EP3150773B1 - Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung - Google Patents

Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung Download PDF

Info

Publication number
EP3150773B1
EP3150773B1 EP15188165.3A EP15188165A EP3150773B1 EP 3150773 B1 EP3150773 B1 EP 3150773B1 EP 15188165 A EP15188165 A EP 15188165A EP 3150773 B1 EP3150773 B1 EP 3150773B1
Authority
EP
European Patent Office
Prior art keywords
hollow shank
insulation
structural element
fastening screw
insulation element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP15188165.3A
Other languages
English (en)
French (fr)
Other versions
EP3150773C0 (de
EP3150773A1 (de
Inventor
Alejandro MOLINERO ARENAS
Dr. Arturo Luís Casado Domínguez
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.)
Ursa Insulation SA
Original Assignee
Ursa Insulation SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ursa Insulation SA filed Critical Ursa Insulation SA
Priority to ES15188165T priority Critical patent/ES2973854T3/es
Priority to PL15188165.3T priority patent/PL3150773T3/pl
Priority to EP15188165.3A priority patent/EP3150773B1/de
Priority to EA201890838A priority patent/EA201890838A1/ru
Priority to PCT/EP2016/073309 priority patent/WO2017055479A1/en
Publication of EP3150773A1 publication Critical patent/EP3150773A1/de
Application granted granted Critical
Publication of EP3150773B1 publication Critical patent/EP3150773B1/de
Publication of EP3150773C0 publication Critical patent/EP3150773C0/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E04B1/7629—Details of the mechanical connection of the insulation to the wall
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B13/00—Spanners; Wrenches
    • B25B13/48—Spanners; Wrenches for special purposes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B13/00—Spanners; Wrenches
    • B25B13/48—Spanners; Wrenches for special purposes
    • B25B13/50—Spanners; Wrenches for special purposes for operating on work of special profile, e.g. pipes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B15/00—Screwdrivers
    • B25B15/001—Screwdrivers characterised by material or shape of the tool bit
    • B25B15/004—Screwdrivers characterised by material or shape of the tool bit characterised by cross-section
    • B25B15/005—Screwdrivers characterised by material or shape of the tool bit characterised by cross-section with cross- or star-shaped cross-section

Definitions

  • the present invention relates to a method for fixation of an insulation element to a structural element of a building, and particularly for the fixation to a structural element of insulation elements comprising internal and external layers, particularly where the external layer is more rigid than the internal layer.
  • the invention also concerns a spacer fastening device for use in such a method, and an insulation system comprising the spacer fastening device and an insulation element.
  • ETICS Extra Thermal Insulation Composite Systems
  • the ETICS commonly comprise a layer of insulation elements (e.g. panels) arranged externally on the surface of a structural element of a building, fastening devices erecting through the thickness of the insulation elements and fixing those to the structural element, a rendering coating (e.g. mesh reinforced mortar) applied to the external surface of the insulation elements, and optionally a finishing layer (e.g. dyed mortar), acting as an aesthetic and/or protective layer for the outer surface of the system.
  • a bonding agent is also applied to the insulation elements for adhering them to the structural element during installation.
  • ETICS comprising insulation elements with layers of different rigidity have been described as advantageous, particularly made of mineral wool or wood wool insulation.
  • a softer, more flexible layer is arranged closer to the structural element, referred to as the internal layer.
  • a harder, more rigid layer is located further away from the structural element, referred to as the external layer.
  • Fastening devices are also described, which extend through the internal and external layers in the insulation element and fix them firmly to the structural element.
  • the harder layer serves as resilient base for the rendering coating and it is able to withstand mechanical stresses applied to the insulation element.
  • the softer layer reduces the weight of the insulation element, contributes to an improved thermal insulation capacity, and being more flexible, it is capable of adapting itself to contours and irregularities which might be present in the structural element.
  • the surface of the structural element does not need to be prepared before the insulation elements are arranged on to it, such as by application of a rendering layer to smoothen and eliminate unevenness or irregularities.
  • binding agent e.g. bonding mortar
  • for bonding the insulation elements to the structural element can be omitted by the use of this type of systems, and with it also the need of applying a primer for improving adhesion of the binding agent to the surface of the structural element.
  • the external layer is formed by high density mineral wool or wood wool insulation materials.
  • the high density is associated with certain drawbacks, such as the increased weight, poorer thermal insulation, the need of higher amount of material for same level of insulation, or the less efficient and more complex wool manufacturing process.
  • the external layer comprises a mineral wool material of lower density, particularly a glass wool mineral. Even more desirable would be if this mineral wool material could have a laminar arrangement of the fibers predominantly parallel to the major surfaces of the external layer, so that the thermal insulation capacity is enhanced.
  • Patent publications EP 2215317 B1 and EP 2216454 A2 are related in that the first one describes a spacer fastening device which is described in the latter as suitable for fixation of multilayer insulation panels, preferably of wood wool.
  • the density of the external layer is between 180 kg/m 3 and 280 kg/m 3 .
  • the fixation comprises a hollow shank with a fastening screw received in its cavity, together with a non-backward-movement device for the fastening screw.
  • the hollow shank has anchors on its outside, in the form of barbed hooks.
  • Patent publication EP 2 068 007 B1 discloses a method for fixation of an insulation element to a structural element.
  • Patent publication EP 2 784 243 A1 describes a method and fastening system for attaching an insulating panel to masonry.
  • Patent publication EP 2666919 A2 describes a fastening device for fixation of double layer wood fiber insulation panels.
  • the fastening device comprises a hollow shank and a fastening screw received in its cavity.
  • the hollow shank has a spiral thread on its outside, for anchoring with the external layer.
  • the distance of the outer surface of the insulation panel to the structural element is defined by providing a hollow cylinder of a preset length coupled with the shank and surrounding the screw.
  • WO 2014/090707 A1 describes double layer insulation materials, comprising a compressible internal layer and an incompressible external layer.
  • the incompressible layer might comprise a large list of materials, among others also mineral wool, notably stone wool, with a density of at least 80 kg/m 3 , but preferably of at least 120 kg/m 3 .
  • the majority of the mineral wool fibers in the incompressible layer are said to have an orientation substantially perpendicular to the major surfaces of the mineral wool.
  • a shank is pre-installed, preferably factory assembled, along a pre-drilled hole in the panel, entirely within the body of the incompressible external layer.
  • the shank has an external screw thread to advance it and secure it in its desired position.
  • a fixation screw having a circular stop spaced from the screw head is received in a cavity of the shank, which is retained in a stop zone of the shank.
  • a laser receiver is located in a screw driver to detect a laser beam used to adjust the desired distance of the external surface of the insulation panel to the structural element.
  • the method is applicable particularly for the fixation to a structural element of insulation elements comprising internal and external layers, the external layer being preferably more rigid than the internal layer, and the external layer comprising preferably low density laminar mineral wool, particularly glass wool.
  • Another aim of the present invention is to provide a spacer fastening device for use in the inventive methods mentioned above, and which is suitable for reliably fixing insulation elements having a layer of low density laminar mineral wool, particularly glass wool, and which permits uncomplicated adjustment of the distance between the outer surface of the insulation element and the surface of the structural element on which the insulation element is arranged.
  • a method for fixation of an insulation element to a structural element of a building is provided.
  • the method optionally comprises a step of forming a hole from the second major surface through the thickness of the insulation element, and optionally also into the structural element, before step c) above.
  • the insulation element is provided comprising mineral wool, more preferably laminar mineral wool, and even more preferred laminar glass wool.
  • the density of the mineral wool is lower than 140 kg/m 3 , preferably equal or lower than 120 kg/m 3 , and more preferably equal or lower than 100 kg/m 3 .
  • the insulation element is provided comprising internal and external layers, the external layer being more rigid than the internal layer, and the external layer comprising mineral wool, more preferably laminar mineral wool, and even more preferably laminar glass wool, with a density lower than 140 kg/m 3 , preferably equal or lower than 120 kg/m 3 , and more preferably in the range 100 - 60 kg/m 3 .
  • the internal layer is the one intended to rest proximal to the structural element after fixation, while the external layer is intended to rest distal from it.
  • the higher rigidity of the external layer turns into a better ability of this layer to resist deformation without fracture in response to applied forces in its thickness direction.
  • the insulation element does not comprise fibrous insulating material with a density equal or higher than 140 kg/m 3 .
  • the structural element comprises a first side and a second side, usually essentially parallel with each other.
  • the structural element might comprise a wooden, masonry or concrete structure of the type used in the construction of walls, façades, ceilings, roofs and the like of buildings.
  • the insulation element comprises two major surfaces, referred here as a first major surface and a second major surface.
  • the first major surface is preferably substantially parallel to the second major surface of the insulation element, and distanced from it by the thickness of the insulation element.
  • the insulation element is preferably in the shape of a panel or slab, with two larger parallel surfaces forming the first and second major surfaces mentioned above, and four smaller lateral surfaces parallel two-by-two and perpendicular to the two larger surfaces, forming the edges of such panel or slab.
  • the insulation element comprises internal and external layers
  • these layers extend, preferably homogeneously, planar and in parallel, through the whole length and width of the insulation element, i.e. in the length and width direction of the insulation element, being the thickness of the insulation element the sum of the thicknesses of both layers.
  • the two layers are arranged in a two-ply configuration.
  • the thickness of the insulation element is the sum of the thicknesses of the internal layer and the external layer. In other words, in embodiments, the insulation element does not comprise other layers apart from the internal layer and the external layer.
  • the insulating element comprises an internal layer and an external layer and both internal and external layers comprise glass wool material.
  • the density of the external layer is higher than the density of the internal layer.
  • the glass wool comprised in both internal and external layers might have a laminar configuration of the glass fibers.
  • the external layer comprises glass wool material with a density in the range 100 - 70 kg/m 3 and a laminar orientation of the glass fibers.
  • the external layer preferably further comprises a reinforcing web applied on or at its major surface intended to be located more distal from the structural element.
  • the internal layer comprises glass wool material with a density in the range 20 - 45 kg/m 3 and a laminar orientation of the glass fibers.
  • the method according to embodiments comprises a step of positioning the insulation element with its first major surface proximal to the second side of the structural element. In preferable embodiments, this is done without intermediation of any binding agent.
  • the insulation element is preferably arranged directly against the second side of the structural element, wherein the first major surface directly contacts, at least partially, the second side of the structural element.
  • the insulation element comprises internal and external layers, the external layer being more rigid than the internal layer, the internal layer is positioned proximal to the second side of the structural element, while the external layer is positioned distal from it.
  • a hole is preferably created from the second major surface of the insulation element and through its thickness.
  • the hole is created by drilling.
  • the drilling may be continued until a second hole is drilled into the structural element to the desired depth.
  • a spacer fastening device comprising a hollow shank and a fastening screw received in the cavity of the hollow shank, both adapted to be locked relative to each other in the axial longitudinal direction of the screw.
  • the hollow shank and the fastening screw in the locked position are freely rotatable relative to each other.
  • the hollow shank comprises a helical thread running on its outside.
  • the maximum major diameter of the helical thread is preferably at least 50 mm, and it preferably ranges from 50 - 100 mm, more preferably from 60 - 80 mm.
  • the maximum external diameter of the body of the hollow shank is at most 35 mm, preferably at most 25 mm.
  • the hollow shank further comprises a retainer disk, usually with a diameter larger than the maximum major diameter of the helical thread, located on the one end of the shank intended to rest more distal from the second side of the structural element after fixation.
  • the fastening screw is preferably elongated and comprises a head on a first end, and a threaded tip on a second end furthest away from the head.
  • the screw head is received in the cavity of the hollow shank, and the fastening screw extends away from the cavity through an aperture in the hollow shank.
  • the threaded tip is adapted to engage with the dowel inserted in the structural element, or with the structural element directly, in order to achieve fixation.
  • the lock between the hollow shank and the fastening screw is achieved by retaining the head of the fastening screw between a circular neck formed in the cavity of the hollow shank and a stopper fastened over the screw head.
  • the stopper has an aperture which permits the access from the outside of the hollow shank to the head of the fastening screw, for example with the tip of a screw driver. In the locked position, when the head of the fastening screw is retained between the circular neck and the stopper, the hollow shank and the fastening screw are freely rotatable relative to each other.
  • the spacer fastening device is inserted with the threaded tip first from the second major surface into the insulation element, or into the hole formed in the insulation element, preferably until the initial portion of the helical thread rests onto the second major surface of the insulation element and preferably until the threaded tip has entered at least partially into the structural element, or the hole drilled in it.
  • An expansion dowel is preferably pre-mounted in unexpanded form in the threaded tip of the fastening screw, before the latter is inserted into the insulation element. In this way, the expansion dowel might be introduced into the hole of the structural element together with the threaded tip. In alternative embodiments, the expansion dowel may be introduced into the hole of the structural element separated from the spacer fastening device.
  • the threaded tip of the fastening screw can be fixed to the structural element without any expansion dowel.
  • the insertion and advancement of the spacer fastening device into the insulation element and optionally the hole in the structural element is preferably produced by translational displacement, e.g. by pushing manually by gently striking it with an adequate hammer.
  • a screw driver might then be positioned over the spacer fastening device and engaged simultaneously with the hollow shank and the fastening screw.
  • the screw driver is adapted to engage with the tip of the fastening screw and with the retainer disk of the hollow shank.
  • the screw driver is operated to provide a rotation in the screwing direction to produce the simultaneous rotation of the hollow shank and the fastening screw.
  • This rotation produces the advance of the threaded tip of the fastening screw into the structural element, and given the case into the expansion dowel, and the advance towards the structural element of the hollow shank by screwing inside the insulation element.
  • the helical thread of the hollow shank gets progressively inserted by screwing into the insulation element.
  • the simultaneous rotation of the hollow shank and the fastening screw is done, in preferred embodiments, with the same rotational speed.
  • the rotation is preferably continued until the whole length of the helical thread of the hollow shank is inserted into the insulation element, and the optional retainer disk rests in abutment with the second major surface of the insulation element.
  • a screw driver may be then positioned over the spacer fastening device and engaged with the fastening screw, this time without engaging with the hollow shank. It can be the same screw driver as in the previous step, or it might be a different one. In the case of using the same screw driver, this one may be modified to disengage the screw driver from the hollow shank, for instance by moving the corresponding engagement means away from the engagement position. The disengagement can be done manually, or it can be achieved automatically once the screw driver detects a certain level of resistance to rotation which indicates the accomplishment of the desired position.
  • the distance between the second major surface of the insulation element and the second side of the structural element is adjusted by rotating the fastening screw, without rotating the hollow shank.
  • the hollow shank remains rotationally stalled inside the insulation element while the fastening screw is rotated for distance adjustment. This might be achieved by operating the screw driver with a rotation in the screwing direction for reducing the distance between the second major surface of the insulation element and the second side of the structural element, or by rotation in the unscrewing direction for increasing such distance.
  • This adjustment of the distance of the second major surface of the insulation element from the second side of the structural element permits optimization of the level of compression applied to the insulation element, a better adaptation of the insulation element to the contours and irregularities of the second side of the surface, the elimination of the need for application of a binding agent between the insulation element and the structural element, and the adjustment of the planarity of the second major surfaces of a plurality of insulation elements, e.g. in cases where several insulation elements are used to cover the same structural element.
  • the hollow shank comprises a retainer disk
  • this disk might be provided with protrusions extending slightly towards the threaded tip of the fastening screw.
  • the protrusions are intended to cut into the second major surface of the insulation element as the retainer disk approaches the structural element during the simultaneous rotation of the fastening screw and the hollow shank. The cut facilitates the partial embedment of the retainer disk in the insulation material.
  • the method of the invention is particularly useful for the construction of externally insulated walls or roofs of buildings, such as façades, flat or pitched roofs.
  • the invention is however not limited to these type of constructions, and, although less preferred, the inventive method might be also useful in other cases, such as e.g. for the construction of insulated internal walls or ceilings of buildings.
  • the maximum external diameter of the body of the hollow shank is preferably at most 35 mm.
  • Embodiments of this second aspect of the invention relate to a spacer fastening device for application of the method for fixation of the embodiments of the first aspect of the invention.
  • the spacer fastening device is particularly suitable for the fixation of insulation elements comprising a layer of laminar mineral wool, particularly glass wool, with a density lower than 140 kg/m 3 , preferably equal or lower than 120 kg/m 3 , and more preferably equal or lower than 100 kg/m 3 .
  • the density is at least 60 Kg/m 3 .
  • the spacer fastening device is even more suitable for the fixation of an insulation element comprising internal and external layers, the external layer being more rigid than the internal layer, and the external layer comprising laminar mineral wool, particularly glass wool, with a density lower than 140 kg/m 3 , preferably equal or lower than 120 kg/m 3 , and more preferably in the range 120 - 60 kg/m 3 .
  • the spacer fastening device comprises a hollow shank and a fastening screw received in the cavity of the hollow shank. Both hollow shank and fastening screw are adapted to be locked relative to each other in the axial longitudinal direction of the fastening screw.
  • the hollow shank comprises a helical thread running on its outside, this is, a thread in the form of a helical band.
  • the helical thread is adapted to penetrate and to engage into the insulation element by rotational screwing movement.
  • the helical thread has preferably a maximum major diameter which decreases progressively going towards the structural element during use, thus forming a conical helical thread shape.
  • the conical shape facilitates the penetration of the thread in the insulation element.
  • the object of the helical thread in the hollow shank is to anchor sufficiently the insulation element to the spacer fastening device against pulling, tearing and pressing forces, overcoming the problems caused by the reduced resistance to these stresses in the thickness direction of the low density laminar mineral wool material, particularly for glass wool.
  • the major diameter of the thread band has to be large enough to provide sufficient anchoring strength of the fibrous insulating material to the shank, without destroying the material when compression or suction forces are applied to the insulation material.
  • the maximum major diameter of the helical thread is preferably at least 50 mm, and it preferably ranges from 50 - 100 mm, more preferably from 60 - 80 mm.
  • the maximum external diameter of the body of the hollow shank is at most 35 mm, preferably at most 25 mm.
  • the other parameters of the helical thread such as the pitch and the thread angle should be selected to facilitate the penetration by screwing movement into the insulation element, and to allow sufficient insulating material getting inserted between thread turns to enhance the anchoring effect without destroying the low density laminar mineral wool material.
  • the pitch of the helical thread is preferably constant.
  • the thread pitch is preferably at least 3 mm, more preferably at least 4 mm.
  • the thread pitch preferably does not exceed 30 mm, more preferably it does not exceed 20 mm, and even more preferably it does not exceed 10 mm.
  • the length of helical thread ranges from 30 mm - 60 mm, preferably from 40 - 50 mm, and the number of threads may range from 3 to 9, preferably from 5 - 7.
  • the helical thread might run along the whole length of the hollow shank, or only along a part of it.
  • the helix angle of the helical thread might vary along the length of the helical thread, and its average value preferably ranges from 1° to 7°, and more preferably from 2° to 6°.
  • the fastening screw is preferably elongated and comprises a screw head on its first end, the end most distal from the structural element when the fastening device is used, and a threaded tip on its second end, the one end intended to engage with the structural element during use.
  • the screw head preferably incorporates means for engagement with the tip of a screw driver, such as slots, sockets or the like.
  • the lock between the hollow shank and the fastening screw is achieved by retaining the head of the fastening screw between a circular neck formed in the cavity of the hollow shank and a stopper fastened over the screw head.
  • the circular neck is formed between portions of the cavity with different diameter in the hollow shank. It is preferred that the stopper has an aperture through its thickness which permits the access from the outside of the hollow shank to the head of the fastening screw, for example with the tip of a screw driver.
  • the lock between the hollow shank and the fastening screw might be achieved by providing the fastening screw with a ring shaped stop along its length adapted to be received in a stop area available in the cavity of the hollow shank, with a shape corresponding with the ring shaped stop.
  • the lock between the hollow shank and the fastening screw does not impede the free rotation of either the hollow shank or the fastening screw relative to each other.
  • This is achieved e.g. by the embodiments described above, comprising either a circular neck or a ring shaped stopper.
  • the hollow shank of the spacer fastening device comprises a retainer disk usually with a diameter larger than the major diameter of the helical thread, located on the one end of the shank intended to rest most distal from the structural element during use.
  • the retainer disk provides further holding of the insulation element against pulling forces in the direction of its thickness.
  • the retainer disk might be provided with protrusions extending slightly towards the structural element, i.e. towards the threaded tip, intended to cut slightly into the insulation element when the spacer fastening device is used.
  • the retainer disk of the hollow shank might comprise apertures through its thickness in preferred embodiments.
  • the apertures can be used for engagement with a screw driver, for example, in order to produce the simultaneous rotation of the hollow shank and the fastening screw as described in the method of the embodiments.
  • the holes further reduce the amount of material, without decreasing significantly the holding strength of the retainer disk.
  • an insulation system comprising a spacer fastening device according to the embodiments described above, and an insulation element comprising an internal layer and an external layer, the external layer comprising laminar mineral wool, and even more preferably laminar glass wool, with a density lower than 140 kg/m 3 , preferably equal or lower than 120 kg/m 3 , and more preferably in the range 100 - 60 kg/m 3 .
  • the helical thread of the hollow shank of the spacer fastening device engages into the external layer, i.e. into the laminar mineral wool comprised in the external layer, of the insulation element.
  • the external layer of the insulation element comprises at least 90 wt.-%, more preferably at least 95 wt.-% in relation to the total weight of the external layer, of mineral wool material with a density lower than 140 kg/m 3 .
  • the mineral wool material in the external layer has preferably a homogeneous composition and/or uniform properties.
  • the external layer is distinct from the internal layer. In embodiments, the external layer is more rigid than the internal layer.
  • laminar mineral wool it should be understood that the fibers in the mineral wool are predominantly oriented perpendicular to the thickness of the external layer.
  • laminar configuration of the fibers of the mineral wool material in the external layer it is meant that the fibers have not been subjected to any process to enhance their orientation in the direction of the thickness of the external layer.
  • the insulation system is useful for insulation of structural elements of buildings, where the insulation elements are arranged proximal to the structural element and fixed to it by the spacer fastening devices.
  • the external layer is intended to be located distal from and the internal layer proximal to the structural element of the building during use.
  • the insulation element does not comprise fibrous insulating material, such as mineral wool or wood wool, with a density equal or higher than 140 kg/m 3 .
  • the internal and external layers extend preferably homogeneously, planar and in parallel, through the whole length and width of the insulation element, i.e. in the length and width direction of the insulation element, being the thickness of the insulation element the sum of the thicknesses of both layers.
  • the two layers are arranged in a two-ply configuration.
  • the thickness of the insulation element is the sum of the thicknesses of the internal layer and the external layer.
  • the insulation element does not comprise other layers apart from the internal layer and the external layer.
  • the mineral wool material of the external layer is bonded by a cured organic binder, suitably comprising a thermoset resin.
  • the content of the organic binder in the mineral wool of the external layer measured as "Loss On Ignition" (LOI) is preferably higher than 5 wt.-% related to the total weight of the fibers, preferably between 6 - 15 wt.-% and more preferably between 8 - 13 wt.%. This levels of binder content contribute to further enhance the mechanical properties, particularly the rigidity and compression resistance, of the external layer.
  • the external layer has a compressive stress at 10% deformation, measured according UNE EN 826:2013, of at least 3 times, preferably at least 4 times, higher than the compressive stress at 10% deformation of the internal layer.
  • the external layer has a compressive stress at 10% deformation lower than 15 kPa or lower than 10 kPa, more preferably of 5 - 1 kPa.
  • the external layer of the insulation element preferably comprises a reinforcing web either on or at its larger surface (inner side of the external layer) more proximal to the structural element, or on or at its larger surface (outer side of the external layer) more distal to the structural element. More preferably, the reinforcing web is present in or on or at both larger surfaces.
  • the reinforcing web can be any web of sufficient mechanical resistance to dimensional change. It is preferred that it has a porous open structure, more preferably a fabric or nonwoven structure of fibers.
  • the reinforcing web is preferably a glass fiber textile or non-woven. Glass fiber veils made out of glass fibers laid down randomly and bonded with a binder have shown to be suitable. Reinforcing filaments might be incorporated into the web structure to increase dimensional stability.
  • the thickness of the reinforcing web ranges preferably from 100 to 1000 micrometers, more preferably from 200 - 700 micrometers, and the weight per surface area from 20 - 150 g/m 2 , more preferably from 30 - 100 g/m 2 .
  • the internal layer comprises fibrous insulating material.
  • the fibrous insulating material of the internal layer has a density lower than 60 kg/m 3 , preferably lower than 45 kg/m 3 and more preferably lower than 35 kg/m 3 .
  • the fibrous insulating material of the internal layer is mineral wool, particularly glass wool. The orientation of the fibers in the fibrous insulating material of the internal layer might be laminar, not having been subjected to any process to enhance their orientation in the direction of the thickness of the internal layer.
  • the insulating element comprises an internal layer and an external layer and both internal and external layers comprise glass wool material.
  • the density of the external layer is higher than the density of the internal layer.
  • the glass wool comprised in both internal and external layer might have a laminar configuration of the glass fibers.
  • the external layer comprises glass wool material with a density in the range 100 - 70 kg/m 3 and a laminar orientation of the glass fibers.
  • the external layer preferably further comprises a reinforcing web applied on or at its major surface intended to be located more distal from the structural element.
  • the internal layer comprises glass wool material with a density in the range 20 - 45 kg/m 3 and a laminar orientation of the glass fibers.
  • the external layer thickness is lower than 50% of the thickness of the insulation element, and preferably lower than 40%. It is preferred that the thickness of the external layer is enough to avoid excessive bending when pulling or compression loads are applied to the insulation element during installation or use of the system.
  • the thickness of the external layer is at least 15 mm, more preferably at least 20 mm and even more preferred at least 25 mm.
  • the thickness of the external layer might range from 10 to 60 mm, preferably from 20 - 40 mm and more preferably it ranges from 25 - 35 mm.
  • the thickness of the internal layer might be in the range 10 to 200 mm, preferably from 30 - 150 mm and more preferably from 40 - 100 mm, depending on the application.
  • the insulation elements comprising the external and internal layers, have preferably a total thickness of 60 - 220 mm, more preferably of 80 - 160 mm.
  • the length of the insulation elements preferably ranges from 60 - 150 cm and the width from 30 - 120 cm.
  • the internal and external layers are laminated by being bonded to each other by an adhesive applied to their facing surfaces.
  • the adhesives used might be reactive (one or two component) polyurethane, polyolefin hotmelt or other adhesives, applied by any suitable method known in the art.
  • the internal and external layers might be joined by application of a layer of thermoplastic film or non-woven (e.g. non-woven polyamide) between them, which is molten before the layers are contacted and cooled down after the joining to achieve their bonding.
  • Figure 1 depicts a wall system 1 comprising a structural element 2 having first 21 and second 22 sides.
  • first side 21 is the side facing the interior of the building, while the second side 22 faces the exterior.
  • the wall system further comprises an insulation element 3 having a first major surface 31 and a second major surface 32.
  • the insulation element 3 is arranged with its first major surface 31 proximal to the structural element 2.
  • the insulation element 3 in this embodiment comprises two layers 4, 5 of smaller thickness than the insulation element 3.
  • the external layer 5 is located further away from the structural element 2, while the internal layer 4 is arranged closer to it.
  • the external layer 5 comprises a reinforcing web 8 of glass fiber veil laminated to the external surface of the external layer 5.
  • the insulation element 3 is fixed to the structural element 2 by a spacer fastening device 6 according to the embodiments, having a first end portion 62 and a second end portion 64.
  • the spacer fastening device 6 extends through the thickness of both internal and external layers 4, 5.
  • the spacer fastening device 6 comprises a hollow shank 65 located in the second end portion 64 and a fastening screw 66 received in the inner cavity of the hollow shank 65.
  • the hollow shank 65 has a stepped inner cavity, this is, the cavity has portions with different diameter, and the head of the fastening screw 66 rests on the neck 651.
  • the fastening screw 66 and the hollow shank 65 are restrained from movement along the direction of the longitudinal axis of the fastening screw 66 relative to each other, by locking the fastening screw 66 head between the cavity neck 651 and a stopper 68.
  • This stopper 68 is firmly fixed to the hollow shank 65 by gluing, clamping or by being molded together with the rest of the shank, and is exemplarily shaped with an aperture extending through its thickness to permit access from the exterior of the shank to the fastening screw head, e.g. with a screw driver (not drawn in Figure 1 ).
  • means for fixation 61 to the structural element 2 are arranged.
  • the means for fixation 61 comprise in the embodiment of Figure 1 a threaded tip 611 provided in the fastening screw 66. Fixation is achieved by engagement of the threaded tip 611 into the expanded plastic dowel 612 inserted in a hole drilled in the structural element 2.
  • the hollow shank 65 comprises a helical thread 63, i.e. a thread running as a helical band on the outside of the hollow shank 65.
  • a hollow shank 65 according to embodiments is shown with some more level of detail and in 3D-perspective in Figures 2 and 3 .
  • the helical thread 63 of the hollow shank 65 engages into the external layer 5 and partially also into the internal layer 4 of the insulation element 3.
  • the helical thread 63 has a major diameter which progressively decreases going towards the structural element 2, i.e. toward the threaded tip 611, during use, forming a conical thread shape.
  • the hollow shank 65 further comprises a retaining disk 69, intended to be located flush with the second surface 32 of the insulation element 3 after fixation.
  • the retainer disk 69 has preferably a diameter larger than the maximum major diameter D of the helical thread 63, and it may be provided with a pattern of openings 691 along the disk, as shown in Figure 3.
  • Figure 3 also shows a possible realization of the stopper 68 according to embodiments, configured with a hexagonal shape that fits into a corresponding hexagonal receptacle 681 in the hollow shank 65.
  • the size of the stopper 68 may be slightly larger than then receptacle 681, so as to produce its firm locking by clamping once it has been introduced.
  • the maximum major diameter D of the helical thread 63 in embodiments of Figures 2 and 3 coincides with the major diameter of the helical thread closer to the retainer disk 69. According to embodiments, this maximum major diameter D is at least 50 mm.
  • the maximum external diameter d of the body of the hollow shank, according to the embodiments in Figures 2 and 3 increases towards the retaining disk.
  • the maximum external diameter d of the body of the hollow shank, according to embodiments, is at most 35 mm.
  • the pitch P of the helical thread 63 is adequate to produce sufficient axial anchoring of the insulation element 3 to the hollow shank 65.
  • the thread pitch P is constant along the helical thread 63. In embodiments, the thread pitch is at least 3 mm.
  • the length L of the helical thread 63 ranges from 30 mm - 60 mm.
  • the helical thread 63 is configured with an helix angle ( ⁇ in Figure 2 ), which favors the insertion of the helical thread 65 into the insulation element 3, and which cooperates to the axial anchoring effect of the insulation element 3 to the hollow shank 65.
  • This helix angle ⁇ preferably varies slightly along the helical thread 63.
  • the average helix angle ⁇ according to embodiments may range from 1° to 7°.
  • Figure 4 depicts schematically three stages of a method according to an aspect of the invention. The stages occur sequentially from left to right, this is, from A to C.
  • the reference numbers for elements which are the same as in the previous figures are omitted in this drawing, and only the new elements are referenced.
  • the provided insulation element 3 is positioned with its first major surface 31 proximal to the second side 22 of the structural element 2, in this embodiment without intermediation of any binding agent. Then, a hole is drilled from the second major surface 32 of the insulation element 3, through its full thickness and essentially perpendicular to the structural element 2. The drilling is continued until a hole of the desired depth is also created in the structural element 2. As a consequence, both holes in the insulation element 3 and the structural element 2 match each other and are in direct communication.
  • the spacer fastening device 6 comprising the hollow shank 65 and the fastening screw 66, having a dowel 612 pre-mounted in unexpanded form in the threaded tip 611, is then inserted with the threaded tip 611 first into the hole of the insulation element 3, and advanced until the dowel 612 has entered substantially into the hole in the structural element 2.
  • a screw driver 10, manual or automatically operated, having a cross head 102 and protrusions 101 is placed over the spacer fastening device 6, engaging simultaneously with the fastening screw 66 and the hollow shank 65.
  • the cross head 102 of the screw driver is adapted for engaging through the aperture in the stopper 68 with the head of the fastening screw 66.
  • the screw driver is further provided with protrusions 101 adapted for engaging with the openings 691 in the retainer disk 69 (not shown in Figure 4 ).
  • the engagement between the protrusions 101 and the retainer disk 69 is achieved for instance by designing the protrusions 101 so that they enter into the openings 691 present in the retainer disk 69.
  • the screw driver 10 is operated to provide a rotation in the screwing direction, shown as R in the Figure 4 (B) , to produce the simultaneous rotation of the fastening screw 66 and the hollow shank 65.
  • the rotation of the fastening screw 66 results in the advance of the threaded tip 611 into the dowel 612.
  • the rotation of the hollow shank 65 produces the advance and the insertion of the helical thread 63 into the insulation element 3.
  • This screwing step is preferably continued until the retainer disk 69 of the hollow shank 65 rests in abutment with the second major surface 32 of the insulation element 3.
  • the threaded tip 611 has also entered the dowel 612, expanding it, and achieving firm fixation to the structural element 2.
  • the spacer fastening device 6 holds the external layer (5) and therefore also the second major surface 32 of the insulation element 3 at a defined distance S1 from the second side 22 of the structural element 2.
  • the screw driver 10 might be modified so that the protrusions 101 do not engage anymore with the retainer disk 69, for instance, by shifting the plate 104 to a further position up along the shaft 103.
  • a different screw driver can be used, which only engages with the head of the fastening screw 66.
  • the fastening screw 66 is then rotated, this time without simultaneous rotation of the hollow shank 65, to adjust the distance between the second major surface 32 of the insulation element 3 and the second side 22 of the structural element 2 to a desired defined distance S2.
  • This screwing step can be used to reduce the distance between the second major surface 32 of the insulation element 3 and the second side 22 of the structural element 2, and thus, to increase in the compression of the internal layer 4, so that it better adapts to the contours of second side 22 of the structural element 2.
  • an unscrewing rotation shown as R' in Figure 4 (C)
  • This unscrewing can be useful for instance to adjust the planarity of the second major surfaces 32 of a plurality of insulation elements 3 positioned over the same structural element 2, and to compensate its irregularities.
  • Mineral wool is a material formed by an intricate network of fibers which might be bonded in their cross-over points by different means, e.g. by using a cured binder.
  • Three types of mineral materials are most commonly employed, glass, stone or slag.
  • Processes for the production of mineral wool products are well known in the art, and usually comprise the steps of melting the mineral material to an adequate temperature, fiberizing the molten mixture into fine fibers, application (e.g. spraying) of a binder composition to the individual fibers, collection of the fibers and formation of a primary fleece on a foraminous conveyor, densifying the fleece, and curing the binder at elevated temperatures.
  • the cured mat is then cut to the desired size with transverse and edge trimmers and optionally rolled up, before it is packaged for transport.
  • the main component of the mineral wool are the fibers, being the binder in a much lower amount, usually in a content of less than 30 wt.-% relative to weight of the fibers.
  • glass fibers means that the mineral composition of the fibers is characterized by having a weight ratio of compounds having alkali metals (i.e. K 2 O, Na 2 O) relative to compounds having alkaline earth metals (i.e. MgO, CaO) higher than 1.
  • alkali metals i.e. K 2 O, Na 2 O
  • alkaline earth metals i.e. MgO, CaO
  • stone wool or slag wool fibers have a weight ratio of compounds having alkali metals to compounds having alkaline earth metals of less than 1.
  • Glass wool is a mineral wool material where the fibers have a glass composition.
  • laminar mineral wool it is meant that the fibers forming the mineral wool material are predominantly oriented parallel to the major surfaces of the mat as produced in the manufacturing line. These major surfaces normally correspond to the major surfaces of the elements, such as panels, cut from the mat. From a different perspective, the fibers are predominantly oriented perpendicular to the thickness of the mat or the panels formed therefrom.
  • the laminar configuration of the fibers results from the deposition of the fibers freshly formed by a series of fiberizers and attenuated by air streams from burners vertically onto a receiving foraminous conveyor, under air suction from beyond the conveyor.
  • the laminar configuration of the fibers can be further improved by compressing the mat in the thickness direction and/or by stretching the uncured mat, and then curing the binder.
  • the stretching of the mat can be achieved for example by running the conveyors at sequentially increased speeds downstream the manufacturing line, before the mat is cured.
  • the fibers shall have not been subjected to any process to increase their orientation in the direction perpendicular to the major surfaces of the mat, such as lamella formation or crimping processes.
  • the density of the fibrous insulating material refers to the material as such, including the fiber network and any binder, additive, etc. it might have.
  • the density is meant in the uncompressed and unpacked state.
  • the artisan knows how to determine the density of fibrous insulating materials such as wood wool or mineral wool.
  • the major diameter of the helical thread should be understood as the cylinder distance between two diametrically opposed thread crests, this is the distance between two opposed crests measured in projection onto a plane perpendicular to the central axis of the thread.
  • the maximum major diameter corresponds to the larger of such distances.
  • the external diameter of the body of the hollow shank should be understood as the distance between two diametrically opposing points on the outside surface of the body of the hollow shank, along which the helical thread runs, and measured in a plane perpendicular to the central longitudinal axis of the hollow shank.
  • the maximum external diameter of the body of the shank is the largest of such distances.
  • Helix angle of the helical thread is defined as the angle formed by a tangent to the thread at a pitch diameter with a plane perpendicular to the central axis of the thread.
  • pitch of the helical thread it is meant the distance between two consecutive thread crests measured along the direction of the central axis of the thread.
  • the length of the helical thread refers to the distance from the first to the last thread of the helix in the direction of the central axis of the thread.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (15)

  1. Verfahren zur Befestigung eines Dämmelements (3) an einem Strukturelement (2), wobei das Strukturelement (2) eine erste (21) und eine zweite Seite (22) aufweist, wobei das Verfahren umfasst:
    a) Bereitstellen eines Dämmelements (3), umfassend ein Dämmmaterial und umfassend eine erste (31) und eine zweite Hauptfläche (32);
    b) Positionieren des Dämmelements (3) mit seiner ersten Hauptfläche (31) proximal zu der zweiten Seite (22) des Strukturelements (2);
    c) Bereitstellen einer Abstandshalterbefestigungsvorrichtung (6), umfassend einen hohlen Schaft (65) und eine Befestigungsschraube (66), die in dem Hohlraum des hohlen Schafts (65) aufgenommen wird, wobei der hohle Schaft (65) und die Befestigungsschraube (66) eingerichtet sind, um relativ zueinander in einer axialen Längsrichtung der Befestigungsschraube (66) verriegelt zu werden, wobei die Verriegelung zwischen dem hohlen Schaft (65) und der Befestigungsschraube (66) in der Abstandshalterbefestigungsvorrichtung (6) erzielt wird, indem der Kopf der Befestigungsschraube (66) zwischen einem Hals (651), der in dem Hohlraum des hohlen Schafts (65) gebildet ist, und einem Anschlag (68), der über dem Befestigungsschraubenkopf befestigt ist, gehalten wird, wobei die Befestigungsschraube (66) eine Gewindespitze (611) für einen Eingriff mit dem Strukturelement (2) umfasst, und der hohle Schaft (65) ein Schraubengewinde (63) umfasst, das an seiner Außenseite verläuft;
    d) Einsetzen der Abstandshalterbefestigungsvorrichtung (6), mit der Gewindespitze (611) zuerst, von der zweiten Hauptfläche (32) in das Dämmelement (3);
    e) gleichzeitiges Drehen sowohl des hohlen Schafts (65) als auch der Befestigungsschraube (66), um so ihr Vorschieben zu dem Strukturelement (2) zu erzeugen, bis die gesamte Länge des Schraubengewindes (63) in das Dämmelement (3) eingesetzt ist;
    f) Drehen der Befestigungsschraube (66), ohne Drehen des hohlen Schafts (65), um die Distanz zwischen der zweiten Hauptfläche (32) des Dämmelements (3) und der zweiten Seite (22) des Strukturelements (2) einzustellen.
  2. Verfahren nach einem der vorhergehenden Ansprüche, wobei in dem Schritt a) das Dämmelement (3) bereitgestellt wird, umfassend eine Schicht aus laminarer Mineralwolle mit einer Dichte von weniger als 140 kg/m3, vorzugsweise laminarer Glaswolle.
  3. Verfahren nach einem der vorhergehenden Ansprüche, wobei in dem Schritt a) das bereitgestellte Dämmelement eine innere (4) und äußere (5) Schicht umfasst, wobei die innere Schicht (4) dazu bestimmt ist, proximal zu dem Strukturelement (2) nach der Befestigung zu liegen, und die äußere Schicht (5) am meisten distal davon, wobei die äußere Schicht (5) starrer ist als die innere Schicht (4), und die äußere Schicht (5) laminare Mineralwolle, vorzugsweise laminare Glaswolle, mit einer Dichte von weniger als 140 kg/m3 umfasst.
  4. Verfahren nach Anspruch 3, wobei die äußere Schicht (5) des Dämmelements (3) ein Verstärkungsnetz entweder auf oder an seiner größeren Fläche proximaler zu dem Strukturelement (2) oder auf oder an seiner größeren Fläche distaler zu dem Strukturelement (2) umfasst.
  5. Verfahren nach Anspruch 4, wobei das Verstärkungsnetz ein Glasfaserstoff oder Vliesstoff ist.
  6. Verfahren nach einem der vorhergehenden Ansprüche, wobei in dem Schritt b) die erste Hauptfläche (31) des Dämmelements (3) direkt proximal zu der zweiten Seite (22) des Strukturelements (2) positioniert wird, ohne die Hilfe irgendeines Bindemittels.
  7. Verfahren nach einem der vorhergehenden Ansprüche, wobei der maximale Hauptdurchmesser (D) des Schraubengewindes (63) des hohlen Schafts (65) in der Abstandshalterbefestigungsvorrichtung (6), die in c) bereitgestellt wird, mindestens 50 mm beträgt.
  8. Verfahren nach einem der vorhergehenden Ansprüche, wobei in dem Schritt e) ein Schraubenzieher (10) über der Abstandshalterbefestigungsvorrichtung (6) positioniert wird, der gleichzeitig mit dem hohlen Schaft (65) und der Befestigungsschraube (66) in Eingriff gelangt.
  9. Abstandshalterbefestigungsvorrichtung (6) zur Verwendung in einem Verfahren nach den Ansprüchen 1 bis 8, wobei die Abstandshalterbefestigungsvorrichtung (6) umfasst:
    a) einen hohlen Schaft (65), umfassend ein Schraubengewinde (63), das entlang seiner Außenseite verläuft, und
    b) eine Befestigungsschraube (66), umfassend eine Gewindespitze (611), wobei der hohle Schaft (65) und die Befestigungsschraube (66) eingerichtet sind, um relativ zueinander in der axialen Längsrichtung der Befestigungsschraube (66) verriegelt zu werden, während sie relativ zueinander frei drehbar sind;
    dadurch gekennzeichnet, dass die Verriegelung zwischen dem hohlen Schaft (65) und der Befestigungsschraube (66) erzielt wird, indem der Kopf der Befestigungsschraube (66) zwischen einem Hals (651), der in dem Hohlraum des hohlen Schafts (65) gebildet ist, und einem Anschlag (68), der über dem Befestigungsschraubenkopf befestigt ist, gehalten wird; und
    wobei der maximale Hauptdurchmesser (D) des Schraubengewindes (63) des hohlen Schafts (65) mindestens 50 mm beträgt.
  10. Abstandshalterbefestigungsvorrichtung (6) nach Anspruch 9, wobei der maximale Außendurchmesser (d) des Körpers des hohlen Schafts (65) höchstens 35 mm beträgt.
  11. Abstandshalterbefestigungsvorrichtung (6) nach einem der Ansprüche 9 bis 10, wobei die Steigung (P) des Schraubengewindes (63) mindestens 3 mm beträgt.
  12. Abstandshalterbefestigungsvorrichtung (6) nach einem der Ansprüche 9 bis 11, wobei der hohle Schaft (65) eine Haltescheibe (69) umfasst, die an dem einen Ende des hohlen Schafts (65) angeordnet ist, das dazu bestimmt ist, am meisten distal von dem Strukturelement (2) im Gebrauch zu liegen.
  13. Dämmsystem, umfassend eine Abstandshalterbefestigungsvorrichtung (6) nach den Ansprüchen 9 bis 12 und ein Dämmelement (3), wobei das Dämmelement (3) eine innere Schicht (4) und äußere Schicht (5) umfasst, wobei die äußere Schicht (5) laminare Mineralwolle mit einer Dichte von weniger als 140 kg/m3 umfasst, wobei das Schraubengewinde (63) des hohlen Schafts (65) mit der äußeren Schicht (5) des Dämmelements (3) in Eingriff steht.
  14. Isoliersystem nach Anspruch 13, wobei die äußere Schicht (5) des Dämmelements (3) ein Verstärkungsnetz entweder auf oder an ihrer größeren Fläche proximaler zu dem Strukturelement (2) oder auf oder an ihrer größeren Fläche distaler zu dem Strukturelement (2) umfasst.
  15. Isoliersystem nach Anspruch 14, wobei das Verstärkungsnetz ein Glasfasertextilstoff oder Vliesstoff ist.
EP15188165.3A 2015-10-02 2015-10-02 Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung Active EP3150773B1 (de)

Priority Applications (5)

Application Number Priority Date Filing Date Title
ES15188165T ES2973854T3 (es) 2015-10-02 2015-10-02 Método mejorado para la fijación de un elemento de aislamiento a un elemento estructural de un edificio y dispositivo de sujeción espaciador adecuado para su uso en un método de este tipo
PL15188165.3T PL3150773T3 (pl) 2015-10-02 2015-10-02 Ulepszony sposób mocowania elementu izolacyjnego do elementu konstrukcji budynku oraz dystansowe urządzenie mocujące odpowiednie do stosowania w tym sposobie
EP15188165.3A EP3150773B1 (de) 2015-10-02 2015-10-02 Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung
EA201890838A EA201890838A1 (ru) 2015-10-02 2016-09-29 Улучшенный способ крепления изоляционного элемента к структурному элементу здания и разделительное крепежное устройство, предназначенное для использования в таком способе
PCT/EP2016/073309 WO2017055479A1 (en) 2015-10-02 2016-09-29 Improved method for fixation of an insulation element to a structural element of a building, and spacer fastening device suitable for use in such a method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15188165.3A EP3150773B1 (de) 2015-10-02 2015-10-02 Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung

Publications (3)

Publication Number Publication Date
EP3150773A1 EP3150773A1 (de) 2017-04-05
EP3150773B1 true EP3150773B1 (de) 2024-01-31
EP3150773C0 EP3150773C0 (de) 2024-01-31

Family

ID=54256635

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15188165.3A Active EP3150773B1 (de) 2015-10-02 2015-10-02 Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung

Country Status (5)

Country Link
EP (1) EP3150773B1 (de)
EA (1) EA201890838A1 (de)
ES (1) ES2973854T3 (de)
PL (1) PL3150773T3 (de)
WO (1) WO2017055479A1 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE542014C2 (en) * 2018-01-18 2020-02-11 Eurospacers Ab Insulation screw and method for inserting such an insulation screw
SE542013C2 (en) * 2018-01-18 2020-02-11 Eurospacers Ab Mounting device for insulation holders
GB2627478A (en) * 2023-02-23 2024-08-28 Greyframe Ireland Ltd An apparatus for spacing a panel from a subtrate and a method for adjusting an orientation of a panel with respect to a substrate

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2666919B1 (de) * 2012-05-22 2015-12-16 RANIT-Befestigungssysteme GmbH Verfahren und Befestigungssystem zum Anbringen von Dämmstoffplatten an einem Untergrund

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9409422U1 (de) 1994-06-10 1994-10-13 TOX-Dübel-Werk R.W. Heckhausen GmbH & Co KG, 78351 Bodman-Ludwigshafen Befestigungsvorrichtung
EP1972799A1 (de) 2007-03-21 2008-09-24 Joker Industrial Co., Ltd. Stellschraube für Tür- und Fensterrahmen
EP2068007B1 (de) 2007-12-05 2012-02-01 RANIT-Befestigungssysteme GmbH Verfahren und Befestigungssystem zum Anbringen von Dämmstoffplatten sowie einen Dübel und einen Halteteller
DE102007058773A1 (de) 2007-12-06 2009-06-10 Fischerwerke Gmbh & Co. Kg Dämmstoffhalter
DE102008010606A1 (de) 2008-02-22 2009-08-27 Fischerwerke Gmbh & Co. Kg Befestigungselement für Holzfaserdämmplatten
DE102009006769A1 (de) 2009-01-30 2010-08-05 Fischerwerke Gmbh & Co. Kg Dämmstoffhalter
DE202009001532U1 (de) 2009-02-06 2009-04-16 Unger-Diffutherm Gmbh Dämmsystem
GB201222197D0 (en) 2012-12-10 2013-01-23 Knauf Insulation Insulation system
EP2784243B1 (de) * 2013-03-28 2021-08-11 RANIT-Befestigungssysteme GmbH Verfahren zur Anbringung einer Dämmstoffplatte an ein Mauerwerk

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2666919B1 (de) * 2012-05-22 2015-12-16 RANIT-Befestigungssysteme GmbH Verfahren und Befestigungssystem zum Anbringen von Dämmstoffplatten an einem Untergrund

Also Published As

Publication number Publication date
EA201890838A1 (ru) 2018-10-31
EP3150773C0 (de) 2024-01-31
EP3150773A1 (de) 2017-04-05
ES2973854T3 (es) 2024-06-24
PL3150773T3 (pl) 2024-06-24
WO2017055479A1 (en) 2017-04-06

Similar Documents

Publication Publication Date Title
EP3348725B1 (de) Dämmsystem mit dämmelementen aus glaswolle und verfahren zur beabstandeten befestigung der dämmelemente.
EP2347059B1 (de) Fassadenisolierungssystem
EP3150773B1 (de) Verbessertes verfahren zur befestigung eines dämmelements an einem strukturelement eines gebäudes und zur verwendung in solch einem gebäude geeignete abstandshalterbefestigungsvorrichtung
EP3150772B1 (de) Verbessertes gebäudewand- oder dachsystem mit faserisolation
EP2839085B1 (de) Isoliersystem zur abdeckung einer gebäudefassade
US20080127586A1 (en) Composite Cladding
EP2614192B1 (de) Wärmedämmungselement zur isolation von gebäudefassaden, wärmedämmungsverbundsystem und verfahren zur herstellung eines wärmedämmungsverbundsystems
EP1088945A2 (de) Fassadendämmelement
EP3068003B1 (de) Gipsplattenanordnung
EP4006247A1 (de) Verfahren zur modifizierung der isolierung einer isolierten starren konstruktion
EA040883B1 (ru) Способ крепления изоляционного элемента к структурному элементу здания
EA045035B1 (ru) Разделительное крепёжное устройство для крепления изоляционного элемента к конструктивному элементу здания
CN108797926B (zh) 饰面板背扣式构造、保温装饰板及其安装结构和安装方法
EP0879326B1 (de) Dämmstoffplatte
EP4006246A1 (de) Isolierstruktur und verfahren zur herstellung einer solchen isolierstruktur
EP4134230A1 (de) Dämmplatte
JP2008286336A (ja) 不燃性及び耐火性機械式ブラインド拡開ボードアンカー
DE102006028840A1 (de) Bauelement für die Herstellung einer Außenschale einer zweischaligen Außenwandkonstruktion
DE102006028831A1 (de) Zweischaltige Außenwand und Verfahren zur Herstellung einer Kerndämmschicht
IE85979B1 (en) A composite panel

Legal Events

Date Code Title Description
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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20170914

RBV Designated contracting states (corrected)

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20200403

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 602015087424

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E04B0001760000

Ipc: B25B0013480000

Ref country code: DE

Ref legal event code: R079

Free format text: PREVIOUS MAIN CLASS: E04B0001760000

Ipc: B25B0013480000

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: E04B 1/76 20060101ALI20230314BHEP

Ipc: B25B 15/00 20060101ALI20230314BHEP

Ipc: B25B 13/50 20060101ALI20230314BHEP

Ipc: B25B 13/48 20060101AFI20230314BHEP

INTG Intention to grant announced

Effective date: 20230406

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

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

INTC Intention to grant announced (deleted)
INTG Intention to grant announced

Effective date: 20230831

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

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602015087424

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

U01 Request for unitary effect filed

Effective date: 20240206

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20240215

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2973854

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20240624

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20240531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20240501

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20240430

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: 20240131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20240430

Ref country code: NO

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: 20240430

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: 20240531

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: 20240131

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: 20240501

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20240131

U20 Renewal fee paid [unitary effect]

Year of fee payment: 10

Effective date: 20240912

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: 20240131

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20240919

Year of fee payment: 10

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: 20240131