EP2420648A2 - Soutènement pour le domaine du BTP et du génie civile - Google Patents

Soutènement pour le domaine du BTP et du génie civile Download PDF

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Publication number
EP2420648A2
EP2420648A2 EP11008814A EP11008814A EP2420648A2 EP 2420648 A2 EP2420648 A2 EP 2420648A2 EP 11008814 A EP11008814 A EP 11008814A EP 11008814 A EP11008814 A EP 11008814A EP 2420648 A2 EP2420648 A2 EP 2420648A2
Authority
EP
European Patent Office
Prior art keywords
film
shotcrete
attachment points
distance
assembly according
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.)
Granted
Application number
EP11008814A
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German (de)
English (en)
Other versions
EP2420648B1 (fr
EP2420648A3 (fr
Inventor
Erfindernennung liegt noch nicht vor Die
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.)
Skumtech AS
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Skumtech AS
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
Priority claimed from DE200510048118 external-priority patent/DE102005048118A1/de
Priority claimed from DE102005057959A external-priority patent/DE102005057959A1/de
Application filed by Skumtech AS filed Critical Skumtech AS
Priority to EP14002660.0A priority Critical patent/EP2837768B1/fr
Publication of EP2420648A2 publication Critical patent/EP2420648A2/fr
Publication of EP2420648A3 publication Critical patent/EP2420648A3/fr
Application granted granted Critical
Publication of EP2420648B1 publication Critical patent/EP2420648B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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    • 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
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining 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
    • E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • 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
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining 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
    • 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
    • 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
    • E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall

Definitions

  • the invention relates to an expansion in civil engineering, in particular an expansion of underground spaces such as tunnels and tunnels or pipelines in stable mountains.
  • Another problem is leaking mountain water. In winter, the water freezes. There is a danger of falling ice masses. This danger is usually met with a film seal. Depending on the thickness of the film is also spoken by webs. In part, there is also the name membrane.
  • the foil seal dissipates the water. At the same time a freezing of the water is prevented with a thermal insulation.
  • the film seal is composed of film webs.
  • the film webs are laid overlapping at the mountain outbreak, so that the film edges can then be welded together.
  • the gap can be pressurized with air pressure. When the gap is closed, a sufficient sealing effect can be assumed if the pressure drop in the intermediate space does not exceed certain limits over a certain period of time.
  • the attachment of the film takes place in different ways. With low strength requirements has in the past enforced a film attachment with a trained as a rondelle fastener made of plastic.
  • the rondelle is nailed or shot to the mountains or to a first shotcrete layer applied.
  • shooting the roundels are not hit with a hammer or the like in the mountains, but driven by a blasting cartridge in the mountains or in the first applied shotcrete layer.
  • the known roundels are for example in the DE-3244000C1 . DE4100902A1 . DE19519595A1 . DE8632994.4U1 . DE8701969.8U1 . DE20217044U1 shown and described.
  • the known roundels have been welded to the film.
  • Rondelles with a predetermined breaking point were considered to be particularly favorable.
  • the rondels should break at a load on the film at the predetermined breaking point.
  • the strength of the predetermined breaking point is significantly lower than the film strength. This will cause the rondelle to break first if excessive tension is applied to the foil. That is, the film seal will remain intact upon excessive pull in the film while the disk ruptures.
  • plastic rondels are only suitable if low forces arise during the attachment of the films and subsequent application of shotcrete.
  • the known roundels have a diameter of about 150 mm and a thickness of 3 to 4 millimeters. Such rondels have great strength.
  • the known anchors have diameters of 12 or 14 or 16 or 20mm. They are preferably made of stainless steel and are profiled on the mountain side to develop a high tensile strength in the mountains. For the anchor corresponding holes are introduced into the mountains. Subsequently, the anchors are fixed with a mounting cement or other suitable mounting means in the holes.
  • Such anchors unlike the known nail construction, can absorb really large forces. The loads are directed to the mountains. With the anchors, it is therefore possible to build a tunnel that can withstand the stresses of passing trains and passing vehicles.
  • the anchor At the free end of the anchor are usually provided with a thread, preferably according to the diameter with metric thread M12 or M 14 or M 16 or M20.
  • a thread preferably according to the diameter with metric thread M12 or M 14 or M 16 or M20.
  • M12 or M 14 or M 16 or M20 At the thread-side end the steel rondels are held between two screws. The screws allow adjustment of the rondels on the anchor.
  • the anchors are usually so long that they protrude beyond the steel rondels out into the tunnel. This serves to attach a wire grid as a retention during injection of the concrete and to stiffen the tunnel lining by connecting to the mountains.
  • the wire mesh also serves to reinforce the shotcrete layer.
  • a spacer for the wire mesh can be mounted on the anchor.
  • Known spacers are star-shaped provided with rods to support the wire mesh as large as possible.
  • the film is composed of individual film webs.
  • the individual film webs are conventionally laid on the circumference of the tunnel.
  • the number of anchors and fasteners depends on their distance. It is advantageous to prepare all the outside fasteners in the described form.
  • the prepared film web is laid. For example, a tunnel side on the sole is started. The foil is led up on the tunnel side. As soon as the film touches a mandrel of the outside fastener, the mandrel is marked on the film or the mandrel can be felt on the film. This can be used to cut openings in the film exactly at the points. This can be done by hand or mechanized. Once there is an opening in the film, the film can be pushed over the mandrel.
  • an attachment of the film is provided immediately on the frosting mandrel.
  • a seal is applied to the film and then pushed the inside fastener on the mandrel. Subsequently, the bracing of the two fasteners.
  • the screwing takes place with a nut on the mandrel, which has a corresponding thread.
  • gasket and foil are mechanically not overloaded during the tensioning of the fasteners and at the same time an optimally loadable anchor construction is created. This is done in particular by spacers between the fasteners. Preferably, rings are used as spacers.
  • the length of the mandrel depends on the extent of the shotcrete construction.
  • the structure can consist exclusively of concrete.
  • the structure may also include an insulating layer.
  • the insulating layer is then preferably arranged on the mountain side behind the concrete.
  • the mandrel must then protrude through the insulating layer to support the wireframe and spacer described above at the forward end.
  • foil seals are often used.
  • the foil seal can be enclosed on both sides in the shotcrete. But it can also be arranged on one side.
  • the film seal may be arranged outside the shotcrete in order to seal against ingress of water.
  • the film seal may be disposed inwardly of the shotcrete to prevent any sewage or other liquid present at an exit.
  • the shotcrete can be applied in one or more layers.
  • the foil seal can be pierced by the anchors when subsequently sealing leaks.
  • This can be done by means of two flanges, of which at least one seals at the same time with the film. This happens, for example, by forming the flange as a neoprene disk.
  • the flanges should clamp the film between them. Of these two flanges of the mountain-side flange is preferably fixed, while the other flange is adjustable.
  • the anchors make the composite to the mountains and hold the concrete reinforcement with the shotcrete rublange, which allows the inner shotcrete construction and stabilized.
  • the concrete reinforcement is usually made of steel, for example in the form of reinforcing steel mesh mats.
  • the shotcrete back is after the DE-3244000 formed by a wire net.
  • the wire net is at some distance arranged by the film and is intended to prevent impinging shotcrete is thrown back from the film seal.
  • the film seal is mounted at a distance from the mountains. This is done with the described anchors to which the film seal is attached. In this case, the problem of rebound of shotcrete is still greater than in the variant described above. Nevertheless, the wire mesh also helps in this case, so that with the described wire mesh technology a shotcrete expansion can be built up at a distance from the mountain eruption without further ado.
  • a mesh or wire mesh is provided between the expansion and the mountain breakout.
  • the wire mesh is preferably used as a safeguard against rockfall from the mountains.
  • the nonwoven fabric can fulfill various tasks. After DE-3626980 the nonwoven fabric performs various functions, namely a protective function and a drainage function. After DE-2400866 Moreover, it is provided to first provide the nonwoven fabric with a primer before it comes to the actual order of sprayed concrete.
  • olefin film especially a polyolefin film, e.g. Polyethylene film (PE film) shown. It is also possible to use copolymers, for example ethylene copolymer films.
  • PE film polyethylene film
  • copolymers for example ethylene copolymer films.
  • Each PE is suitable as a sealing foil. These include LDPE, HDPE. Also suitable is polypropylene (PP).
  • the stiffness is formed by a minimum thickness of 1.5mm, preferably a minimum thickness of 1.8mm. For other film materials, the thickness is increased until an equal minimum stiffness is reached.
  • the surface roughness is created by applying particles of the same material as the film on the injection-concrete side foil surface.
  • the particles can have different shapes.
  • Favorable is an elongated shape. This includes a thread form or strand form.
  • the material can be melted on the surface before application, so that the material adheres to it after contact with the film surface. At the core, the material should not become molten.
  • the melting causes a surface temperature which is above the melting temperature of the respective material.
  • the temperature of the medium used for melting should be even higher, so that there is a short-term warming.
  • the film surface is additionally preheated for the application of material in order to achieve a better connection of the particles with the film surface. Preheating is unnecessary if the heat from the film production is used.
  • the usual production of the film is based on an extrusion of the material.
  • the molten resin is fed by means of an extruder through a nozzle into the nip of a pair of rollers.
  • the reaching into the nip plastic may already have a foil shape.
  • This film form is achieved by means of a slot nozzle.
  • the slot in the nozzle then has a corresponding length and a corresponding width.
  • the molten resin is also given granular or acicular shape in the nip, so that there is Kunststoffknet, the continuous is pulled through the nip, so that a film is formed between the rollers.
  • the film is given the desired exact thickness.
  • the exact width of the film does not matter during the first rolling process.
  • a more or less serpentine running edge of the film sets. Therefore, the film is trimmed laterally at the end of the rolling process.
  • the resulting edge strips are preferably returned to the extruder and formed there again in melted starting material for the rolling process.
  • the film has a significant temperature.
  • this temperature is used to apply the particles intended for roughening the surface.
  • a reheating is provided to improve the connection of the particles with the film surface.
  • the particles should also be pressed with roller pressure on the film surface, so that it comes to a better connection of the particles with the film surface.
  • the EP901408A assume that the welding factor of the connection between particles and film surface is substantially less than 1. This is considered to be an advantage that the particles can peel off again under appropriate load, without causing the destruction of the film seal.
  • the heat can also be applied to the particles by mere hot gases. It is possible to meter in the particles in the hot gas stream.
  • the residence time in the hot gas determines the degree of melting. The residence time depends on the distance of the particles to the impact on the film surface and on the gas velocity.
  • the heat can also be applied by mere radiation by the particles falling through a heating channel and are superficially melted by radiant heat during the case.
  • the usual production of the film is based on an extrusion of the material.
  • the molten resin is fed by means of an extruder through a nozzle into the nip of a pair of rollers.
  • the reaching into the nip plastic may already have a foil shape.
  • This film form is achieved by means of a slot nozzle.
  • the slot in the nozzle then has a corresponding length and a corresponding width.
  • the molten resin is also given granular or acicular shape in the nip, so that there is Kunststoffknet, the continuous is pulled through the nip, so that a film is formed between the rollers.
  • the film is given the desired exact thickness.
  • the exact width of the film does not matter during the first rolling process. By rolling, a more or less serpentine running edge of the film sets. Therefore, the film is trimmed laterally at the end of the rolling process. The resulting edge strips are preferably returned to the extruder and formed there again in melted starting material for the rolling process. During the rolling process, the film has a significant temperature.
  • a profile is generated, as in the DE19721799 is described.
  • the stiffness is determined on the one hand by the film thickness.
  • the rigidity is determined by the construction of the foil seal. The higher the number evenly distributed Fastening points on the film seal is, the greater the rigidity.
  • the distribution is such that four adjacent attachment points form the vertices of a square.
  • the edge length of the square is equal to the distance of two adjacent attachment points. The smaller the distance of the adjacent attachment points or the edge length of the square, the higher the number of attachment points.
  • a distance of 1.2 m between adjacent attachment locations is preferably provided. The distance should be at most 15%, preferably at most 7.5% greater. Adjacent are the next attachment points.
  • the permissible distance can change by changing the position of the attachment points. Then their distance is reduced until at least one of the same stiff construction as in distribution of the attachment points is achieved on the vertices of a square.
  • the allowable distance between adjacent attachment points becomes larger.
  • the distance between the adjacent attachment points is increased at most so far and / or the position of the attachment points changed at most as far until, despite the larger film thickness again set the above-described structural rigidity.
  • the allowable distance between adjacent attachment points will be smaller.
  • the distance between the attachment points is reduced so far and / or the position of the attachment points as far as even until, despite the lower film thickness again set the above-described structural rigidity.
  • the structure of the shotcrete construction is facilitated by the primer of the film seal.
  • the inventive use of a primer makes in addition to the surface design described above, a contribution to Connection of the shotcrete to the foil seal and to the claw mat.
  • the primer can be made with the same cement or adhesive or binder that is also used for the shotcrete, but without the benefits provided in the shotcrete.
  • Cement / adhesive / binder are used in powder form are either mixed before application on the film surface with water and sprayed in fog-like form or sprayed together with the powdered cement / adhesive / binder in fog-like form.
  • a special primer in the form of a plastic adhesive with mineral admixture proportion is used.
  • the mineral mixture proportions of the adhesive improve the adhesion of the shotcrete.
  • the mist-shaped topping of the primer leads to a thin-layer wetting of the film surface.
  • the layer thickness of the wetting is adjusted so that the primer does not run down by its own weight.
  • the order quantity is reduced until no run-down is observed. If the exit speed of the primer remains constant from the application nozzle, the application quantity is determined by the speed with which the application nozzle is moved. If the application is to be reduced, this can be achieved by increasing the speed with which the nozzle is moved over the application surface, in this case via the film seal.
  • water-absorbing materials are incorporated into the primer.
  • Fig. 1 shows a mountain outbreak 1 in stable mountains.
  • the mountain outbreak 1 is used to make a tunnel.
  • the shotcrete construction consists roughly of a film layer 4 and a shotcrete layer 3.
  • the film layer 4 is composed of individual webs, which are laid overlapping and are welded together at the overlapping edges. In this case, two adjacent welds are provided at a distance from each other. The cavity Compressed air is applied between the welds to check the tightness of the welds.
  • an armature 5 is shown schematically.
  • the armature 5 is connected to the protruding end of the mountains with a fastener 14. At the fastener 14, the film layer 4 is applied.
  • fastener 15 At the film layer side, which is opposite to the fastener 14 is a fastener 15. The fasteners 14 and 15 clamp the film layer 4 between them.
  • the fasteners carry a spacer 13 for a wire mesh 12.
  • the wire mesh 12 has two purposes. It serves to build up the shotcrete layer 3 by preventing the concrete layer rebounding from falling off of the foil layer. In addition, the wire mesh 12 forms a reinforcement for the shotcrete layer.
  • the anchors After solidification of the shotcrete construction, the anchors form a solid composite of the expansion with the mountains.
  • Fig. 5 shows a possible honeycomb 43 for the in Fig. 2 illustrated wire mesh.
  • Fig. 4 shows a spacer 40 for the positioning of the wire mesh.
  • the spacer 40 is pressed with another nut against the nut 25.
  • the spacer 40 has various arms to which the wire mesh 43 can be hooked.
  • Figure 6 is a suitable film for the shotcrete construction shown.
  • the film 110 has a thickness of 2 mm and is sprinkled with strands of material, the strands of material 111 have a thread-like structure with a thickness or diameter of 0.1 to 0.3 mm and a length of 5 to 50 mm.
  • the material strands 112 have a thickness of 1 to 2 mm and a length of 10 to 30 mm.
  • the different material strands are applied in the exemplary embodiment in separate application operations in order to heat the material strands with a larger diameter differently than the material strands with a smaller diameter.
  • the strands of material are applied in a common application process.
  • the material strands are superimposed on each other, so that in part there is a hollow layer of the material strands. In this situation arise with the material strands 112 surveys up to a height of 3mm.
  • the film surface is uncovered.
  • the material spread has a basis weight of 250 grams per square meter. It may also occur in other embodiments, larger or smaller basis weights. Lower basis weights may occur in particular if the film surface is additionally profiled. Thus, basis weights of, for example, 20 grams per square meter are possible.
  • the different strands of material are sprinkled in the embodiment after heating on the surface of the previously superficially heated film 10.
  • the superficial heating of the strands of material has taken place up to the molten liquid.
  • the heating is carried out by radiation by the material strands are removed by means of a rotary valve from a reservoir and fall through a heating channel down to the slow slow down past slide.
  • the heating channel has in the exemplary embodiment a plurality of electrically operated heating wires and a temperature control.
  • the temperature of the heating channel can be increased until the falling material strands have the correct surface temperature.
  • a fast-binding cement milk is sprayed thinly onto the film.
  • the dried cement slurry forms an advantageous primer for a subsequent application of shotcrete.
  • the shotcrete is applied in layers, starting at the tunnel sole.
  • the tunnel runs horizontally, so that the shotcrete is laid in horizontal layers, which are superimposed from bottom to top of the film.
  • the layers have a width which corresponds to the desired shotcrete layer thickness.
  • a smaller width of the layers is provided, so that Malawi.eine first shotcrete layer is applied to the film, which completely covers the film side. Thereafter, another shotcrete layer is applied, which completely covers the previously discussed shotcrete layer. This is repeated until the desired thickness of the shotcrete layer is reached.
  • the anchors After creating the shotcrete layer, the anchors still protrude from the concrete layer. At the projecting ends cladding panels should be attached, especially panels for fire protection.
  • the plates are secured in the exemplary embodiment with the anchors and nuts and washers on the shotcrete. So that the thread of the anchor is not unusable by the shotcrete, the thread has been protected by caps when applying the shotcrete.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Civil Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Sealing Material Composition (AREA)
  • Tents Or Canopies (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Piles And Underground Anchors (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Revetment (AREA)
EP11008814.3A 2005-07-09 2006-06-30 Soutènement pour le domaine du BTP et du génie civile Not-in-force EP2420648B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP14002660.0A EP2837768B1 (fr) 2005-07-09 2006-06-30 Renforcement dans le domaine du bâtiment et du génie civile

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE102005032434 2005-07-09
DE102005038363 2005-08-11
DE200510048118 DE102005048118A1 (de) 2005-10-06 2005-10-06 Spritzbetonbau mit Foliendichtung
DE102005057959A DE102005057959A1 (de) 2005-07-09 2005-12-03 Befestiger für Abdichtungsbahnen
DE102005057960 2005-12-03
EP06776099A EP1902197A2 (fr) 2005-07-09 2006-06-30 Soutenement dans des superstructures et des infrastructures

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP06776099A Division EP1902197A2 (fr) 2005-07-09 2006-06-30 Soutenement dans des superstructures et des infrastructures
EP06776099.1 Division 2006-06-30

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP14002660.0A Division EP2837768B1 (fr) 2005-07-09 2006-06-30 Renforcement dans le domaine du bâtiment et du génie civile
EP14002660.0A Division-Into EP2837768B1 (fr) 2005-07-09 2006-06-30 Renforcement dans le domaine du bâtiment et du génie civile

Publications (3)

Publication Number Publication Date
EP2420648A2 true EP2420648A2 (fr) 2012-02-22
EP2420648A3 EP2420648A3 (fr) 2013-01-02
EP2420648B1 EP2420648B1 (fr) 2014-10-08

Family

ID=37637516

Family Applications (4)

Application Number Title Priority Date Filing Date
EP06776099A Withdrawn EP1902197A2 (fr) 2005-07-09 2006-06-30 Soutenement dans des superstructures et des infrastructures
EP08002696A Active EP1950375B1 (fr) 2005-07-09 2006-06-30 Soutenement pour bâtiments et travaux publics
EP11008814.3A Not-in-force EP2420648B1 (fr) 2005-07-09 2006-06-30 Soutènement pour le domaine du BTP et du génie civile
EP14002660.0A Not-in-force EP2837768B1 (fr) 2005-07-09 2006-06-30 Renforcement dans le domaine du bâtiment et du génie civile

Family Applications Before (2)

Application Number Title Priority Date Filing Date
EP06776099A Withdrawn EP1902197A2 (fr) 2005-07-09 2006-06-30 Soutenement dans des superstructures et des infrastructures
EP08002696A Active EP1950375B1 (fr) 2005-07-09 2006-06-30 Soutenement pour bâtiments et travaux publics

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP14002660.0A Not-in-force EP2837768B1 (fr) 2005-07-09 2006-06-30 Renforcement dans le domaine du bâtiment et du génie civile

Country Status (7)

Country Link
EP (4) EP1902197A2 (fr)
AT (1) ATE467747T1 (fr)
DE (1) DE502006006948D1 (fr)
DK (1) DK1950375T3 (fr)
ES (3) ES2523276T3 (fr)
NO (2) NO341102B1 (fr)
WO (1) WO2007006428A2 (fr)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502006006948D1 (de) 2005-07-09 2010-06-24 Skumtech As Ausbau im Hoch- und Tiefbau
NO334815B1 (no) * 2009-02-03 2014-06-02 John Oldroyd Cheetham Vanntett membran av et ekstrudert plastmateriale
DE102012012522A1 (de) 2011-11-16 2013-05-16 Skumtech As Ausbau im Hoch- und Tiefbau
CN105201532B (zh) * 2015-09-11 2017-09-22 中铁九局集团第二工程有限公司 软弱围岩下地下大跨径球冠状穹顶的环形开挖施工方法
KR101790217B1 (ko) * 2016-12-30 2017-10-25 씨카코리아(주) 방수 시스템
NO348104B1 (en) 2017-11-29 2024-08-19 John Oldroyd Cheetham Disk for fixing and sealing a lining and method for installation and manufacturing the disk
CN108194106B (zh) * 2018-02-26 2019-09-03 龚岗 隧道锚喷支护混凝土台车用移动式灌注施工工艺
CN109973120B (zh) * 2019-04-28 2020-01-10 中国矿业大学 一种预留卸压观测钻孔并联合注浆的两巷变形控制方法
CN110159309B (zh) * 2019-05-27 2021-03-23 中国水利水电第八工程局有限公司 一种采用泡沫混凝土回填矿山法隧道的施工方法
CN115234241B (zh) * 2022-07-25 2023-06-06 广东省源天工程有限公司 一种引水隧洞的施工方法
WO2024112209A1 (fr) 2022-11-24 2024-05-30 John Oldroyd Cheetham Système de fixation et d'étanchéité d'un revêtement fournissant une suspension étanche d'une membrane sur des parois de tunnel

Citations (57)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT194605B (de) 1954-01-23 1958-01-10 Munk & Schmitz Kommanditgesell Verfahren und Vorrichtung zum Flammenspritzen pulverförmiger oder pastöser thermoplastischer Stoffe
CH332229A (de) 1954-01-26 1958-08-31 Montedison Spa Verfahren zum Überziehen einer Fläche mit Polyäthylen durch Flammspritzen
US2936814A (en) 1956-06-25 1960-05-17 Goodyear Tire & Rubber Method of embedding particles in plastic sheet material
US2987104A (en) 1957-09-19 1961-06-06 Congoleum Nairn Inc Method of producing decorative surface covering
US3622422A (en) 1965-12-15 1971-11-23 Kendall & Co Process for producing a nonwoven fabric
DE2400866A1 (de) 1974-01-09 1975-07-17 Ruhrkohle Ag Ausbau fuer unterirdische raeume, insbesondere im tunnel- und im untertagebergbau, z.b. zum streckenausbau
DE2833148A1 (de) 1978-07-28 1980-02-07 Dynamit Nobel Ag Abdichtung von wandungen gegen druckund/oder sickerwasser unter verwendung einer mehrschichtigen dichtungsbahn
DE3244000A1 (de) 1982-11-27 1984-05-30 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Spritzbetonausbau
DE8632994U1 (de) 1986-12-09 1987-02-05 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Rondelle
DE8701969U1 (de) 1986-12-09 1987-04-02 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Rondelle
DE3626980A1 (de) 1986-08-08 1988-02-11 Niederberg Chemie Tunnelausbau
DE8809049U1 (de) 1988-07-14 1988-09-01 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Abdichtungsbahn für Tunnelisolierung
DE3741699A1 (de) 1987-12-09 1989-06-22 Niederberg Chemie Frostsicherung
DE3823898A1 (de) 1988-07-14 1990-01-25 Niederberg Chemie Frostsicherung im tunnel
DE4100902A1 (de) 1990-02-26 1991-08-29 Huels Troisdorf Verfahren zum befestigen von folien oder bahnen zu abdichtungszwecken an einem untergrund
US5075135A (en) 1986-07-04 1991-12-24 Schlegel Lining Technology Gmbh Process for providing the surface of a film made from a weldable polymer material with projections
DE4207210A1 (de) 1992-03-06 1993-09-09 Mauser Werke Gmbh Verfahren und vorrichtung zur erhoehung der oberflaechenrauhigkeit von thermoplastischen kunststoffen
DE69006589T2 (de) 1990-01-03 1994-06-23 Strong Systems Inc Verfahren zum Sanieren von Schächten durch Auskleiden.
DE69010067T2 (de) 1989-04-28 1994-10-13 Trevi Spa Verfahren und Gerät zum Herstellen von Tunneln.
DE69118723T2 (de) 1990-01-26 1996-11-28 Alh Syst Ltd Zementzusammensetzung und die Herstellung von Beton daraus
DE19519595A1 (de) 1995-05-29 1996-12-05 Niedlich Thorsten Verfahren zur Befestigung von Bahnen oder Platten für Abdichtungs- und Schutzzwecke an einem Untergrund im Ingenieur-, Tief-Wasser- und Tunnelbau
DE69122267T2 (de) 1991-01-08 1997-03-06 Basel Sandoz Ltd. Verfahren zum beimischen von zuschlagstoffen in eine versprühte betonmasse und wirkstoff zur anwendung des verfahrens
US5612081A (en) 1994-11-25 1997-03-18 Netlon Limited Applying grit particles to a continuous web
DE19652811A1 (de) 1995-12-27 1997-07-03 Sandoz Ag Verfahren und Einrichtung zum Beschichten von Tunnelinnenwänden mit Spritzbeton
DE29710362U1 (de) 1997-06-13 1997-08-14 Ed. Züblin AG, 70567 Stuttgart Vorrichtung zum Betonieren von bewehrten Decken, speziell Gewölben von Tunneln
DE69403183T2 (de) 1993-12-06 1997-10-09 Sika Ag Verfahren zur Abbindungs- und Erhärtungsbeschleunigung einem eines hydraulische Bindemittel enthaltenden Material, Abbindungs- und Erhärtungsbeschleuniger und Verwendung einer Zusammensetzung zur Abbindungs- und Erhärtungsbeschleunigung
WO1997037772A1 (fr) 1996-04-10 1997-10-16 Gse Lining Technology, Inc. Systeme et procede de formation d'une surface texturee sur une geomembrane
DE29718950U1 (de) 1997-10-24 1998-01-02 Eber, Friedhelm, 45701 Herten Spritzdüse zum Ausblasen von fertigen Gemischen, wie Spritzbeton, Spritzmörtel, Schaumbeton, Schaummörtel o.dgl.
DE19650330A1 (de) 1996-08-16 1998-02-19 Johannes Junior Verfahren und Vorrichtung im Tunnelbau
DE69407418T2 (de) 1993-07-29 1998-05-14 Lafarge Sa ERSTARRUNGS- UND HäRTUNGSBESCHLEUNIGER FüR SILIKATISCHE HYDRAULISCHE BINDEMITTEL
WO1998024738A1 (fr) 1996-12-04 1998-06-11 Mbt Holding Ag Structure en ciment comprenant une couche d'etancheite
DE29812769U1 (de) 1998-07-17 1998-11-12 Hanisch, Wolfgang, 02826 Görlitz Anhängefahrzeug, insbesondere an Personenkraftwagen, für Werbung und Information
DE19721799A1 (de) 1997-05-24 1998-11-26 Naue Fasertechnik Kunststoffdichtungsbahn mit flacher Oberflächenprofilierung und zusätzlich herausragenden Spikes
DE19819660A1 (de) 1997-05-27 1998-12-03 Walter Prof Dr Lukas Spritzdüse und Verfahren zum Trockenspritzen von Spritzbeton
DE19754446A1 (de) 1997-12-08 1999-06-10 Dyckerhoff Ag Spritzbindemittel und dessen Verwendung
DE19746958C1 (de) 1997-10-24 1999-06-17 Friedhelm Eber Vorrichtung zur Herstellung eines Feststoff-Luft-Flüssigkeitsgemisches, insbesondere zur Herstellung von Spritzmörtel oder dergleichen
DE69418316T2 (de) 1993-02-25 1999-09-30 Svensk Glasatervinning Ab, Hammar Verfahren zur herstellung von beton
DE69700205T2 (de) 1996-07-17 1999-09-30 Italcementi S.P.A., Bergamo Schnellhärtender Zement, der Klinker auf der Basis von mit Kalk gemischtem Kalziumfluoraluminat enthält
DE19819148C1 (de) 1998-04-24 1999-12-16 Mannesmann Ag Faser zur Verstärkung gießbarer aushärtender Werkstoffe sowie Verfahren und Vorrichtung zu deren Herstellung
GB2340070A (en) 1998-07-28 2000-02-16 Fosroc International Ltd Waterproofing membranre
DE29818934U1 (de) 1998-10-23 2000-02-24 Tepe Maschinen-, Anlagen- und Industrieanlagenbau GmbH, 99706 Sondershausen Vorrichtung zur Herstellung gebrauchsfertiger Mischungen aus Schüttgut
DE19851913A1 (de) 1998-11-11 2000-05-25 Rombold & Gfroehrer Gmbh & Co Verfahren und Vorrichtung zum Herstellen eines Spritzbetons oder Spritzmörtels
DE19854476A1 (de) 1998-11-25 2000-05-31 Dyckerhoff Ag Hydraulische Bindemittelzusammensetzung sowie deren Verwendung
DE19718035C2 (de) 1997-04-29 2000-07-27 Gse Lining Technology Gmbh Verfahren zum Aufbringen von Kunststoffpartikel auf eine Kunststoffplatte zur Herstellung einer rauhen Oberfläche
DE29824278U1 (de) 1997-12-08 2000-09-21 Dyckerhoff AG, 65203 Wiesbaden Spritzbindemittel
DE69701890T2 (de) 1996-09-19 2000-10-05 Eka Chemicals Ab, Bohus Verfahren zur herstellung einer abbindenden zusammensetzung
DE19838710C2 (de) 1998-08-26 2002-03-21 Spritzbeton Stuttgart Gmbh & C Verfahren zur Herstellung spritzfertigen Spritzbetons
DE19733029C2 (de) 1997-07-31 2002-03-28 Ludwig Pfeiffer Verfahren zur Sanierung einer Rohrleitung, insbesondere für den Tiefbau
DE69801995T2 (de) 1997-04-30 2002-04-04 Ineos Silicas Ltd., Warrington Wässrige silikatlösung und füllstoff enthaltende suspensionen mit hoher lagerstabilität
DE20217044U1 (de) 2002-11-05 2003-06-26 Mohr, Peter, 81825 München Schutzschicht aus zweilagigem Vlies mit innenliegenden Schweißflächen
DE60001390T2 (de) 1999-03-02 2003-12-11 Italcementi S.P.A., Bergamo Schnellhärtender zement enthaltend kalk und aluminate
DE69721121T2 (de) 1996-05-13 2003-12-24 Denki Kagaku Kogyo K.K., Tokio/Tokyo Beschleunigungsmittel, Sprühmaterial und Verfahren das dieses Material verwendet
DE69718705T2 (de) 1996-06-14 2004-03-25 Mbt Holding Ag Zusatz für Spritzbeton
DE69910173T2 (de) 1998-01-14 2004-06-17 SI Corp. Fasern mit verbesserter sinusform, damit bewehrter beton und entsprechendes verfahren
DE60010252T2 (de) 2000-08-08 2004-08-26 Denki Kagaku Kogyo K.K. Beschleunigungsmittel, Spritzmaterial und seine Verwendung in einem Spritzverfahren
DE29825081U1 (de) 1998-11-25 2004-09-09 Dyckerhoff Ag Schnellsterstarrende hydraulische Bindemittelzusammensetzung
EP1950375A2 (fr) 2005-07-09 2008-07-30 Skumtech AS Soutenement dans les superstructures at des infrastructures

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0742497B2 (ja) 1988-02-04 1995-05-10 山陽特殊製鋼株式会社 耐食・耐熱軸受用鋼の熱処理方法
JPH0819833B2 (ja) * 1990-05-24 1996-02-28 環構エンヂニアリング株式会社 トンネル構築における防水シートの取付方法およびその取付部材
JPH0742497A (ja) * 1993-07-30 1995-02-10 Kanko Eng Kk 遮水シートの取付方法とその取付部材
NO301786B1 (no) * 1996-04-11 1997-12-08 Oersta Staalindustri Anordning for festing av tunnelkledning
JPH10306695A (ja) * 1997-04-28 1998-11-17 Taisei Corp トンネルにおける鉄筋吊り下げ金具
JP2000220395A (ja) * 1999-02-02 2000-08-08 Bridgestone Corp 施工面への覆工コンクリート用支持材の取付けに用いる防水型連結具
DE102005019645A1 (de) * 2005-04-26 2006-11-02 Skumtech As Spritzbetonbau mit Foliendichtung

Patent Citations (63)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT194605B (de) 1954-01-23 1958-01-10 Munk & Schmitz Kommanditgesell Verfahren und Vorrichtung zum Flammenspritzen pulverförmiger oder pastöser thermoplastischer Stoffe
CH332229A (de) 1954-01-26 1958-08-31 Montedison Spa Verfahren zum Überziehen einer Fläche mit Polyäthylen durch Flammspritzen
US2936814A (en) 1956-06-25 1960-05-17 Goodyear Tire & Rubber Method of embedding particles in plastic sheet material
US2987104A (en) 1957-09-19 1961-06-06 Congoleum Nairn Inc Method of producing decorative surface covering
US3622422A (en) 1965-12-15 1971-11-23 Kendall & Co Process for producing a nonwoven fabric
DE2400866A1 (de) 1974-01-09 1975-07-17 Ruhrkohle Ag Ausbau fuer unterirdische raeume, insbesondere im tunnel- und im untertagebergbau, z.b. zum streckenausbau
DE2833148A1 (de) 1978-07-28 1980-02-07 Dynamit Nobel Ag Abdichtung von wandungen gegen druckund/oder sickerwasser unter verwendung einer mehrschichtigen dichtungsbahn
DE3244000A1 (de) 1982-11-27 1984-05-30 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Spritzbetonausbau
DE3244000C2 (fr) 1982-11-27 1989-06-29 Niederberg-Chemie Gmbh, 4133 Neukirchen-Vluyn, De
US5075135A (en) 1986-07-04 1991-12-24 Schlegel Lining Technology Gmbh Process for providing the surface of a film made from a weldable polymer material with projections
DE3626980A1 (de) 1986-08-08 1988-02-11 Niederberg Chemie Tunnelausbau
DE8632994U1 (de) 1986-12-09 1987-02-05 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Rondelle
DE8701969U1 (de) 1986-12-09 1987-04-02 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Rondelle
DE3741699A1 (de) 1987-12-09 1989-06-22 Niederberg Chemie Frostsicherung
DE3823898A1 (de) 1988-07-14 1990-01-25 Niederberg Chemie Frostsicherung im tunnel
DE8809049U1 (de) 1988-07-14 1988-09-01 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Abdichtungsbahn für Tunnelisolierung
DE69010067T2 (de) 1989-04-28 1994-10-13 Trevi Spa Verfahren und Gerät zum Herstellen von Tunneln.
DE69006589T2 (de) 1990-01-03 1994-06-23 Strong Systems Inc Verfahren zum Sanieren von Schächten durch Auskleiden.
DE69118723T2 (de) 1990-01-26 1996-11-28 Alh Syst Ltd Zementzusammensetzung und die Herstellung von Beton daraus
DE4100902A1 (de) 1990-02-26 1991-08-29 Huels Troisdorf Verfahren zum befestigen von folien oder bahnen zu abdichtungszwecken an einem untergrund
DE69122267T2 (de) 1991-01-08 1997-03-06 Basel Sandoz Ltd. Verfahren zum beimischen von zuschlagstoffen in eine versprühte betonmasse und wirkstoff zur anwendung des verfahrens
DE4207210A1 (de) 1992-03-06 1993-09-09 Mauser Werke Gmbh Verfahren und vorrichtung zur erhoehung der oberflaechenrauhigkeit von thermoplastischen kunststoffen
DE69418316T2 (de) 1993-02-25 1999-09-30 Svensk Glasatervinning Ab, Hammar Verfahren zur herstellung von beton
DE69407418T2 (de) 1993-07-29 1998-05-14 Lafarge Sa ERSTARRUNGS- UND HäRTUNGSBESCHLEUNIGER FüR SILIKATISCHE HYDRAULISCHE BINDEMITTEL
DE69403183T2 (de) 1993-12-06 1997-10-09 Sika Ag Verfahren zur Abbindungs- und Erhärtungsbeschleunigung einem eines hydraulische Bindemittel enthaltenden Material, Abbindungs- und Erhärtungsbeschleuniger und Verwendung einer Zusammensetzung zur Abbindungs- und Erhärtungsbeschleunigung
US5612081A (en) 1994-11-25 1997-03-18 Netlon Limited Applying grit particles to a continuous web
DE19519595A1 (de) 1995-05-29 1996-12-05 Niedlich Thorsten Verfahren zur Befestigung von Bahnen oder Platten für Abdichtungs- und Schutzzwecke an einem Untergrund im Ingenieur-, Tief-Wasser- und Tunnelbau
DE19652811A1 (de) 1995-12-27 1997-07-03 Sandoz Ag Verfahren und Einrichtung zum Beschichten von Tunnelinnenwänden mit Spritzbeton
US5728424A (en) 1996-04-10 1998-03-17 Gse Lining Technology, Inc. Method for forming a textured surface on a geomembrane
EP0901408A1 (fr) 1996-04-10 1999-03-17 Gse Lining Technology Inc. Systeme et procede de formation d'une surface texturee sur une geomembrane
WO1997037772A1 (fr) 1996-04-10 1997-10-16 Gse Lining Technology, Inc. Systeme et procede de formation d'une surface texturee sur une geomembrane
DE69721121T2 (de) 1996-05-13 2003-12-24 Denki Kagaku Kogyo K.K., Tokio/Tokyo Beschleunigungsmittel, Sprühmaterial und Verfahren das dieses Material verwendet
DE69718705T2 (de) 1996-06-14 2004-03-25 Mbt Holding Ag Zusatz für Spritzbeton
DE69700205T2 (de) 1996-07-17 1999-09-30 Italcementi S.P.A., Bergamo Schnellhärtender Zement, der Klinker auf der Basis von mit Kalk gemischtem Kalziumfluoraluminat enthält
DE29724212U1 (de) 1996-08-16 2000-08-03 TACHUS GMBH, 80336 München Vorrichtung im Tunnelbau
DE19650330A1 (de) 1996-08-16 1998-02-19 Johannes Junior Verfahren und Vorrichtung im Tunnelbau
DE69701890T2 (de) 1996-09-19 2000-10-05 Eka Chemicals Ab, Bohus Verfahren zur herstellung einer abbindenden zusammensetzung
WO1998024738A1 (fr) 1996-12-04 1998-06-11 Mbt Holding Ag Structure en ciment comprenant une couche d'etancheite
DE19718035C2 (de) 1997-04-29 2000-07-27 Gse Lining Technology Gmbh Verfahren zum Aufbringen von Kunststoffpartikel auf eine Kunststoffplatte zur Herstellung einer rauhen Oberfläche
DE69801995T2 (de) 1997-04-30 2002-04-04 Ineos Silicas Ltd., Warrington Wässrige silikatlösung und füllstoff enthaltende suspensionen mit hoher lagerstabilität
DE19721799A1 (de) 1997-05-24 1998-11-26 Naue Fasertechnik Kunststoffdichtungsbahn mit flacher Oberflächenprofilierung und zusätzlich herausragenden Spikes
DE19819660A1 (de) 1997-05-27 1998-12-03 Walter Prof Dr Lukas Spritzdüse und Verfahren zum Trockenspritzen von Spritzbeton
DE29710362U1 (de) 1997-06-13 1997-08-14 Ed. Züblin AG, 70567 Stuttgart Vorrichtung zum Betonieren von bewehrten Decken, speziell Gewölben von Tunneln
DE19733029C2 (de) 1997-07-31 2002-03-28 Ludwig Pfeiffer Verfahren zur Sanierung einer Rohrleitung, insbesondere für den Tiefbau
DE29718950U1 (de) 1997-10-24 1998-01-02 Eber, Friedhelm, 45701 Herten Spritzdüse zum Ausblasen von fertigen Gemischen, wie Spritzbeton, Spritzmörtel, Schaumbeton, Schaummörtel o.dgl.
DE19746958C1 (de) 1997-10-24 1999-06-17 Friedhelm Eber Vorrichtung zur Herstellung eines Feststoff-Luft-Flüssigkeitsgemisches, insbesondere zur Herstellung von Spritzmörtel oder dergleichen
DE19754446A1 (de) 1997-12-08 1999-06-10 Dyckerhoff Ag Spritzbindemittel und dessen Verwendung
DE29824278U1 (de) 1997-12-08 2000-09-21 Dyckerhoff AG, 65203 Wiesbaden Spritzbindemittel
DE29824292U1 (de) 1997-12-08 2000-10-26 Dyckerhoff AG, 65203 Wiesbaden Spritzbeton
DE69910173T2 (de) 1998-01-14 2004-06-17 SI Corp. Fasern mit verbesserter sinusform, damit bewehrter beton und entsprechendes verfahren
DE19819148C1 (de) 1998-04-24 1999-12-16 Mannesmann Ag Faser zur Verstärkung gießbarer aushärtender Werkstoffe sowie Verfahren und Vorrichtung zu deren Herstellung
DE29812769U1 (de) 1998-07-17 1998-11-12 Hanisch, Wolfgang, 02826 Görlitz Anhängefahrzeug, insbesondere an Personenkraftwagen, für Werbung und Information
GB2340070A (en) 1998-07-28 2000-02-16 Fosroc International Ltd Waterproofing membranre
DE19838710C2 (de) 1998-08-26 2002-03-21 Spritzbeton Stuttgart Gmbh & C Verfahren zur Herstellung spritzfertigen Spritzbetons
DE29818934U1 (de) 1998-10-23 2000-02-24 Tepe Maschinen-, Anlagen- und Industrieanlagenbau GmbH, 99706 Sondershausen Vorrichtung zur Herstellung gebrauchsfertiger Mischungen aus Schüttgut
DE19851913A1 (de) 1998-11-11 2000-05-25 Rombold & Gfroehrer Gmbh & Co Verfahren und Vorrichtung zum Herstellen eines Spritzbetons oder Spritzmörtels
DE19854476C2 (de) 1998-11-25 2002-04-11 Dyckerhoff Ag Sulfatträgerfreie hydraulische Bindemittelzusammensetzung sowie deren Verwendung
DE19854476A1 (de) 1998-11-25 2000-05-31 Dyckerhoff Ag Hydraulische Bindemittelzusammensetzung sowie deren Verwendung
DE29825081U1 (de) 1998-11-25 2004-09-09 Dyckerhoff Ag Schnellsterstarrende hydraulische Bindemittelzusammensetzung
DE60001390T2 (de) 1999-03-02 2003-12-11 Italcementi S.P.A., Bergamo Schnellhärtender zement enthaltend kalk und aluminate
DE60010252T2 (de) 2000-08-08 2004-08-26 Denki Kagaku Kogyo K.K. Beschleunigungsmittel, Spritzmaterial und seine Verwendung in einem Spritzverfahren
DE20217044U1 (de) 2002-11-05 2003-06-26 Mohr, Peter, 81825 München Schutzschicht aus zweilagigem Vlies mit innenliegenden Schweißflächen
EP1950375A2 (fr) 2005-07-09 2008-07-30 Skumtech AS Soutenement dans les superstructures at des infrastructures

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
ZEITSCHRIFT, FORSCHUNG + PRAXIS, 1970, pages 184

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EP2837768B1 (fr) 2018-01-31
EP1950375A3 (fr) 2008-08-27
NO20160753A1 (no) 2016-05-04
EP2420648B1 (fr) 2014-10-08
EP1950375A2 (fr) 2008-07-30
DE502006006948D1 (de) 2010-06-24
WO2007006428A3 (fr) 2007-03-29
EP2837768A3 (fr) 2015-09-09
EP2420648A3 (fr) 2013-01-02
NO341102B1 (no) 2017-08-28
EP1950375B1 (fr) 2010-05-12
ES2341592T3 (es) 2010-06-22
ES2523276T3 (es) 2014-11-24
WO2007006428A2 (fr) 2007-01-18
ATE467747T1 (de) 2010-05-15
ES2659022T3 (es) 2018-03-13
NO20076650L (no) 2007-12-27

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