EP3199719B1 - A device, system and method for fastening a mesh to a building structure, and a construction element - Google Patents
A device, system and method for fastening a mesh to a building structure, and a construction element Download PDFInfo
- Publication number
- EP3199719B1 EP3199719B1 EP16153605.7A EP16153605A EP3199719B1 EP 3199719 B1 EP3199719 B1 EP 3199719B1 EP 16153605 A EP16153605 A EP 16153605A EP 3199719 B1 EP3199719 B1 EP 3199719B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- spacer
- anchor
- building structure
- mesh
- inner part
- 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.)
- Not-in-force
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
- E04F13/04—Bases for plaster
- E04F13/045—Means for fastening plaster-bases to a supporting structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
- E04F13/04—Bases for plaster
- E04F13/047—Plaster carrying meshes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
Definitions
- the invention relates to a device for fastening a mesh to a building structure.
- This type of devices comprises an anchor to be inserted into the building structure, and spacer for providing a gap between the building structure and the mesh.
- a locking pin is used for locking the mesh to the device.
- Such devices are generally used for fastening a mesh, such as a wire mesh or reinforcement mesh, with a suitable gap to a surface of a building structure, wherein the building structure is provided with a layer of cementitious material or anhydrite material, such as a plaster layer, render layer or similar, on the mesh.
- Such devices can be used for producing prefabricated construction elements, wherein a plurality of anchors is inserted into a building structure comprising unsolidified cementitious or anhydrite materials, such as a concrete layer, and optionally also an insulation layer. Then, the mesh is applied onto the devices and fastened to the devices by means of locking pins, wherein the layer of cementitious material or anhydrite material, such as the plaster or render layer, can be applied onto the building structure and the mesh to enclose the mesh.
- the invention also relates to a system for fastening a mesh to a building structure, a method of fastening a mesh to a building structure and a prefabricated construction element comprising the device of the present invention.
- a mesh such as a plaster reinforcement mesh or a render reinforcement mesh
- Some of these devices comprise an elongated anchor for insertion into the building structure for fixing the anchor thereto.
- Said anchor comprises a hole for receiving a locking pin for locking the mesh to the anchor.
- US1705651 discloses a device for fastening a wire mesh to a building structure, comprising a nail and a spacer.
- the spacer is formed as an arch with a groove for receiving the mesh wire, and a flanged opening is arranged in the groove for receiving the nail in all possible angular positions.
- An object of the present invention is to avoid the above mentioned problem of the prior art and provide a device and a method for fastening a mesh to a building structure that counteract settlement and subsidence of a layer of cementitious or anhydrite material, such as a plaster layer or render layer, while maintaining or improving the strength of such a layer.
- the present invention relates to a device for fastening a mesh to a building structure, comprising an elongated anchor with a longitudinal axis, a first end and a second end, wherein the first end is arranged for insertion into the building structure and the second end comprises a through aperture for receiving a locking pin to lock the mesh to the device, characterised in that the device comprises an elongate spacer for providing a gap between the building structure and the mesh, said spacer having an outer part and an inner part, wherein the anchor is connected to the spacer so that the first end of the anchor projects from the inner part of the spacer and the second end comprising the aperture projects from the outer part of the spacer, and wherein the inner part of the spacer is in an oblique angle to the longitudinal axis of the anchor to guide the anchor in a corresponding angle into the building structure.
- the spacer results in that the mesh is applied on a favourable distance from the building structure to form a gap between the building structure and the mesh, wherein a layer of plaster, render or similar applied thereon is reinforced efficiently and a strong coating layer is provided.
- the oblique angle between the inner part of the spacer and the longitudinal axis of the anchor results in that the anchor is inserted obliquely into the building structure, i.e. in an angle that is offset from perpendicular to the surface of the building structure such as offset from horizontal for a wall structure, which counteracts movement of the coating layer downwards due to gravity.
- the device is arranged to prevent sinkage of a cementitious or anhydrite layer applied on the surface of the building structure and which layer is reinforced by the mesh.
- the angle is arranged so that the anchor is inserted obliquely upwards into a building structure in the form of a wall structure, so that the first end of the anchor is arranged below the second end thereof.
- the device is arranged with an oblique angle the inner part of the spacer and the longitudinal axis of the anchor or between the longitudinal axis of the spacer and the longitudinal axis of the anchor, in particular of 60-85°, 70-80° or about 75° to provide a favourable angle between the building structure and the anchor during insertion thereof into the building structure while aligning the inner part of the spacer with the surface of the building structure. It has been found that such an angle is particularly effective against downward movement of a cementitious coating layer, such as a plaster or render coating layer.
- a cementitious coating layer such as a plaster or render coating layer.
- the spacer is formed to provide a visual reference for insertion of the anchor at the favourable oblique angle into the building structure.
- one or more portions of the inner part of the spacer are level or aligned to form a visual reference of a straight line to be aligned with the surface of the building structure.
- the inner part of the spacer can form a straight line or can be flat.
- a peripheral edge of the inner part can be straight or opposite long side edges thereof can be straight and level.
- the inner part of the spacer can be flat.
- the spacer can be formed as a cylinder, a block, a plate or similar.
- the spacer can be formed with a through opening for receiving a portion of the anchor.
- the spacer can be formed to be mounted on the anchor in a safe and efficient manner on a building site by the construction worker or manually or automatically at an industrial plant for mass production of devices of the present invention.
- the spacer can easily be formed in another material than the anchor, such as a non-metal material, e.g. plastic materials, to prevent galvanic current between the mesh and the spacer.
- the spacer can be formed in a material being more noble in galvanic series than the mesh but is then provided with a coating to prevent galvanic current between the mesh and the spacer.
- the anchor can be 50-500 mm long, depending on the building structure and, e.g. presence of different layers of said building structure, such as one or more insulation layers.
- a width of the inner part of the spacer can be 5-50 mm, 10-20 mm or 10 mm or at least 5 mm or at least 10 mm, and for example flat, to prevent the spacer from easily sinking into the building structure during mounting when the spacer engages the surface and thereby provide a stop for further insertion of the device into the building structure.
- a height of the spacer can be 3-20 mm, 4-10 mm, 4-8 mm or 4 mm or at least 3 mm to provide a suitable gap between the mesh and the surface of the building structure and thereby efficient reinforcement to obtain a strong layer of cementitious material applied on the surface of the building structure.
- the spacer can be 40-200 mm, 50-100 mm or 70 mm or at least 50 mm long to provide a suitable cooperation with the type of mesh intended for use, i.e. adapted to the mesh size of the mesh to engage the mesh and not fall within an open area of the mesh and loose its function as a spacer.
- the length of the spacer can be longer than the openings in the mesh.
- the mesh size of the mesh can be 10-200 mm, 20-100 mm or 20-50 mm. A considerable length of the spacer results in the possibility of having a long inner part which can provide better visual reference during insertion of the anchor to help obtaining the correct angle to the surface of the building structure.
- the spacer can be a solid or non-solid structure.
- the spacer can be hollow or provided with one or more holes, e.g. to reduce material cost. Such holes can be arranged through the spacer, e.g. from the outer part to the inner part.
- the spacer is arranged as a framework structure.
- a system for fastening a mesh to a building structure comprising said device, having the anchor and the spacer, and a locking pin for locking the mesh to the device and prevent the mesh from being disengaged with the spacer.
- the locking pin can have an elongate straight portion and a radially extending portion, such as a bent portion, so that the locking pin easily can be introduced into the aperture of the anchor and prevented from falling through said aperture by means of the radially extending portion.
- a prefabricated construction element comprising a layer of cementitious or anhydrite material, such as a concrete layer, an insulation layer, a mesh, a plurality of devices having the anchor and the spacer, and a locking pin for each device, wherein the first end of the anchors are embedded in the concrete layer, and the locking pins are inserted in the aperture to hold the mesh against the spacers.
- a layer of cementitious or anhydrite material such as a concrete layer, an insulation layer, a mesh, a plurality of devices having the anchor and the spacer, and a locking pin for each device, wherein the first end of the anchors are embedded in the concrete layer, and the locking pins are inserted in the aperture to hold the mesh against the spacers.
- a device 10 for fastening a mesh to a building structure is illustrated schematically according to one embodiment.
- the device 10 is arranged for fastening a mesh, such as a mesh for reinforcing a layer of cementitious material, anhydrite material or similar, to a building structure.
- the device 10 is arranged for fastening a mesh for reinforcing a render layer or a plaster layer, such as a render or plaster coating layer or façade layer.
- the device 10 is arranged for fastening a steel wire mesh or a mesh of plastic materials.
- the device 10 comprises an anchor 11 and a spacer 12.
- the anchor 11 is arranged for insertion into the building structure for fastening of the anchor 11 to the building structure, which is described in more detail below.
- the anchor 11 is elongated and has a longitudinal axis.
- the anchor 11 has a first end 13 and a second end 14, wherein the second end 14 is provided with a through aperture 15.
- the first end 13 is arranged for insertion into the building structure, wherein the second end 14 is arranged for projecting from a surface of the building structure.
- the anchor 11 is substantially straight.
- the anchor 11 is arranged with an invariable diameter along at least a major part of its length.
- the anchor 11 is pointed towards the first end 13.
- the first end 13 is arranged with non-level surface to improve engagement to the surrounding material.
- the first end 13 is arranged with a sinusoidal form, waveform, bend or zigzag shape.
- the first end 13 is rounded or pointed.
- the aperture 15 extends through the anchor 11 in a direction across the longitudinal axis of the anchor 11.
- the aperture 15 extends through the anchor 11 in a direction perpendicular to the longitudinal axis of the anchor 11.
- the aperture 15 is arranged for receiving a locking pin, which is described more in detail below.
- the second end 14 with the aperture 15 is arranged as a ring-shaped part for enclosing the locking pin entirely.
- the aperture 15 is arranged for partially enclosing the locking pin so as to prevent the locking pin from leaving the aperture in a direction along the longitudinal direction of the anchor 11.
- the anchor 11 is arranged with a length of 50-500 mm.
- the spacer 12 is connected to the anchor 11.
- the spacer 12 is elongated and comprises a longitudinal axis.
- the spacer 12 comprises an outer part 16 and an inner part 17.
- the outer part 16 and the inner part 17 are outer and inner sides, respectively, wherein the spacer 12 is also formed with long sides 18 connecting the inner part 17 and the outer part 16.
- the spacer 12 is formed as a rectangular parallelepiped.
- the spacer also has first and second ends 19, 20.
- the outer part 16 is formed in any suitable manner.
- the outer part 16 is arched and optionally connected directly to the inner part 17.
- the inner part 17 is curved.
- the spacer 12 is formed as a cylinder.
- the inner part 17 is level or flat or is formed with a uniform and straight periphery in the longitudinal direction of the spacer 12.
- the entire inner part 17 is level or flat.
- at least long side edges of the inner part 17 are parallel and straight.
- portions of the inner part 17 are arranged in a common plane.
- the spacer 12 is formed with a through opening 21 for receiving the anchor 11.
- the opening 21 extends from the outer part 16 to the inner part 17.
- the opening 21 is arranged centrally in the spacer 12.
- the opening 21 is arranged through a portion of the spacer 12 being closer to one of the first and second ends 19, 20.
- the spacer 12 is manually mounted on the anchor 11 at a building site where the device 10 is to be used.
- the spacer 12 is mounted on the anchor 11 at a production site for mass production of devices 10.
- the spacer 12 is mounted on the anchor 11.
- the anchor 11 and the spacer 12 are arranged as a single integrated part, e.g. by moulding.
- the anchor 12 extends through the opening 21, wherein the second end 14 with the aperture 15 projects from the outer part 16.
- a portion of the anchor 11 close to the second end 14 extends through the opening 21 in the spacer 12, wherein a major part of the anchor 11 terminated with the first end 13 projects from the inner part 17 of the spacer 12.
- the anchor 11 and the spacer 12 are formed in materials so as to avoid galvanic corrosion of the mesh and/or the device 10.
- the spacer 12 is formed in a non-metal material, such as plastic materials.
- the spacer 12 is formed in metal.
- the spacer 12 is formed in a material being less noble in galvanic series than the mesh.
- the spacer 12 is formed in a material being less noble in galvanic series than a steel wire mesh or expanded steel mesh used for reinforcing render and plaster layers, so as to avoid galvanic corrosion of the mesh.
- the spacer 12 is formed in a material being more noble in galvanic series than the mesh and is provided with a coating, so as to avoid galvanic corrosion of the mesh and/or the device 10.
- the anchor 11 is, e.g. made of metal, such as steel.
- the anchor 11 is made of plastic materials.
- the opening 21 through the spacer 12 extends from the outer part 16 to the inner part 17, substantially in the direction of the longitudinal axis of the anchor 11, wherein the anchor 11 extends through the opening 21.
- the anchor 11 is formed with one or more projections 22 extending into corresponding grooves 23 in the spacer 12.
- the projections 22 extend in the radial direction and along the longitudinal axis of the anchor 11 close to the second end 14 of the anchor 11 so as to prevent rotation of the anchor 11 in relation to the spacer 12.
- the projections 22 and the corresponding grooves 23 are tapered along the longitudinal axis of the anchor 11 towards the first end thereof.
- the anchor 11 is formed with two opposite projections 22 or four projections 22 distributed around the longitudinal axis of the anchor 11.
- the projections 22 and the grooves 23 are forming a cross-shaped configuration.
- a part of the device 10 is illustrated, wherein the spacer 12 is illustrated as a section view and a part of the anchor 11 including the second end 14 is illustrated.
- the longitudinal axis A of the anchor is illustrated by means of a first dash and dot line and the longitudinal axis B of the spacer 12 is illustrated by a second dash and dot line.
- the inner part 17 of the spacer 12 is arranged in an oblique angle ⁇ to the longitudinal axis A of the anchor 11 to guide the anchor 11 in a corresponding angle into the building structure and thereby reduce the effect of a plaster layer or render layer sinking or moving towards the ground by gravity over time.
- the anchor 11 is arranged obliquely in relation to the spacer 12, wherein the longitudinal axis A of the anchor 11 is arranged in the angle ⁇ in relation to the longitudinal axis B of the spacer 12.
- the angle ⁇ is less than 90°.
- the angle ⁇ is 60°-85°, 70°-80° or about 75°.
- the building structure 24 comprises a first layer 25 of a solidifying or hardening material, such as a layer including a cementitious or anhydrite material.
- the first layer is a concrete layer or similar.
- the building structure 24 comprises a second layer 26, such as an insulation layer, which e.g. is arranged on the first layer 25.
- the device 10 is introduced into the first layer 25 being unsolidified, such as unsolidified or wet concrete.
- the anchor 11 is inserted into the building structure 24, which is illustrated by means of the arrow C in Fig. 5 .
- the anchor 11 is inserted into the first layer 25 through the second layer 26.
- the spacer 12, or at least the inner part 17 of the spacer 12 is aligned with a surface 27 of the building structure 24 to ensure that the anchor 11 is introduced in a correct or favourable angle into the building structure 24.
- the inner part 17 of the spacer 12 is arranged obliquely to the anchor 11 so that the anchor 11 is introduced in the correct or favourable angle into the unsolidified material of the building structure 24 while the inner part 17 of the spacer 12 is aligned with the surface 27 of the building structure 24, so that the inner part 17 is parallel to the surface 27.
- the device 10 is arranged so that the spacer 12 extends vertically, wherein the anchor 11 extends obliquely upwards into the building structure 24.
- the first end 13 of the anchor 11 is arranged above the second end 14.
- the anchor 11 is inserted into the building structure 24 until the inner part 17 of the spacer 12 engages the surface 27 of the building structure 24, which is illustrated in Fig. 6 .
- the anchor 11 extends into the building structure 24, such as through the second layer 26 and into the first layer 25, wherein the first end 13 of the anchor 11 is embedded in the building structure 24 or the first layer 25 thereof.
- the second end 14 of the anchor 11 projects from the surface 27 of the building structure 24 and from the outer part 16 of the spacer 12.
- the inner part 17 of the spacer 12 engages the surface 27 of the building structure 24 and, e.g. the longitudinal axis B of the spacer 12 is arranged in parallel to the surface 27 of the building structure 24.
- the device 10 is illustrated inserted into the building structure 24, wherein a mesh 28 has been arranged onto the spacer 12 and the mesh 28 has been fastened to the device 10 by means of a locking pin 29.
- the outer part 16 of the spacer 12 is arranged for engaging the mesh 28 so that the mesh 28 is arranged a suitable distance from the surface 27 of the building structure 24 to form a gap between said surface 27 and the mesh 28.
- a plurality of devices 10 is inserted into the building structure 24. Then, the mesh 28 is applied onto the spacers 12 and fastened to the devices 10 by means of a single locking pin 29 for each of the devices 10.
- the locking pin 29 is inserted into the aperture 15 in the anchor 11 in a direction substantially in parallel to a plane of the surface 27 and a plane of the mesh 28, wherein the mesh 28 is arranged between the spacer 12 and the locking pin 29.
- the locking pin 29 is arranged substantially in parallel to a plane of the outer part 16 and/or a plane of the inner part 17 of the spacer 12.
- the locking pin 29 is arranged substantially in the angle ⁇ in relation to the longitudinal axis A of the anchor 11.
- the locking pin 29 engages the mesh 28 and prevents the mesh 28 from leaving its position on the spacers 12, wherein the mesh 28 extends in parallel to the surface 27 of the building structure 24.
- the locking pin 29 comprises an elongate straight portion 30 for insertion into the aperture 15, and a radially extending portion, such as a bent portion 31, preventing the locking pin 29 from unintentionally running through the aperture 15.
- the locking pin 29 is tapered to prevent the locking pin 29 from leaving the aperture 15 by means of gravity.
- the straight portion 30 has a straight longitudinal axis, wherein one of the end parts of the locking pin 29 is formed or provided with a radially extending portion, such as the bent portion 31, a ring, a projection, a flange or a portion with larger diameter or similar.
- the device 10 and the locking pin 29 form a system for fastening the mesh 28 to the building structure 24.
- the building structure 24 with the mesh 28 mounted thereto by means of a plurality of the devices 10 and locking pins 29 is provided with a layer of cementitious or anhydrite material, such as a render or plaster layer, on the mesh 28 to form a construction element, such as a wall element.
- the construction element is a prefabricated construction element comprising the building structure 24, the mesh 28, a plurality of devices 10, a plurality of locking pins 29 and said layer applied to the mesh 28, wherein the anchors 11 of the devices 10 are inserted into an unsolidified material, such as an unsolidified or wet cementitious or anhydrite material, of the building structure, after which the unsolidified material is solidified.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
- The invention relates to a device for fastening a mesh to a building structure. This type of devices comprises an anchor to be inserted into the building structure, and spacer for providing a gap between the building structure and the mesh. A locking pin is used for locking the mesh to the device. Such devices are generally used for fastening a mesh, such as a wire mesh or reinforcement mesh, with a suitable gap to a surface of a building structure, wherein the building structure is provided with a layer of cementitious material or anhydrite material, such as a plaster layer, render layer or similar, on the mesh.
- Such devices can be used for producing prefabricated construction elements, wherein a plurality of anchors is inserted into a building structure comprising unsolidified cementitious or anhydrite materials, such as a concrete layer, and optionally also an insulation layer. Then, the mesh is applied onto the devices and fastened to the devices by means of locking pins, wherein the layer of cementitious material or anhydrite material, such as the plaster or render layer, can be applied onto the building structure and the mesh to enclose the mesh.
- The invention also relates to a system for fastening a mesh to a building structure, a method of fastening a mesh to a building structure and a prefabricated construction element comprising the device of the present invention.
- There is a plurality of different types of devices for fastening a mesh, such as a plaster reinforcement mesh or a render reinforcement mesh, to a building structure in the prior art. Some of these devices comprise an elongated anchor for insertion into the building structure for fixing the anchor thereto. Said anchor comprises a hole for receiving a locking pin for locking the mesh to the anchor.
-
US1705651 discloses a device for fastening a wire mesh to a building structure, comprising a nail and a spacer. The spacer is formed as an arch with a groove for receiving the mesh wire, and a flanged opening is arranged in the groove for receiving the nail in all possible angular positions. - In view of the prior art devices for fastening a mesh to a building structure there is a need to improve the strength of a plaster layer or render layer applied on the mesh.
- Further, one problem with such prior art devices is that the render layer or plaster layer applied on the mesh is subject to considerable settlement or subsidence.
- An object of the present invention is to avoid the above mentioned problem of the prior art and provide a device and a method for fastening a mesh to a building structure that counteract settlement and subsidence of a layer of cementitious or anhydrite material, such as a plaster layer or render layer, while maintaining or improving the strength of such a layer.
- The present invention relates to a device for fastening a mesh to a building structure, comprising an elongated anchor with a longitudinal axis, a first end and a second end, wherein the first end is arranged for insertion into the building structure and the second end comprises a through aperture for receiving a locking pin to lock the mesh to the device, characterised in that the device comprises an elongate spacer for providing a gap between the building structure and the mesh, said spacer having an outer part and an inner part, wherein the anchor is connected to the spacer so that the first end of the anchor projects from the inner part of the spacer and the second end comprising the aperture projects from the outer part of the spacer, and wherein the inner part of the spacer is in an oblique angle to the longitudinal axis of the anchor to guide the anchor in a corresponding angle into the building structure. The spacer results in that the mesh is applied on a favourable distance from the building structure to form a gap between the building structure and the mesh, wherein a layer of plaster, render or similar applied thereon is reinforced efficiently and a strong coating layer is provided. Further, the oblique angle between the inner part of the spacer and the longitudinal axis of the anchor results in that the anchor is inserted obliquely into the building structure, i.e. in an angle that is offset from perpendicular to the surface of the building structure such as offset from horizontal for a wall structure, which counteracts movement of the coating layer downwards due to gravity. Hence, the device is arranged to prevent sinkage of a cementitious or anhydrite layer applied on the surface of the building structure and which layer is reinforced by the mesh. For example, the angle is arranged so that the anchor is inserted obliquely upwards into a building structure in the form of a wall structure, so that the first end of the anchor is arranged below the second end thereof. Hence, the combination of the configuration of the spacer and the angle between the spacer and the anchor results in a strong and durable cementitious coating layer which is subject to less settlement and subsidence over time due to gravity.
- The device is arranged with an oblique angle the inner part of the spacer and the longitudinal axis of the anchor or between the longitudinal axis of the spacer and the longitudinal axis of the anchor, in particular of 60-85°, 70-80° or about 75° to provide a favourable angle between the building structure and the anchor during insertion thereof into the building structure while aligning the inner part of the spacer with the surface of the building structure. It has been found that such an angle is particularly effective against downward movement of a cementitious coating layer, such as a plaster or render coating layer.
- The spacer, or at least the inner part of the spacer, is formed to provide a visual reference for insertion of the anchor at the favourable oblique angle into the building structure. For example, one or more portions of the inner part of the spacer are level or aligned to form a visual reference of a straight line to be aligned with the surface of the building structure. The inner part of the spacer can form a straight line or can be flat. For example, a peripheral edge of the inner part can be straight or opposite long side edges thereof can be straight and level. The inner part of the spacer can be flat. The spacer can be formed as a cylinder, a block, a plate or similar.
- The spacer can be formed with a through opening for receiving a portion of the anchor. Hence, the spacer can be formed to be mounted on the anchor in a safe and efficient manner on a building site by the construction worker or manually or automatically at an industrial plant for mass production of devices of the present invention. Further, the spacer can easily be formed in another material than the anchor, such as a non-metal material, e.g. plastic materials, to prevent galvanic current between the mesh and the spacer. Alternatively, the spacer can be formed in a material being more noble in galvanic series than the mesh but is then provided with a coating to prevent galvanic current between the mesh and the spacer.
- The anchor can be 50-500 mm long, depending on the building structure and, e.g. presence of different layers of said building structure, such as one or more insulation layers.
- A width of the inner part of the spacer can be 5-50 mm, 10-20 mm or 10 mm or at least 5 mm or at least 10 mm, and for example flat, to prevent the spacer from easily sinking into the building structure during mounting when the spacer engages the surface and thereby provide a stop for further insertion of the device into the building structure.
- A height of the spacer can be 3-20 mm, 4-10 mm, 4-8 mm or 4 mm or at least 3 mm to provide a suitable gap between the mesh and the surface of the building structure and thereby efficient reinforcement to obtain a strong layer of cementitious material applied on the surface of the building structure.
- The spacer can be 40-200 mm, 50-100 mm or 70 mm or at least 50 mm long to provide a suitable cooperation with the type of mesh intended for use, i.e. adapted to the mesh size of the mesh to engage the mesh and not fall within an open area of the mesh and loose its function as a spacer. Hence, the length of the spacer can be longer than the openings in the mesh. The mesh size of the mesh can be 10-200 mm, 20-100 mm or 20-50 mm. A considerable length of the spacer results in the possibility of having a long inner part which can provide better visual reference during insertion of the anchor to help obtaining the correct angle to the surface of the building structure. A considerable length of the spacer can also result in a substantial area of the inner part to provide the stop function against a soft surface of the building structure. The spacer can be a solid or non-solid structure. For example, the spacer can be hollow or provided with one or more holes, e.g. to reduce material cost. Such holes can be arranged through the spacer, e.g. from the outer part to the inner part. For example, the spacer is arranged as a framework structure.
- Disclosed is also a system for fastening a mesh to a building structure, comprising said device, having the anchor and the spacer, and a locking pin for locking the mesh to the device and prevent the mesh from being disengaged with the spacer. The locking pin can have an elongate straight portion and a radially extending portion, such as a bent portion, so that the locking pin easily can be introduced into the aperture of the anchor and prevented from falling through said aperture by means of the radially extending portion.
- Disclosed is also a method for fastening a mesh to a building structure, comprising the steps of
- a) guiding a first end of an elongated anchor having a longitudinal axis into a building structure obliquely to the building structure by means of an elongate spacer being connected to the anchor and having an inner part arranged in an oblique angle to the longitudinal axis of the anchor, to guide said anchor in a corresponding angle into the building structure, while aligning said inner part of the spacer with an outer surface of the building structure, until a second end of the anchor, comprising a through aperture, is projecting from said building structure and the spacer engages an outer surface of the building structure,
- b) repeating step a) and thereby inserting a plurality of anchors carrying spacers into the building structure,
- c) applying the mesh onto the anchors and bringing portions of the mesh into engagement with the spacers to provide a gap between the building structure and the mesh, and
- d) inserting an elongated locking pin in each of the apertures to fasten the mesh to the devices.
- Disclosed is also a prefabricated construction element, comprising a layer of cementitious or anhydrite material, such as a concrete layer, an insulation layer, a mesh, a plurality of devices having the anchor and the spacer, and a locking pin for each device, wherein the first end of the anchors are embedded in the concrete layer, and the locking pins are inserted in the aperture to hold the mesh against the spacers.
- Further characteristics and advantages of the present invention will become apparent from the description of the embodiments below, the appended drawings and the dependent claims.
- The invention will now be described more in detail with the aid of embodiment examples and with reference to the appended drawings, in which
-
Fig. 1 is a schematic perspective view illustrating a device for fastening a mesh to a building structure according to one embodiment, illustrating an elongated anchor and an elongated spacer of the device, -
Fig. 2 is a schematic side view of a part of the device according to one embodiment, illustrating the spacer in section view, -
Fig. 3 is a schematic top view of the device according to one embodiment, -
Fig. 4 is a schematic side view of a part of the device according to one embodiment, illustrating the spacer in section view, -
Figs. 5-7 are schematic section views illustrating insertion of the device into a building structure and fastening of a mesh to the anchor by means of a locking pin, and -
Fig. 8 is a schematic front view of a part of a mesh fastened to a building structure by means of the device and a locking pin. - Referring to
Figs. 1-3 adevice 10 for fastening a mesh to a building structure is illustrated schematically according to one embodiment. Thedevice 10 is arranged for fastening a mesh, such as a mesh for reinforcing a layer of cementitious material, anhydrite material or similar, to a building structure. For example, thedevice 10 is arranged for fastening a mesh for reinforcing a render layer or a plaster layer, such as a render or plaster coating layer or façade layer. For example, thedevice 10 is arranged for fastening a steel wire mesh or a mesh of plastic materials. - The
device 10 comprises ananchor 11 and aspacer 12. Theanchor 11 is arranged for insertion into the building structure for fastening of theanchor 11 to the building structure, which is described in more detail below. Theanchor 11 is elongated and has a longitudinal axis. Theanchor 11 has afirst end 13 and asecond end 14, wherein thesecond end 14 is provided with a throughaperture 15. Thefirst end 13 is arranged for insertion into the building structure, wherein thesecond end 14 is arranged for projecting from a surface of the building structure. For example, theanchor 11 is substantially straight. According to the illustrated embodiment theanchor 11 is arranged with an invariable diameter along at least a major part of its length. Alternatively, theanchor 11 is pointed towards thefirst end 13. For example, thefirst end 13 is arranged with non-level surface to improve engagement to the surrounding material. For example, thefirst end 13 is arranged with a sinusoidal form, waveform, bend or zigzag shape. For example, thefirst end 13 is rounded or pointed. Theaperture 15 extends through theanchor 11 in a direction across the longitudinal axis of theanchor 11. For example, theaperture 15 extends through theanchor 11 in a direction perpendicular to the longitudinal axis of theanchor 11. Theaperture 15 is arranged for receiving a locking pin, which is described more in detail below. According to the illustrated embodiment, thesecond end 14 with theaperture 15 is arranged as a ring-shaped part for enclosing the locking pin entirely. Alternatively, theaperture 15 is arranged for partially enclosing the locking pin so as to prevent the locking pin from leaving the aperture in a direction along the longitudinal direction of theanchor 11. For example, theanchor 11 is arranged with a length of 50-500 mm. - The
spacer 12 is connected to theanchor 11. Thespacer 12 is elongated and comprises a longitudinal axis. Thespacer 12 comprises anouter part 16 and aninner part 17. In the illustrated embodiment theouter part 16 and theinner part 17 are outer and inner sides, respectively, wherein thespacer 12 is also formed withlong sides 18 connecting theinner part 17 and theouter part 16. For example, thespacer 12 is formed as a rectangular parallelepiped. The spacer also has first and second ends 19, 20. Alternatively, theouter part 16 is formed in any suitable manner. For example, theouter part 16 is arched and optionally connected directly to theinner part 17. Alternatively, theinner part 17 is curved. For example, thespacer 12 is formed as a cylinder. For example, theinner part 17 is level or flat or is formed with a uniform and straight periphery in the longitudinal direction of thespacer 12. In the illustrated embodiment the entireinner part 17 is level or flat. For example, at least long side edges of theinner part 17 are parallel and straight. Alternatively, portions of theinner part 17 are arranged in a common plane. - In the illustrated embodiment, the
spacer 12 is formed with a throughopening 21 for receiving theanchor 11. Theopening 21 extends from theouter part 16 to theinner part 17. In the illustrated embodiment theopening 21 is arranged centrally in thespacer 12. Alternatively, theopening 21 is arranged through a portion of thespacer 12 being closer to one of the first and second ends 19, 20. For example, thespacer 12 is manually mounted on theanchor 11 at a building site where thedevice 10 is to be used. Alternatively, thespacer 12 is mounted on theanchor 11 at a production site for mass production ofdevices 10. In the illustrated embodiment, thespacer 12 is mounted on theanchor 11. Alternatively, theanchor 11 and thespacer 12 are arranged as a single integrated part, e.g. by moulding. Theanchor 12 extends through theopening 21, wherein thesecond end 14 with theaperture 15 projects from theouter part 16. A portion of theanchor 11 close to thesecond end 14 extends through theopening 21 in thespacer 12, wherein a major part of theanchor 11 terminated with thefirst end 13 projects from theinner part 17 of thespacer 12. - According to one embodiment the
anchor 11 and thespacer 12 are formed in materials so as to avoid galvanic corrosion of the mesh and/or thedevice 10. For example, thespacer 12 is formed in a non-metal material, such as plastic materials. Alternatively, thespacer 12 is formed in metal. For example, thespacer 12 is formed in a material being less noble in galvanic series than the mesh. For example, thespacer 12 is formed in a material being less noble in galvanic series than a steel wire mesh or expanded steel mesh used for reinforcing render and plaster layers, so as to avoid galvanic corrosion of the mesh. Alternatively, thespacer 12 is formed in a material being more noble in galvanic series than the mesh and is provided with a coating, so as to avoid galvanic corrosion of the mesh and/or thedevice 10. Theanchor 11 is, e.g. made of metal, such as steel. Alternatively, theanchor 11 is made of plastic materials. - With reference particularly to
Figs. 2 and 3 theopening 21 through thespacer 12 extends from theouter part 16 to theinner part 17, substantially in the direction of the longitudinal axis of theanchor 11, wherein theanchor 11 extends through theopening 21. According to the illustrated embodiment theanchor 11 is formed with one ormore projections 22 extending into correspondinggrooves 23 in thespacer 12. Theprojections 22 extend in the radial direction and along the longitudinal axis of theanchor 11 close to thesecond end 14 of theanchor 11 so as to prevent rotation of theanchor 11 in relation to thespacer 12. Further, according to the illustrated embodiment theprojections 22 and thecorresponding grooves 23 are tapered along the longitudinal axis of theanchor 11 towards the first end thereof. For example, theanchor 11 is formed with twoopposite projections 22 or fourprojections 22 distributed around the longitudinal axis of theanchor 11. For example, theprojections 22 and thegrooves 23 are forming a cross-shaped configuration. - With reference to
Fig. 4 a part of thedevice 10 is illustrated, wherein thespacer 12 is illustrated as a section view and a part of theanchor 11 including thesecond end 14 is illustrated. The longitudinal axis A of the anchor is illustrated by means of a first dash and dot line and the longitudinal axis B of thespacer 12 is illustrated by a second dash and dot line. Theinner part 17 of thespacer 12 is arranged in an oblique angle α to the longitudinal axis A of theanchor 11 to guide theanchor 11 in a corresponding angle into the building structure and thereby reduce the effect of a plaster layer or render layer sinking or moving towards the ground by gravity over time. According to the embodiment ofFig. 4 theanchor 11 is arranged obliquely in relation to thespacer 12, wherein the longitudinal axis A of theanchor 11 is arranged in the angle α in relation to the longitudinal axis B of thespacer 12. For example, the angle α is less than 90°. For example, the angle α is 60°-85°, 70°-80° or about 75°. - With reference to
Figs. 5-7 fastening of thedevice 10 to thebuilding structure 24 is illustrated schematically. For example, thebuilding structure 24 comprises afirst layer 25 of a solidifying or hardening material, such as a layer including a cementitious or anhydrite material. For example, the first layer is a concrete layer or similar. Optionally, thebuilding structure 24 comprises asecond layer 26, such as an insulation layer, which e.g. is arranged on thefirst layer 25. According to one embodiment thedevice 10 is introduced into thefirst layer 25 being unsolidified, such as unsolidified or wet concrete. Theanchor 11 is inserted into thebuilding structure 24, which is illustrated by means of the arrow C inFig. 5 . In the illustrated embodiment theanchor 11 is inserted into thefirst layer 25 through thesecond layer 26. During insertion of theanchor 11 into thebuilding structure 24 thespacer 12, or at least theinner part 17 of thespacer 12, is aligned with asurface 27 of thebuilding structure 24 to ensure that theanchor 11 is introduced in a correct or favourable angle into thebuilding structure 24. Hence, theinner part 17 of thespacer 12 is arranged obliquely to theanchor 11 so that theanchor 11 is introduced in the correct or favourable angle into the unsolidified material of thebuilding structure 24 while theinner part 17 of thespacer 12 is aligned with thesurface 27 of thebuilding structure 24, so that theinner part 17 is parallel to thesurface 27. For example, thedevice 10 is arranged so that thespacer 12 extends vertically, wherein theanchor 11 extends obliquely upwards into thebuilding structure 24. Hence, thefirst end 13 of theanchor 11 is arranged above thesecond end 14. Theanchor 11 is inserted into thebuilding structure 24 until theinner part 17 of thespacer 12 engages thesurface 27 of thebuilding structure 24, which is illustrated inFig. 6 . According toFig 6 , theanchor 11 extends into thebuilding structure 24, such as through thesecond layer 26 and into thefirst layer 25, wherein thefirst end 13 of theanchor 11 is embedded in thebuilding structure 24 or thefirst layer 25 thereof. After insertion into thebuilding structure 24 thesecond end 14 of theanchor 11 projects from thesurface 27 of thebuilding structure 24 and from theouter part 16 of thespacer 12. After insertion into thebuilding structure 24 theinner part 17 of thespacer 12 engages thesurface 27 of thebuilding structure 24 and, e.g. the longitudinal axis B of thespacer 12 is arranged in parallel to thesurface 27 of thebuilding structure 24. - With reference to
Figs. 7 and8 thedevice 10 is illustrated inserted into thebuilding structure 24, wherein amesh 28 has been arranged onto thespacer 12 and themesh 28 has been fastened to thedevice 10 by means of a lockingpin 29. Hence, theouter part 16 of thespacer 12 is arranged for engaging themesh 28 so that themesh 28 is arranged a suitable distance from thesurface 27 of thebuilding structure 24 to form a gap between saidsurface 27 and themesh 28. For example, a plurality ofdevices 10 is inserted into thebuilding structure 24. Then, themesh 28 is applied onto thespacers 12 and fastened to thedevices 10 by means of asingle locking pin 29 for each of thedevices 10. The lockingpin 29 is inserted into theaperture 15 in theanchor 11 in a direction substantially in parallel to a plane of thesurface 27 and a plane of themesh 28, wherein themesh 28 is arranged between thespacer 12 and the lockingpin 29. For example, the lockingpin 29 is arranged substantially in parallel to a plane of theouter part 16 and/or a plane of theinner part 17 of thespacer 12. For example, the lockingpin 29 is arranged substantially in the angle α in relation to the longitudinal axis A of theanchor 11. Hence, the lockingpin 29 engages themesh 28 and prevents themesh 28 from leaving its position on thespacers 12, wherein themesh 28 extends in parallel to thesurface 27 of thebuilding structure 24. For example, the lockingpin 29 comprises an elongatestraight portion 30 for insertion into theaperture 15, and a radially extending portion, such as abent portion 31, preventing the lockingpin 29 from unintentionally running through theaperture 15. Alternatively to thebent portion 31 the lockingpin 29 is tapered to prevent thelocking pin 29 from leaving theaperture 15 by means of gravity. For example, thestraight portion 30 has a straight longitudinal axis, wherein one of the end parts of the lockingpin 29 is formed or provided with a radially extending portion, such as thebent portion 31, a ring, a projection, a flange or a portion with larger diameter or similar. Thedevice 10 and the lockingpin 29 form a system for fastening themesh 28 to thebuilding structure 24. - For example, the
building structure 24 with themesh 28 mounted thereto by means of a plurality of thedevices 10 and locking pins 29 is provided with a layer of cementitious or anhydrite material, such as a render or plaster layer, on themesh 28 to form a construction element, such as a wall element. For example, the construction element is a prefabricated construction element comprising thebuilding structure 24, themesh 28, a plurality ofdevices 10, a plurality of lockingpins 29 and said layer applied to themesh 28, wherein theanchors 11 of thedevices 10 are inserted into an unsolidified material, such as an unsolidified or wet cementitious or anhydrite material, of the building structure, after which the unsolidified material is solidified.
Claims (14)
- A device (10) for fastening a mesh (28) to a building structure (24), comprising an elongated anchor (11) with a longitudinal axis (A), a first end (13) and a second end (14), wherein the first end (13) is arranged for insertion into the building structure (24) and the second end (14) comprises a through aperture (15) for receiving a locking pin (29) to lock the mesh (28) to the device (10),
characterised in that
the device (10) comprises an elongate spacer (12) for providing a gap between the building structure (24) and the mesh (28), said spacer (12) having an outer part (16) and an opposite inner part (17), wherein the anchor (11) is connected to the spacer (12) so that the first end (13) of the anchor (11) projects from the inner part (17) of the spacer (12) and the second end (14) comprising the aperture (15) projects from the outer part (16) of the spacer (12), and wherein the inner part (17) of the spacer (12) is arranged in an oblique angle (α) to the longitudinal axis (A) of the anchor to guide the anchor (11) in a corresponding angle into the building structure (24). - A device according to claim 1, wherein the angle (α) is 60-85°, 70-80° or 75°.
- A device according to claim 1 or 2, wherein one or more portions of the inner part (17) of the spacer (12) are level or aligned.
- A device according to any of the preceding claims, wherein the inner part (17) of the spacer (12) forms a straight line or is flat.
- A device according to any of the preceding claims, wherein the spacer (12) is formed with a through opening (21) for receiving a portion of the anchor (11).
- A device according to any of the preceding claims, wherein the spacer (12) is formed in a non-metal material.
- A device according to any of the preceding claims, wherein at least the inner part (17) of the spacer (12) is formed with a width of 5-50 mm, 10-20 mm or 10 mm or at least 5 mm or at least 10 mm.
- A device according to any of the preceding claims, wherein the spacer (12) is formed with a height of 5-20 mm, 5-10 mm or 8 mm or at least 5 mm.
- A device according to any of the preceding claims, wherein the spacer (12) is formed with a length of 40-200 mm, 50-100 mm or 70 mm or at least 50 mm.
- A system for fastening a mesh (28) to a building structure (24), comprising a device (10) according to any of the preceding claims and a locking pin (29) for insertion into the aperture (15).
- A system according to claim 10, wherein said locking pin (29) comprises an elongate straight portion (30) and a radially extending portion (31).
- A method for fastening a mesh (28) to a building structure (24), comprising the steps ofa) guiding a first end (13) of an elongated anchor (11) having a longitudinal axis (A) obliquely into the building structure (24) by means of an elongate spacer (12) being connected to the anchor (11) and having an inner part (17) arranged in an oblique angle (α) to the longitudinal axis (A) of the anchor (11) to guide said anchor in a corresponding angle into the building structure, while aligning said inner part (17) of the spacer (12) with a surface (27) of the building structure (24), until a second end (14) of the anchor (11), comprising a through aperture (15), is projecting from said building structure (24) and the spacer (12) engages the surface (27) of the building structure (24),b) repeating step a) for a plurality of anchors (11), each anchor (11) carrying a spacer (12),c) applying the mesh (28) onto the anchors (11) and bringing portions of the mesh (28) into engagement with the spacers (12) to provide a gap between the building structure (24) and the mesh (28), andd) inserting an elongated locking pin (29) in each of the apertures (15) to fasten the mesh (28) to the devices (10).
- A method according to claim 12, comprising the step of inserting the first end (13) of the anchors (11) through an insulation layer (26) and into an unsolidified cementitious layer (25) of said building structure (24).
- A prefabricated construction element, comprising a layer (25) of cementitious or anhydrite material, an insulation layer (26), a mesh (28), a device (10) according to any of claims 1-9, and a locking pin (29), wherein the first end (13) of the anchor (11) is embedded in the cementitious layer (25), and the locking pin (29) is inserted in the aperture (15) of the anchor (11) in a plane parallel to a plane of the mesh (28).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16153605.7A EP3199719B1 (en) | 2016-02-01 | 2016-02-01 | A device, system and method for fastening a mesh to a building structure, and a construction element |
DK16153605.7T DK3199719T3 (en) | 2016-02-01 | 2016-02-01 | Device, system and method for attaching a grid to a building structure, as well as structural element |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16153605.7A EP3199719B1 (en) | 2016-02-01 | 2016-02-01 | A device, system and method for fastening a mesh to a building structure, and a construction element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3199719A1 EP3199719A1 (en) | 2017-08-02 |
EP3199719B1 true EP3199719B1 (en) | 2018-08-01 |
Family
ID=55345672
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16153605.7A Not-in-force EP3199719B1 (en) | 2016-02-01 | 2016-02-01 | A device, system and method for fastening a mesh to a building structure, and a construction element |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3199719B1 (en) |
DK (1) | DK3199719T3 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110821112A (en) * | 2019-11-06 | 2020-02-21 | 中冶天工集团天津有限公司 | Beating pulp napping tool for base layer treatment before plastering construction |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1264238A (en) * | 1917-01-29 | 1918-04-30 | Irene B Whetstone | Spacing and securing anchor. |
US1705651A (en) * | 1927-05-19 | 1929-03-19 | Joseph M Thorpe | Furring nail |
SE438695B (en) * | 1981-04-06 | 1985-04-29 | Agnate Ab | FORA RELATED BODIES |
US5063721A (en) * | 1987-08-20 | 1991-11-12 | Larsson John A | Bracket for attachment of wall linings |
US9206608B2 (en) * | 2011-05-23 | 2015-12-08 | Abraham Gevorgian | Wall lath securing system |
-
2016
- 2016-02-01 EP EP16153605.7A patent/EP3199719B1/en not_active Not-in-force
- 2016-02-01 DK DK16153605.7T patent/DK3199719T3/en active
Also Published As
Publication number | Publication date |
---|---|
EP3199719A1 (en) | 2017-08-02 |
DK3199719T3 (en) | 2018-11-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1382776A2 (en) | Cover for a concrete construction | |
US9169635B2 (en) | Apparatus to tie forms to existing structures | |
US20150102204A1 (en) | Concrete form clip | |
KR20070107310A (en) | Device for blocking hollow of precast concrete pile | |
EP3199719B1 (en) | A device, system and method for fastening a mesh to a building structure, and a construction element | |
US20060283137A1 (en) | Side-attached anchor bolt holding bracket | |
KR200461661Y1 (en) | Fixing structure for handrail | |
KR101041565B1 (en) | the apparatus for head reinforcement of steel pipepile | |
US10829945B2 (en) | Construction assembly | |
US20140308474A1 (en) | Concrete product cage spacer | |
KR102284999B1 (en) | Concrete Column Structures Reinforcing Method Using Reinforced Steel Plate | |
JPWO2019064404A1 (en) | Rebar spacer | |
JP6322490B2 (en) | Pile head treatment method for severing material and site-built pile | |
KR20110067665A (en) | Out side panel fixing device | |
KR101127765B1 (en) | Wier Ankar | |
KR102065623B1 (en) | the improved yoke truss and the wall form structure using the same | |
JP2001020295A (en) | Anchor bolt holder | |
US20080172975A1 (en) | Rod positioner and associated method | |
KR20140147186A (en) | The buoyancy protection device of hollow former using elasticity or rotation | |
WO2012115607A1 (en) | A building system and method of constructing a multi-walled structure | |
JP5143213B2 (en) | Concrete placing method for different strength concrete beams and floor structures, and different strength concrete beams and floor structures | |
KR200487493Y1 (en) | Rope fixing device for building cleaning | |
KR100677873B1 (en) | Concrete Crack Prevention Device | |
JP7451054B2 (en) | One-touch lock bolt | |
KR102217031B1 (en) | A Structure For Connecting Wall And Slab Forms |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
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 |
|
17P | Request for examination filed |
Effective date: 20161206 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04C 5/04 20060101ALN20171213BHEP Ipc: E04C 5/16 20060101ALI20171213BHEP Ipc: E04F 13/04 20060101AFI20171213BHEP |
|
INTG | Intention to grant announced |
Effective date: 20180109 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 1024485 Country of ref document: AT Kind code of ref document: T Effective date: 20180815 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602016004340 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20181112 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20180801 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20180801 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 1024485 Country of ref document: AT Kind code of ref document: T Effective date: 20180801 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181101 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181201 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181102 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NO Payment date: 20181102 Year of fee payment: 4 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FI Payment date: 20190228 Year of fee payment: 4 Ref country code: DE Payment date: 20190219 Year of fee payment: 4 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602016004340 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20190220 Year of fee payment: 4 Ref country code: FR Payment date: 20190220 Year of fee payment: 4 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20190503 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190201 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20190228 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190228 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190201 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181201 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602016004340 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: FI Ref legal event code: MAE |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20200229 |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: MMEP |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20200201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200201 Ref country code: NO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200229 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200901 Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200229 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200201 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200229 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20210225 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180801 |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: EUG |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220202 |