EP3296478A1 - Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système - Google Patents

Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système Download PDF

Info

Publication number
EP3296478A1
EP3296478A1 EP16189206.2A EP16189206A EP3296478A1 EP 3296478 A1 EP3296478 A1 EP 3296478A1 EP 16189206 A EP16189206 A EP 16189206A EP 3296478 A1 EP3296478 A1 EP 3296478A1
Authority
EP
European Patent Office
Prior art keywords
floor
building wall
mold
ceiling
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP16189206.2A
Other languages
German (de)
English (en)
Other versions
EP3296478C0 (fr
EP3296478B1 (fr
Inventor
René Ziegler
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.)
Schoeck Bauteile GmbH
Original Assignee
TebeTec AG
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 TebeTec AG filed Critical TebeTec AG
Priority to EP16189206.2A priority Critical patent/EP3296478B1/fr
Publication of EP3296478A1 publication Critical patent/EP3296478A1/fr
Application granted granted Critical
Publication of EP3296478C0 publication Critical patent/EP3296478C0/fr
Publication of EP3296478B1 publication Critical patent/EP3296478B1/fr
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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B1/78—Heat insulating elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
    • E04C1/41—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts composed of insulating material and load-bearing concrete, stone or stone-like material
    • 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
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/028—Spacers between building elements
    • E04B2002/0284—Spacers between building elements forming a unity with the building elements

Definitions

  • the invention relates to an arrangement for connecting a substantially vertical building wall, in particular a load-bearing wall, with a floor or ceiling plate and to form a Wandan gleichsystems. Furthermore, the invention also relates to a mold block for arranging between a building wall and a floor or ceiling slab, for supporting the building wall on the floor or ceiling slab or for supporting the slab on the building wall.
  • Arrangements for connecting a building wall to a floor or ceiling slab are known, which as wall connection systems make a connection between a preferably cast vertical concrete wall and an underlying horizontal floor or ceiling slab and transmit compressive forces in the vertical direction.
  • wall connection systems make a connection between a preferably cast vertical concrete wall and an underlying horizontal floor or ceiling slab and transmit compressive forces in the vertical direction.
  • a largely thermal decoupling between a base plate and a building wall arranged thereon, in particular a cast concrete wall should be achieved with arrangements known from the prior art.
  • an arrangement for connecting a building wall with a floor or ceiling slab which is a pressure force transmitting and insulating connection element for a connection of two cast components having an insulating body for thermal separation of the components.
  • the insulating body has, in order to ensure the compressive strength of the connection element, one or more of the upper and lower bearing surface of the insulating body penetrating pressure elements made of a concrete material. With the help of the printing elements vertically acting pressure forces are introduced from a arranged above the connecting element building wall directly into the underlying floor slab or ceiling slab.
  • the printing elements are arranged within the insulating body, which is formed predominantly of an insulating material, at intervals to each other, wherein the spaces between the printing elements are filled by the insulating material.
  • the connecting elements known from the prior art have the disadvantage that shear forces, ie forces which act in the longitudinal direction of the wall, can be taken only conditionally and introduced into the underlying floor or ceiling slab.
  • Another disadvantage of the prior art is a similar load-bearing behavior of the connecting elements, which means that deformation and power transmission are not decoupled. As a result, along the building wall an uneven force distribution and possibly an uneven expansion of the wall in its longitudinal direction occur.
  • the present invention has for its object to address one of the problems mentioned.
  • a possibility for connecting a substantially vertical building wall with a floor or ceiling plate and the formation of a Wandan gleichsystems and a mold block for placing on a floor or on or under a ceiling slab and for supporting a building wall on the floor or ceiling slab or Carrying the ceiling plate show, with which acting in the longitudinal direction of the building wall shear forces improved in a floor or ceiling slab can be introduced.
  • at least one alternative to the known arrangements is to be created.
  • the invention thus relates to an arrangement for connecting a substantially vertical building wall, in particular a load-bearing wall, with a floor or ceiling plate and for forming a wall connection system several mold blocks for vertical placement between a building wall and a floor or ceiling slab, for supporting the building wall on the floor or ceiling slab or for supporting the ceiling slab on the building wall, which are adapted to vertical compressive forces from the building wall to the floor or ceiling slab transferred to, wherein at least one of the mold blocks is formed as a fixed bearing block and is adapted to receive acting in the longitudinal direction of the wall shear forces and transferred to the underlying or overlying floor or ceiling plate to fix the building wall relative to the floor or ceiling tile.
  • the fixed-bearing module can be designed accordingly in a connecting section or contact area, namely by allowing as far as possible no compensating movements, but can transmit thrust forces, in particular high shear forces, in the longitudinal direction of the building wall. In particular, this relates to such high shear forces as typically occur in building stabilization.
  • the footprint and / or the support surface may form the connecting portion.
  • a toothed joint may particularly preferably be provided, which may also be referred to as a wave profile.
  • a firm connection at least a good transmission of the thrust forces can be achieved.
  • the arrangement according to the invention has at least two, preferably more than two, shaped components and thus forms a wall connection system.
  • a wall connection system according to the invention the relative movement or possible relative movement between different parts of the building, namely a floor or ceiling slab and a building wall, is specifically influenced.
  • At least one fixed bearing module thus supports and fixes the building wall in at least one fixed storage section or fixed storage area on the floor or ceiling slab. It but also comes into consideration that the mold blocks are arranged on the building wall and under a floor or ceiling plate.
  • the fixed storage module is presently designed as a mold block.
  • a mold block here is particularly a kind of stone to understand that is made artificially and preferably consists of one piece or is formed in one piece, where it may include additional elements, such as insulating.
  • the mold module consists of a one-piece cast molding which defines at least the outer dimensions of the mold module.
  • the mold block can be cast from concrete, which then hardens to form the stone.
  • the mold blocks are designed as a fixed bearing block, which is arranged in a row and this row has a fixed storage area.
  • the fixed bearing blocks are arranged in series along the entire length of the building wall to be created.
  • the fixed storage area has at least one, two, three or more fixed bearing blocks, over which the fixed connection, in which the thrust forces are transmitted, is ensured.
  • the mold blocks are arranged to each other such that adjacent mold blocks touch each other.
  • the mold blocks are spaced apart.
  • the fixed bearing blocks at the ends of a building wall with their end faces in particular lying against each other or at a distance of a few centimeters to each other.
  • the fixed bearing blocks in the middle of a building wall also referred to as shear center (SM), arranged at a distance from one another, which is greater than at the ends of the building wall.
  • SM shear center
  • the fixed-bearing module at least on its supporting the building wall bearing surface on a connecting portion which is adapted to receive the shear forces acting in the longitudinal direction of the wall and to transfer to the underlying floor or ceiling plate.
  • the fixed bearing block at its bearing surface and its footprint a connecting portion for receiving and transmitting acting in the longitudinal direction of the wall shear forces.
  • connection portion which can also be referred to as contact area, designed so that it avoids movement between the building wall and the fixed bearing block.
  • this connection section for example, a rough, strongly rubbing or adhering surface or surface structure can be provided. This can be achieved by Sanding or graveling the support and contact surface of the fixed bearing block. It is also a profile transverse to the thrust direction or a wedge-shaped profiling, similar to a herringbone pattern, into consideration, to give further examples.
  • the mold blocks are at least predominantly made of concrete material, preferably made of ultra-high-strength fiber concrete.
  • essentially the part of the mold module is made of concrete, which does not concern the insulation.
  • a high strength of the mold blocks can be achieved.
  • vertical compression forces can be reliably absorbed in the form of solid-state blocks designed as structural components, which result at least from the mass of the upstanding building wall of the inventive arrangement.
  • it can also be taken transversely or at an oblique angle to the support surface and / or footprint in the mold block acting shear forces and introduced into a floor or ceiling plate.
  • the fiber concrete used has preferably steel fibers with a diameter of 0.1 to 0.3 mm, preferably from 0.16 to 0.24 mm.
  • the mold blocks are interspersed with a reinforcement.
  • the reinforcement extends approximately transversely or perpendicular to a support surface and a footprint of a mold block.
  • the reinforcement extends from a building wall through a fixed bearing block in an underlying floor or ceiling plate, or vice versa from a floor or ceiling plate through the fixed bearing block in a building wall arranged thereunder.
  • the building wall is designed as a concrete wall.
  • the invention also relates to a mold module between a building wall and a floor or ceiling slab.
  • the molded component comprises a shaped body made of concrete material, which has a contact surface facing the floor or ceiling plate and a support surface which extends essentially parallel thereto and faces the load-bearing building wall, wherein the molded body has a plurality of insulation body sections which are substantially parallel to and between the contact elements. and bearing surface run.
  • a mold block having a base body made of concrete, which is interspersed with Isolier Sciencesabitesen.
  • This basic body which is here called moldings, thus forms the part of the mold module that transfers forces between the building wall and the floor or ceiling slab.
  • the footprint and the support surface are thus made of concrete.
  • the insulation body sections are provided.
  • the main body or molded body gives the structural element its supporting structure. Therefore, the term mold block is also used, because the concrete part has properties of a stone or building block, or is considered at all as a stone, and preferably at the same time gives the shape.
  • the molded block, or at least the shaped body has a cuboid shape.
  • the shape of the shaped body preferably corresponds to the shape of the molded building block.
  • the mold module may have additional elements and / or an additional layer, and then possibly slightly deviate from the shape of the shaped body.
  • the Isolier stressesabitese located between the footprint and the support surface are basically introduced into the concrete body that they do not determine the shape of the mold block. Instead of the cuboid shape, however, other forms come into consideration, such. a shape with at least two converging sides, which are not the footprint and the support surface, which should be plane-parallel to each other
  • the mold module is designed as a fixed bearing module.
  • a fixed bearing module is adapted to receive thrust forces acting in the longitudinal direction of the wall and in particular to fix the building wall relative to the floor and / or ceiling slab.
  • a molded brick is understood to mean a kind of stone which is artificially produced and preferably consists of one piece or is formed in one piece.
  • the shaped body of concrete material defines the outer dimensions of the mold block.
  • An insulating body section may, for example, be an insulating body extending through the molded body. Of these, several may be provided which may be arranged parallel to each other or may intersect, to name only two examples.
  • a plurality of insulating body sections may be formed as a plurality of insulating body, or as a coherent insulating body. So it is also contemplated that the plurality of insulating body portions are arranged in an embodiment to each other or connected to each other, that a single insulating body is formed with a uniform shape. In another embodiment of the invention, the plurality of insulating body portions are arranged to each other so that they form a plurality of separate insulating body within the mold block.
  • the insulating body sections extend through the molded body from one side surface to the oppositely disposed side surface of the molded component.
  • the Isolier Sciencesabitese preferably extend at least in one of the main directions over the entire width or length of the mold block, whereby the heat transfer through the mold block is further reduced by its footprint in the direction of the support surface.
  • the shaped body preferably has first side surfaces extending parallel to one another and preferably transverse to the first side surfaces and second side surfaces extending parallel to one another. The first and second side surfaces thus form a rectangle in a plan view.
  • n insulating body sections penetrate the mold module approximately transversely to the first side surfaces and m insulating body sections penetrate the molded module approximately transversely to the second side surfaces.
  • the Isolier stressesabitese thereby form a grid pattern in a plan view, which also comes into consideration that in at least one direction only one Isolier Sciencesabites is provided.
  • n is not equal to m, so that different numbers of insulating body sections are provided in the two directions.
  • two or more insulator sections extend between the first and second side surfaces of the mold module.
  • the Isolier Sciencesabitese extend at the same height between the footprint and the support surface of the mold block and thereby form a lattice structure.
  • the Isolier stressesabitese run at different heights or levels between the footprint and the bearing surface of the mold block.
  • each extending transversely to each other several Isolier stressesabitese run at different heights or levels within the mold block, wherein in a possible embodiment, the Isolier stressesabitese do not touch each other.
  • the insulating body sections run essentially transversely to one another and intersect one another, thereby forming together a grid or cross structure. This allows you to form an insulation matrix within the molding.
  • the insulator sections are preferably interconnected such that each insulator section is part of the insulative matrix.
  • the insulation matrix has, depending on the size or the diameter of the insulating body sections, an arbitrary number of n insulating body sections and an arbitrary number of m insulating body sections.
  • an insulation matrix with 4x3, 6x3 or 8x3 insulator sections is provided.
  • Such an insulation matrix of a plurality of insulating bodies can also be manufactured as a unit and can also be formed in one piece.
  • the insulating body sections preferably have a cylindrical shape, in particular with a substantially oval or elliptical cross section.
  • the shape of the Isolier Sciencesabitese also determines the inner shape of the molding.
  • the molded body can well absorb high vertical compressive forces and possibly also oblique shear forces through its resulting shape and derive through the mold block in an underlying floor or ceiling plate and vice versa.
  • the shape of the insulating body sections has a direct or indirect influence on the insulating properties and the mechanical properties of the molded brick.
  • the proposed shape provides good insulating properties with good mechanical properties.
  • the invention In order to further increase the strength of the molded body and thus of the mold module as a whole, it is provided in one embodiment of the invention to reduce or enlarge the cross section of the insulating body sections in the direction of extent.
  • This targeted targeted areas of the molding can be reinforced, which are exposed to higher pressure forces and / or shear forces. In the areas that are less heavily loaded, the Isolier Sciencesabitese may have correspondingly larger diameters, so that the insulating behavior of the molded block is improved in these areas.
  • the oval or elliptical cross section preferably runs with its main axis approximately perpendicular to the support surface and with its minor axis parallel to the support surface.
  • the elliptical cross section is formed within the mold module such that the distance between the vertices on the major axis, which is preferably transverse to the uprising - or bearing surface of the molding extends, is greater than the distance between the vertices on the minor axis.
  • the resulting shape of the molded body can very well absorb and transmit forces.
  • the Isolier sciencesabitese are formed and arranged to each other, that in the interior of the molded body filled with the Isolier sciencesabitesen support structure, in particular arch structure, is formed of concrete material.
  • a molded article may be manufactured so that concrete is poured into a mold around an insulating body structure.
  • This insulation structure after curing of the concrete are removed again, which is here only for the purpose of illustration is described, would remain a cavity back.
  • This cavity is designed according to an embodiment as a support structure, especially as a vault structure and because the insulation structure is not to be removed, this support structure or vault structure is filled with the insulation structure.
  • the molded body can grds. also be made differently.
  • the shaped body is manufactured differently than by the described casting of the concrete.
  • this support structure or arch structure is thus to be understood as a cavity in which a ceiling and a floor are supported at many points on column-like support sections against each other.
  • the pillar-like support sections are formed in the areas between Isolier analysesabitesen. Over this forces can be transferred.
  • the top and bottom of this cavity are curved and in each case go continuously into the respective pillar-like support sections. This also good lateral forces can be transmitted, which do not run perpendicular to the ceiling and floor.
  • the Isolier stressesabitese form here within the molding of channels or fill them, which together form the cavity. Between these channels, several connecting areas of concrete material are formed, which support the ceiling and the bottom of the cavity and thus the footprint and the bearing surface against each other. The connection areas thus form a support structure between the individual Isolier Sciencesabitesen. In addition to connecting areas in the interior of the footprint and the support surface are also connected to each other on the side surfaces of the mold block via visible connection areas made of concrete material.
  • a support structure described above a plurality of supporting pillars, which may also be referred to as support columns, and which extend substantially transversely, in particular perpendicularly, to the contact surface or support surface of the molded body.
  • the supporting pillars have a constant or a varying cross section in the longitudinal direction, that is to say over their length.
  • the pillars in the main directions of the running between the footprint and the support surface level within which the isolation matrix is arranged ie in the cavity described by way of example, several rows of behind or arranged side by side Buttresses. Also visible on the side surfaces of the mold block from the outside connecting areas form such rows of buttresses. This too can be predetermined by the Isolier Sciencesabitese.
  • the shaped body has a profile element projecting thereon on at least its support surface for the building wall as a connecting section with the building wall.
  • a connecting section formed in particular on the support surface and the contact surface
  • a region of the contact surface or contact surface is adapted to receive thrust forces acting parallel to the support surface and / or contact surface and to introduce it into the mold module.
  • a designed as a fixed-block building block has as a connecting portion at least one on the support surface and / or the footprint of the molding projecting profile element.
  • the profile element thus provides a connection between an attached wall, floor or ceiling plate and the mold block, especially the molded body ago.
  • a building wall to be created on the support surface or a floor or ceiling plate brought into contact with the contact surface is fixed relative to the mold module by means of the profile element.
  • the profile element is formed as a material projection on at least the bearing surface on the molding or as a separate component, which is arranged at least on the support surface.
  • the profile element is formed integrally with the molded body, wherein the profile element is formed of concrete material.
  • the shaped body forms on the contact or support surface of a base, which is determined by the outer dimensions of the shaped body, in particular its side lengths a and b. The surface area of the base area results from the product of a * b.
  • the profile element has on the base of Aufstands- or support surface projecting, raised surface areas.
  • the profile element at the level of the base surface on a base surface, wherein the base surface of the profile element or the sum of the base surfaces of all profile elements of the footing or support surface, if a plurality of profile elements are formed, less than 50% of the base area, in particular is less than 45% of the base area and preferably about 40% of the base area.
  • the surface areas around the raised or projecting surface areas of the profile element, including any surfaces therebetween, are therefore greater than the base area of the profile element or the sum of the base areas, preferably greater than 50% of the footprint footprint.
  • Support surface in particular greater than 55%, preferably they have about 60% of the base area.
  • the profile element is a single or a plurality of profile elements arranged at a distance from one another, which or which protrudes preferably transversely to the direction of extension of the building wall to be erected in the form of a toothed joint on the support surface and / or on the footprint of the mold module.
  • a single profile element can also be a profile region composed of a plurality of projections and depressions on the support surface and / or the contact surface, for example in the form of a wave profile.
  • the profile element may also be formed as a separate component which is connected to the molded body of the mold module for forming the connecting portion with the mold block.
  • the shaped body which is preferably cuboid, may have such a profiled surface of its support surface and / or footprint.
  • a profile element formed as a separate component can be, for example, a rail body which is inserted into a depression formed on the support and / or footprint.
  • the rail body can have any profile in cross-section.
  • the concrete material is a high-strength concrete or high-strength lightweight concrete, in particular an ultra-high-strength fiber concrete, by means of which the strength of the molded block according to the invention is ensured.
  • the molding is made of one of these materials.
  • an ultra-high-strength fiber concrete with steel fibers is used, wherein steel fibers having a diameter of preferably 0.1 to 0.3 mm, more preferably from 0.16 to 0.24 mm in the concrete material are included.
  • the mold module is designed as a fixed bearing module and has on the footprint and / or the support surface on a surface property for transmitting a thrust force between the mold block and the building wall or the floor or ceiling plate.
  • a fixed bearing block for use in an inventive arrangement can be created, especially as described above in connection with at least one embodiment thereof.
  • the effects described above for fixed-storage components can be achieved.
  • the invention relates to a building section comprising a floor or ceiling slab, substantially vertical to the floor or floor Ceiling plate patched building wall and arranged between the floor or ceiling plate arrangement of several mold blocks according to one of the embodiments described above.
  • the building section can be produced by an arrangement according to the invention and thereby has the advantages and properties which have been described above in connection with the arrangement according to the invention, including the mentioned embodiments.
  • the invention also relates to a method for producing a building section according to one of the above-described embodiments.
  • the extent to which the mold module protrudes from the cast floor or ceiling panel may be referred to as the height dimension x.
  • a building section can be generated, on which the relative movement between different parts of the building, namely a floor or ceiling slab and a building wall, due to, for example, temperature changes, can be selectively influenced.
  • a reinforcement plate for a floor or ceiling slab is already providing to understand a partially prefabricated ceiling slab with protruding at the top reinforcement sections.
  • the mold blocks By partially pouring the arrangement of mold blocks and thus the partial pouring of the mold blocks, the mold blocks can be fixed on the floor or ceiling plate. Your transition to the aufnacden wall on their contact surfaces can influence whether they act as a fixed bearing block.
  • Fig. 1 shows a building section 100, which comprises a bottom plate 110, a building wall 120, in particular a load-bearing concrete wall, which rests on the bottom plate 110. Furthermore, there is a ceiling plate 130 on the building wall 120.
  • an assembly 140 for connecting the vertical building wall 120 to the floor panel 110 which forms a wall connection system.
  • the assembly 140 includes a plurality of mold blocks 150 that are on the bottom plate 110 are arranged and by means of which the building wall 120 is supported.
  • vertical compressive forces D (see also Fig. 3 ) are transferred from the building wall 120 via the mold block 150 to the bottom plate 110.
  • the arrangement according to the invention comprises in the embodiment of Fig.
  • the molded block designed as a solid-state module has a specially designed surface or a connection region between the molded body and the attached building wall 120.
  • the in Fig. 1 shown building section comprises a building wall 120 which rests over its entire length on a trained from mold blocks 150 fixed storage area 155.
  • the arrangement 140 shown can be arranged as a wall connection system also in the upper region of the building wall 120 below the ceiling plate 130.
  • the distance between the mold blocks 150 is selected so that they touch each other.
  • the mold blocks at a distance from each other, which corresponds approximately to half the length of a mold block.
  • the Fig. 2 shows a sectional view of an arranged between the bottom plate 110 and the building wall 120 arrangement 140 in the region of a fixed bearing block 150th Wie aus Fig. 2 it can be seen, the mold module 150 has a molded body 170 made of concrete material, which has a contact surface 172 facing the floor or underlying ceiling plate and a support surface 174 which extends substantially parallel thereto and faces the building wall 120 to be supported.
  • Fig. 3 shows a trained as a fixed-block module mold block and Fig. 3 It can be seen that the molded body 170 has on the support surface 174 a connecting portion 176 with two extending transversely to the direction of extension material protrusions 178 in the form of profile elements.
  • the molded body 170 forms on the contact or support surface 172, 174 a base, which is determined by the outer dimensions of the molded body, in particular its side lengths a and b.
  • the surface area of the base area results from the product of a * b.
  • the surface area of the base surfaces of all the material protrusions 178 is on Height of the base area for illustration significantly less than 40% shown to make it clear that the profile elements in total should be smaller in particular than their interstices.
  • the base surface of a material projection 178 is made of the in Fig. 3 shown edge lengths c, d formed.
  • Such a connecting portion 176 can also on the footprint 172, as shown Fig. 3 however, not shown, be formed.
  • the connecting portion 176 is adapted to fix the mold module 150, for example, relative to a building wall in its longitudinal direction. In the in the Fig. 2 construction shown thus a fixation of the fixed bearing module relative to the building wall 120 as well as the underlying floor or ceiling plate 110, 130 is achieved, namely in the direction of the drawing plane, thereby counteracting a relative movement between the building parts.
  • the mold module 150 includes a plurality of insulator sections 180, 182 which are substantially parallel to and between the footprint 172 and the support surface 174.
  • the shaped body has a cuboidal shape in the present embodiment.
  • the insulator portions 180, 182 extend from one of a first side surface 184 to the oppositely disposed first side surface 184 'and from a second side surface 186 to an oppositely disposed second side surface 186' through the mold component 150.
  • the insulating body sections 180, 182 preferably run essentially transversely to one another and form a grid or cross structure within the shaped body 170, in order in particular to form an insulation matrix.
  • Isolier stressesabitese have a circular cross-section.
  • the cross section is elliptical or at least oval.
  • Fig. 4 shows an embodiment of an insulation matrix 190 according to the invention, which is formed from a plurality of insulation body sections 192, 194.
  • the insulation matrix 190 at least four Isolier Sciencesabitese 192, which extend in a first direction parallel to each other, and at least three Isolier Sciencesabitese 194, which are parallel to each other and preferably approximately transverse to the Isolier Sciencesabitesen 192.
  • the insulating body sections 192, 194 of the insulation matrix have an oval or elliptical cross section in the illustrated embodiment, which is shown in FIG FIG. 4 but only hinted at.
  • the insulator portions 192, 194 of the isolation matrix extend in a plane. In the Fig.
  • the insulation matrix 190 itself is produced in advance in a separate method step or manufactured independently of the method for producing a molded component and provided only as a finished component.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Building Environments (AREA)
EP16189206.2A 2016-09-16 2016-09-16 Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système Active EP3296478B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP16189206.2A EP3296478B1 (fr) 2016-09-16 2016-09-16 Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16189206.2A EP3296478B1 (fr) 2016-09-16 2016-09-16 Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système

Publications (3)

Publication Number Publication Date
EP3296478A1 true EP3296478A1 (fr) 2018-03-21
EP3296478C0 EP3296478C0 (fr) 2023-09-06
EP3296478B1 EP3296478B1 (fr) 2023-09-06

Family

ID=56958776

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16189206.2A Active EP3296478B1 (fr) 2016-09-16 2016-09-16 Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système

Country Status (1)

Country Link
EP (1) EP3296478B1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3467223A1 (fr) * 2017-10-09 2019-04-10 Schöck Bauteile GmbH Élément moulé destiné à placer entre un mur de construction et une plaque de sol ou de plafond et section de construction pourvue d'un tel élément moulé
EP3663474A1 (fr) * 2018-12-04 2020-06-10 Schöck Bauteile GmbH Dispositif d'isolement thermique entre un mur de bâtiment bétonné et un plancher, ainsi que procédé de fabrication

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29617805U1 (de) * 1996-10-14 1996-12-05 König, Siegfried, 67661 Kaiserslautern Deckenabschalstein mit integrierter Wärmedämmung
DE20008570U1 (de) * 2000-05-12 2001-09-27 Schoeck Bauteile Gmbh Mauersteinförmiges Wärmedämmelement
EP2405065B1 (fr) 2010-11-19 2014-04-23 Georg Koch Elément isolant de connexion pour supporter des charges de compression

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29515403U1 (de) * 1995-09-27 1995-12-21 König, Siegfried, 67661 Kaiserslautern Deckenabschalstein mit integrierter Wärmedämmung
AU679894B3 (en) * 1996-09-06 1997-07-10 Waldemar Szczepina Self-locking, precision made, building block

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29617805U1 (de) * 1996-10-14 1996-12-05 König, Siegfried, 67661 Kaiserslautern Deckenabschalstein mit integrierter Wärmedämmung
DE20008570U1 (de) * 2000-05-12 2001-09-27 Schoeck Bauteile Gmbh Mauersteinförmiges Wärmedämmelement
EP2405065B1 (fr) 2010-11-19 2014-04-23 Georg Koch Elément isolant de connexion pour supporter des charges de compression

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3467223A1 (fr) * 2017-10-09 2019-04-10 Schöck Bauteile GmbH Élément moulé destiné à placer entre un mur de construction et une plaque de sol ou de plafond et section de construction pourvue d'un tel élément moulé
EP3663474A1 (fr) * 2018-12-04 2020-06-10 Schöck Bauteile GmbH Dispositif d'isolement thermique entre un mur de bâtiment bétonné et un plancher, ainsi que procédé de fabrication
EP4234828A3 (fr) * 2018-12-04 2023-09-27 Schöck Bauteile GmbH Dispositif d'isolement thermique entre un mur de bâtiment bétonné et un plancher, ainsi que procédé de fabrication

Also Published As

Publication number Publication date
EP3296478C0 (fr) 2023-09-06
EP3296478B1 (fr) 2023-09-06

Similar Documents

Publication Publication Date Title
EP2455557B1 (fr) Elément de raccordement transmettant la force de pression
WO2005080704A1 (fr) Procede et agent auxiliaire pour produire des elements en beton, en particulier des produits semi-finis en beton et/ou des revetements en beton, et agent auxiliaire pour produire des revetements en beton
EP2146017A1 (fr) Composant pour dalles de plancher ou de toiture ainsi que procédé destiné à la fabrication d'un composant
EP3191657B1 (fr) Coffrage perdu en béton haute performance ou ultra haute performance
EP2486196B1 (fr) Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante
EP2410096A2 (fr) Dispositif de coffrage et procédé de formation d'un évidement pendant le coulage d'un composant
EP2956283B1 (fr) Procédé de fabrication d'un élément en béton armé multicouche
AT513576B1 (de) Wandschalungssystem sowie ein Verfahren zum Herstellen eines Wandschnitts mit einer Isolierschalung
EP3296478B1 (fr) Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
EP3296476B1 (fr) Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
EP0121685A2 (fr) Elément soumis à la compression dans un élément de construction isolant pour parties de bâtiment faisant ressaut
EP3467221B1 (fr) Élément moulé destiné à être placé entre un mur de construction et une plaque de sol ou de plafond, et section de construction pourvus d'un tel élément
EP2209952A1 (fr) Élément d'écartement et composant pour la production d'une structure murale, et procédé et dispositif correspondants
EP3467222A1 (fr) Élément moulé destiné à etre placé entre un mur de construction et une plaque de sol ou de plafond et section de construction pourvue d'un tel élément moulé
EP3663474B1 (fr) Dispositif d'isolement thermique entre un mur de bâtiment bétonné et un plancher, ainsi que procédé de fabrication
EP2816168B1 (fr) Pierre de coffrage destinée à la liaison avec un revêtement en béton
DE102017101205A1 (de) Vorrichtung und Verfahren zur Wärmedämmung einer Massivwand eines Gebäudes
DE10259961B4 (de) Vorgefertigtes Bauelement, insbesondere Decken- oder Wandbauelement aus einem ausgehärteten Material
EP3296477A1 (fr) Élément de moulage pour disposer sur une dalle de sol ou sur ou sous une dalle de plafond et procédé de fabrication de l'élément de moulage
EP3492665A1 (fr) Pièce préfabriquée de béton dotée d'au moins un composant recevant la charge ainsi que plaque de raccordement destinée à être agencée dans le joint de raccordement entre une telle pièce préfabriquée de béton et le composant recevant la charge
EP3467220B1 (fr) Partie de bâtiment et procédé de fabrication d'une telle partie de bâtiment
WO2006021222A1 (fr) Element paroi
AT523024B1 (de) Gebäudekonstruktion und Verfahren zur Bildung derselben
DE896860C (de) In sich vorgespanntes Bewehrungselement aus Formsteinen
DE102018130844A1 (de) Vorrichtung zur Wärmeentkopplung zwischen einer betonierten Gebäudewand und einer Geschossdecke sowie Herstellverfahren

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: 20180921

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

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SCHOECK BAUTEILE GMBH

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

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: 20210810

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 2/02 20060101ALN20230309BHEP

Ipc: E04B 1/76 20060101ALN20230309BHEP

Ipc: E04C 1/41 20060101ALI20230309BHEP

Ipc: E04B 1/78 20060101ALI20230309BHEP

Ipc: E04B 1/16 20060101AFI20230309BHEP

INTG Intention to grant announced

Effective date: 20230324

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 2/02 20060101ALN20230314BHEP

Ipc: E04B 1/76 20060101ALN20230314BHEP

Ipc: E04C 1/41 20060101ALI20230314BHEP

Ipc: E04B 1/78 20060101ALI20230314BHEP

Ipc: E04B 1/16 20060101AFI20230314BHEP

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230522

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

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SCHOECK BAUTEILE GMBH

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

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: 502016016071

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

U01 Request for unitary effect filed

Effective date: 20230907

P04 Withdrawal of opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230908

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: 20230913

U20 Renewal fee paid [unitary effect]

Year of fee payment: 8

Effective date: 20230913

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: 20231207

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: 20230906

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: 20231206

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: 20230906

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: 20231207

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

Ref country code: CH

Payment date: 20231025

Year of fee payment: 8

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: 20240106

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

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: 20230906

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: 20230906

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: 20230906

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: 20240106

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: 20230906

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: 20230906

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: 20230906

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

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: 20230906