EP2160505B1 - Tamis de tuyau d'évacuation - Google Patents
Tamis de tuyau d'évacuation Download PDFInfo
- Publication number
- EP2160505B1 EP2160505B1 EP08767091.5A EP08767091A EP2160505B1 EP 2160505 B1 EP2160505 B1 EP 2160505B1 EP 08767091 A EP08767091 A EP 08767091A EP 2160505 B1 EP2160505 B1 EP 2160505B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mesh
- pipes
- intersection
- draining pipe
- pipe mesh
- 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
Links
- 239000000126 substance Substances 0.000 claims description 9
- 238000011010 flushing procedure Methods 0.000 claims description 5
- 239000011378 shotcrete Substances 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 239000007788 liquid Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
-
- 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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
Definitions
- the present invention relates to a draining pipe mesh according to the introductory portion of the independent claim.
- EP1035300 D3 discloses a set of channels for drainage where the channels are arranged in a tree like structure.
- two or more incoming channels intersect and merge into a single outgoing channel.
- This outgoing channel in turn intersects new outgoing channels which in turn merge into a new channel.
- clogging of a major channel ie. a trunk channel, would block drainage from a large part of the tree like structure, which is disadvantageous.
- FR2839111 which discloses the preamble of claim 1, discloses a mesh of tubes intended to be embedded in concrete covering a rock face. The mesh is intended to gather excess liquid from the rock and emit the liquid through a outlet spout. All the tubes are connected to a central tube through which liquid is drained, and clogging of this central tube will fully block the mesh, rendering it inactive.
- An object of the invention is therefore to provide draining pipe mesh which is more resilient to blockages and adapted to be arranged on surfaces of varying shape.
- a further object of the invention is to provide draining pipe mesh which is provided with means to prevent blockages.
- the invention relates to a draining pipe mesh 1, which is adapted for mounting on a surface and for being covered by a substance 10-12, such as shotcrete.
- the mesh is made from a resilient substance and it is advantageously arranged to be laid over surfaces of any chosen shape and surface texture, such as the interior walls of a tunnel.
- the mesh shape further gives liquid or gas being drained many different alternative routes, minimising the effect of a particular part of a pipe being clogged.
- the invention further relates to such a draining pipe mesh 1 which is provided with at least one intersection box 5 arranged at an intersection between pipes.
- the intersection box 5 is provided with at least one access tube 8 adapted to extend to the surface of the covering substance 10-12.
- the access tubes 8 may be provided with flushing units 14 or pressure indicators 15.
- Fig. 1 shows a first embodiment of the draining pipe mesh 1.
- the mesh is constituted by a network of pipes, made up of two sets of pipes 2a, b.
- the pipes in each of the two sets are equally spaced apart and parallel to each other, directed mainly downwards.
- the first set 2a is angled at an acute angle towards right, the other set 2b towards left.
- the two sets of pipes intersect each other at an array of intersection areas.
- mesh is here meant a net like structure comprising a set of elongated elements, where a number of elements intersect other elements such that they surround sections not covered by the elongated elements. It is here embodied with rhomboid sections, but the sections may obviously be square shaped, hexagonal or the sections may vary in shape.
- the pipes have an essentially U-shaped cross section and extend from the surface they a laid upon.
- the edges of the U-shaped pipes align with the surface and along both sides extend narrow bands 3a, b over the surface.
- the bands are intended to prevent shotcrete from entering the pipes when sprayed over them.
- the initially downwards open U-shaped pipes are not closed and constitute pipes in the ordinary sense of the word until they have been covered by shotcrete, but the word pipe is here used to denote the U-shaped elements themselves and the same elements that when aligned on a surface and covered by some filling substance effectively constitute pipes.
- the bands 3a, b extend from the edges of the pipes along most of the length between the intersection areas.
- fastening portions 4a-d extends from the edges of the pipes over the underlying surface in a fashion similar to the bands.
- the fastening portions extend further from the pipes than the bands and are provided with bores for receiving nails or similar while temporarily attaching the mesh towards the surface before concrete is sprayed over it.
- the areas between the pipes are essentially rhombus shaped and give access to at least fifty percent of the underlying surface in order for the concrete to have a sufficient area to adhere to.
- intersection box 5 At one of the intersection, the pipes are attached to an intersection box 5. Intersection boxes are arranged at regular intervals where needed.
- the intersection box is further illustrated in fig. 7 and is essentially a cylindrical element, open at its bottom and top, with four receiving arms 6a-d extending from openings from the sides of the box.
- the receiving arms are similar in design to the draining pipes but slightly wider and higher, in order to be able to receive draining pipes in each of them at an intersection area.
- the pipes are cut inside the box such that the pipes are connected to the box.
- the intersection box is then covered by a lid 7, illustrated in fig. 3 .
- Fig. 3 shows in cross section an intersection box 5 attached to the draining pipe mesh 1.
- the mesh and box are placed on a tunnel wall and are covered by concrete.
- the lid 7 on the box is provided with an opening from which extends a short tube portion.
- An access tube is connected to the short tube portion and the access tube extends through layers of concrete and other substances covering the pipe mesh, leaving an access to the interior of the pipe mesh.
- the access tube is held tightly around the short tube using bentonite waterstop strip 9 such as Pavlmax.
- the intersection boxes and draining pipe mesh is first covered by a first layer of ordinary shotcrete, which attaches the pipe mesh to the surface and seals the mesh such that only water emanating from cracks 13 in the surface can enter the pipes from below.
- the pipe mesh the drains this water flow and let it exit at suitable places.
- On top of the ordinary shotcrete is an at least 50 mm thick layer of watertight shotconcrete 11.
- the shotcrete may be made watertight by addition of crystallizing substances, such as Xypex, ICS/Penetron or similar.
- This layer may also be reinforced with steel or plastic fibre.
- the next layer is a heat insulating shotcrete 12 with addition of ia. expanded Perlit or foaming agents. This layer may too be reinforced with steel or plastic fibre.
- the topmost two layers may be constituted by a single, both watertight ang thermally insulating layer.
- the thermally insulating layer protects the underlying layer against freezing, thereby mitigating the risk of cracking as a result of ice building up beneath the shotcrete.
- Fig. 4 shows in cross section an intersection box with an attached flushing unit 14 having a check valve.
- the flushing unit is used to supply water under pressure to the pipe mesh, in order to remove accumulated substances in the mesh.
- Fig. 5 shows in cross section an intersection box with a pressure indicator 15.
- the pressure indicator is normally pushed fully into the access tube and is provided with an indication stick 16 that in the figure does not extend from the surface of the shotcrete.
- the pressure indicator is tightly arranged in the access tube using O-rings 17a, b. If part of the mesh is being clogged, water pressure in that part of the mesh increases, forcing the pressure indicator out.
- Fig. 6 shows the intersection box with the pressure indicator in a pressurised state, and here the pressure indicator has been forced out though the access tube by the water pressure.
- the indication stick extends out from the outer surface of the shotcrete, indication high pressure, that is part of the pipe mesh has been clogged. It may then be flushed clear of debris that clogs it..
- the pressure indicator propagates outwards when the pressure has increased beyond a chosen threshold, and is prevented from leaving the access tube at its furthest by an element limiting its maximum propagation.
- the pressure indicator may also be provided with electrical sensors that sense that it has reached this movement limiting element.
- these sensors 18a, b are illustrated as electrodes extending from the outermost face of the pressure indicator. As the electrodes are brought into contact with the movement limiting element, they are electrically connected to each other through the electrically conducting limiting element. One thus achieves an electrical signal that indicates increased pressure.
- the sensors may be embodied differently, such as using electromechanical switches.
- Fig. 2 shows a tunnel wall with the draining pipe mesh 1 in cross section.
- An access tube 8 exits the outermost shotcrete layer.
- the pipe mesh extends over the top and sides of the tunnel interior wall but the pipes are left open at the bottom, such that water may exit downwards and be removed through further pipes or similar.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Lining And Supports For Tunnels (AREA)
- Sink And Installation For Waste Water (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Claims (3)
- Une crépine sur le tuyau d'évacuation (1) adaptée au montage sur une surface et recouverte d'une substance (10-12), caractérisée en ce que ladite crépine (1) est fournie avec au moins un regard de raccordement (5) disposé à une intersection des tuyaux, dans lequel ledit regard de raccordement (5) est équipé d'au moins un tube d'accès (8) adapté pour se prolonger à la surface de la substance qui le recouvre (10-12).
- Une crépine sur le tuyau d'évacuation (1) selon la revendication 1, caractérisée en ce qu'au moins l'un des dits tubes (8) est équipé d'un dispositif d'évacuation (14).
- Une crépine sur le tuyau d'évacuation (1) selon la revendication 1 ou 2, caractérisée en ce qu'au moins l'un desdits tubes d'accès (8) est fourni avec un indicateur de pression (15).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0701595A SE532386C2 (sv) | 2007-06-29 | 2007-06-29 | Konstruktion för vatten- och frostisolering |
SE0701948A SE532387C2 (sv) | 2007-06-29 | 2007-08-30 | Konstruktion för vätske och gasdränering |
PCT/SE2008/000418 WO2009005438A1 (fr) | 2007-06-29 | 2008-06-27 | Tamis de tuyau d'évacuation |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2160505A1 EP2160505A1 (fr) | 2010-03-10 |
EP2160505A4 EP2160505A4 (fr) | 2015-05-27 |
EP2160505B1 true EP2160505B1 (fr) | 2017-05-31 |
Family
ID=40226315
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08767091.5A Active EP2160505B1 (fr) | 2007-06-29 | 2008-06-27 | Tamis de tuyau d'évacuation |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2160505B1 (fr) |
DK (1) | DK2160505T3 (fr) |
ES (1) | ES2638825T3 (fr) |
SE (1) | SE532387C2 (fr) |
WO (1) | WO2009005438A1 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE532387C2 (sv) | 2007-06-29 | 2010-01-12 | Lars Joensson Med Rochtech Pro | Konstruktion för vätske och gasdränering |
WO2013129979A1 (fr) * | 2012-02-28 | 2013-09-06 | Lars Jonsson | Treillis de tuyau de vidange protégé |
DK2981674T3 (en) * | 2013-04-03 | 2018-08-13 | Ibs Morten Nesheim | SHIELD DRAINAGE NETWORK |
WO2018108223A1 (fr) * | 2016-12-15 | 2018-06-21 | Dolenco Group Aps | Module de maillage de drainage et procédé d'exploitation d'un maillage de drainage dans une construction |
FI128880B (en) | 2017-05-31 | 2021-02-15 | Norrapro Oy | Water drainage system |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2067493A (en) * | 1934-08-14 | 1937-01-12 | Universal Hydraulic Corp | Membrane lined tunnel and method of constructing same |
NO913052D0 (no) * | 1991-08-06 | 1991-08-06 | Isola As | Beskyttelsesplate, spesielt for avrundede underlag. |
EP0738825A1 (fr) * | 1995-04-19 | 1996-10-23 | Hans Gubler | Drainage en matière plastique |
DE19738488A1 (de) * | 1997-09-04 | 1999-03-11 | Willich F Berg Bautechnik | Verfahren zur Herstellung einer Drainage und Drainage für Oberflächenwasser im Tunnel- und Bergbau |
DE10217759B4 (de) * | 2002-04-20 | 2005-09-15 | Ed. Züblin Ag | Lärmschutzplatte mit Brandbekämpfungsfunktionen zur Verkleidung der Wand eines Tunnels |
FR2839111B1 (fr) * | 2002-04-29 | 2005-01-28 | Regie Autonome Transports | Systeme de paroi d'un ouvrage souterrain |
JP4035386B2 (ja) * | 2002-06-20 | 2008-01-23 | 社団法人日本ガス協会 | 岩盤内高圧気体貯蔵施設の地下水排水装置 |
CN2665361Y (zh) * | 2003-12-29 | 2004-12-22 | 杨谷珍 | 隧道动态排水管组件 |
SE532387C2 (sv) | 2007-06-29 | 2010-01-12 | Lars Joensson Med Rochtech Pro | Konstruktion för vätske och gasdränering |
DK2981674T3 (en) | 2013-04-03 | 2018-08-13 | Ibs Morten Nesheim | SHIELD DRAINAGE NETWORK |
-
2007
- 2007-08-30 SE SE0701948A patent/SE532387C2/sv unknown
-
2008
- 2008-06-27 EP EP08767091.5A patent/EP2160505B1/fr active Active
- 2008-06-27 WO PCT/SE2008/000418 patent/WO2009005438A1/fr active Application Filing
- 2008-06-27 DK DK08767091.5T patent/DK2160505T3/da active
- 2008-06-27 ES ES08767091.5T patent/ES2638825T3/es active Active
Also Published As
Publication number | Publication date |
---|---|
EP2160505A4 (fr) | 2015-05-27 |
SE0701948L (sv) | 2008-12-30 |
EP2160505A1 (fr) | 2010-03-10 |
ES2638825T3 (es) | 2017-10-24 |
WO2009005438A1 (fr) | 2009-01-08 |
SE532387C2 (sv) | 2010-01-12 |
DK2160505T3 (da) | 2017-08-21 |
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