q | First examination report despatched |
Effective date: 19920710 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19930121 |