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EP2405065B1 - Elément isolant de connexion pour supporter des charges de compression - Google Patents

Elément isolant de connexion pour supporter des charges de compression Download PDF

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Publication number
EP2405065B1
EP2405065B1 EP10191914.0A EP10191914A EP2405065B1 EP 2405065 B1 EP2405065 B1 EP 2405065B1 EP 10191914 A EP10191914 A EP 10191914A EP 2405065 B1 EP2405065 B1 EP 2405065B1
Authority
EP
European Patent Office
Prior art keywords
transmitting
connection element
compressive force
insulation body
force
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
EP10191914.0A
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German (de)
English (en)
Other versions
EP2405065A1 (fr
Inventor
Georg Koch
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.)
Individual
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Individual
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Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=43735991&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2405065(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Priority to ES10191914.0T priority Critical patent/ES2478045T3/es
Priority to SI201030655T priority patent/SI2405065T1/sl
Priority to PL10191914T priority patent/PL2405065T3/pl
Priority to EP10191914.0A priority patent/EP2405065B1/fr
Priority to EP11173639.3A priority patent/EP2455556B1/fr
Priority to PL11184629T priority patent/PL2455557T3/pl
Priority to SI201130192T priority patent/SI2455557T1/sl
Priority to EP11184629.1A priority patent/EP2455557B1/fr
Priority to US13/300,597 priority patent/US8590240B2/en
Priority to US13/300,595 priority patent/US8733050B2/en
Priority to US13/301,620 priority patent/US8590241B2/en
Publication of EP2405065A1 publication Critical patent/EP2405065A1/fr
Publication of EP2405065B1 publication Critical patent/EP2405065B1/fr
Application granted granted Critical
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Anticipated expiration legal-status Critical

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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
    • E04B1/78—Heat insulating elements
    • 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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods
    • 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
    • E04B2002/0289—Building elements with holes filled with insulating material
    • E04B2002/0293—Building elements with holes filled with insulating material solid material

Definitions

  • thermally insulating brick is from the EP 2 151 531 A2 known, the pressure elements are constructed, for example, cement mortar and the heat-insulating body is preferably made of glass or stone foam, in which case serves as a means for transverse force transmission a structured, optionally applied with chippings surface.
  • the pressure elements are constructed, for example, cement mortar and the heat-insulating body is preferably made of glass or stone foam, in which case serves as a means for transverse force transmission a structured, optionally applied with chippings surface.
  • Such a brick can undoubtedly be convincing in terms of thermal insulation and in terms of compressive force transmission, but in view of the transverse force transmission assets can not convince excited in this document technical features.
  • a non-generic Kragplattenan gleichelement is from the EP 0 338 972 A1 known, with the help of particular balconies as examples of cantilever plates can be attached to an adjacent ground cover plate.
  • the known Kragplattenan gleichelement comprises a cuboid insulating body, which is crossed by pairs superposed, the insulating body horizontally passing through pressure bars. To avoid rust attack of these cost reasons, preferably not made of stainless steel pressure rods they are each surrounded with sleeves, between the sleeves and the pressure rods a curable material, such as a plastic-coated Mortar, filled. In a possible embodiment of the proposed Kragplattenan gleichelements this also has transverse force transmitting elements, however, pull through the insulation body spatially separated from the pressure rods.
  • connection element for building connections, in which an insulating body is crossed by obliquely extending at an angle to the vertical between 1 ° and 89 °, in pairs connected to a reinforcing plate reinforcing bars.
  • the known connection element thus seems to have exclusively lateral force-transmitting elements, since the stiffening plate is suitable as a pressure element neither in terms of its construction nor with regard to its introduction within this document.
  • thermal insulation element for heat flow decoupling between wall part and floor panels.
  • the known thermal insulation element may have columnar support elements with an interstices between these support elements aus slaughterdem insulating.
  • transverse and tensile force transmission anchoring projections are to serve, which are applied in the form of dowels plan on the outer sides of the proposed thermal insulation element.
  • the thermal insulation element known in this type may be convincing in terms of its thermal insulation, and perhaps even slight transverse forces that may arise during the transport of such a known structure, an approach for a convincing solution to the problem of interception of larger lateral forces, such as from planned Earth pressure or wind stabilization - while in a possible order of magnitude at least above 10 kN / m - may occur, but the font can not be removed.
  • FIG. 1 On the basis of a conventional concrete construction (11) the usual elevation of a concrete wall (15) on a concrete floor slab (13).
  • the concrete floor plate (13) and the concrete wall (15) are monolithic, non-positively and uninsulated connected to each other.
  • the thermal insulation (5, 7) is provided on the outside both below the concrete floor panel (13) and on the outside of the concrete wall (15).
  • the thermal insulation (7), which is arranged under the concrete floor slab (13) must be static-resistant, depending on the load height, pressure-resistant, aging-resistant and resistant to rotting.
  • the required compressive strength of the thermal insulation (7) under the floor slab usually has to be> 150 kN / m 2 .
  • the materials usually used for this purpose are XPS boards, foam glass blocks or foam glass gravel. These materials are high quality and pressure resistant materials. Due to high compressive strengths, lower thermal insulation values result with a lambda> 40 mW / mK.
  • the comparatively high thermal conductivity leads with constant thermal insulation performance to higher layer thicknesses and thus to higher material consumption than comparable solutions with internal insulation. Due to the high consumption of technically complex materials (gray energy), the ecology of the building is also adversely affected. Nevertheless, such a design, for lack of alternatives, for low-energy and passive house concepts is applied.
  • the concrete structure (11) according to FIG. 2 is monolithic, non-positive and insufficiently insulated.
  • the thermal insulation (5, 9) is arranged on the outer wall (15) lying outside, while it is arranged resting on the concrete floor plate (13).
  • the use of the internal insulation (9) offers enormous cost savings, as well as a reduction in the required gray energy, but it is obviously disadvantageous in this embodiment that an existing cold bridge between the concrete floor plate (13) and the concrete wall (15) is present.
  • FIGS. 3 and 4 is a non-pressure-resistant thermal insulation (9) below and / or above a concrete (cellar) ceiling (29) arranged, as it finds application for unheated basements.
  • a concrete structure (11) is also monolithic, non-positive and insufficiently insulated.
  • Such systems are not suitable for low-energy or passive houses due to the local energy loss and the risk of mold fungus formation (constructive cold bridge).
  • the public a connecting element for two interconnected, cast components, which are preferably on the one hand concrete floor or ceiling and the other concrete wall to propose, which largely eliminates the usually resulting, constructive cold bridges in concrete structures and which is as it is capable of large pressure forces and to absorb large lateral forces.
  • the goal is still to propose a solution that allows concrete structures to meet the new and future energy standards with little financial and technical effort.
  • Another goal is a concrete structure with an optimal power flow and optimized thermal insulation.
  • the first molded component (13, 29) is preferably an element selected from the list comprising concrete floor slab and concrete ceiling panel, while the second molded component (15) is preferably a concrete wall.
  • the connecting element (17) transmitting the at least one compressive force can be connected in a force-locking manner to the concrete components (13, 15, 29) by continuous transverse force-transmitting elements (35), in that these connection elements (17, 17) transmit one or both sides to the pressure force ) are poured.
  • the connection element (17) according to the invention between a concrete floor plate (13) and a concrete wall (15) or between a concrete ceiling slab (29) and a concrete wall (15), whereby an effective thermal separation between the two concrete parts is ensured.
  • the pressure element (33) penetrating the insulating body (31) from its first bearing surface (39) to its second bearing surface (41) is advantageously made of steel, stainless steel, fiber plastic, concrete, fiber reinforced concrete or another pressure-resistant, ie.
  • the inventors have made a special preference for concrete, fiber-reinforced concrete and fiber-reinforced plastics, because here too the at least one pressure element (33) ensures good thermal insulation between the two bearing surfaces (39, 41) delimiting the insulating body (31) ) guaranteed.
  • the pressure element (33) in the insulating body (31) is inserted without slip. This has the advantage that the at least one pressure element (33) receives additional stability through the surrounding insulation body (31).
  • the at least one pressure element (33) can at its ends according to the in FIG. 9 , A to e, embodiments shown therein basically different bases (34) such as square (a), rectangular (b), cross-profile (c), round (d), oval or elliptical (e), etc. have.
  • the pressure elements (33) according to FIG. 10 also have different body shapes (45).
  • the body (45) of the pressure elements (33) between its base surfaces (34) at both ends may be tapered cylindrically (A) relative to one (C, E) or both bases (B, D, F, G) (F) or curved outwards (I).
  • a particular preference of the invention lies in the embodiment (F) according to FIG. 10 according to which the cross section of the at least one pressure element (33) tapers towards the middle.
  • the pressure elements (33) are preferably arranged relative to one another such that the force-resultant of the transferable compressive force again lies approximately on the longitudinal central axis (A) (symmetrical arrangement).
  • the arrangement is very particularly preferably so that the pressure force resulting maximum 1/3 of the cross-sectional width of the connection element (17) off-center sitting.
  • the at least one pressure element (33) penetrating the insulating body (31) from its first bearing surface (39) to its second bearing surface (41) should impede the shrinkage process of the concrete components (13, 15, 29) as little as possible, otherwise this would be undesirable Tensions in the hardened concrete leads.
  • the dehydration can be ensured by other means. Constructions such as shrinkage joints or "deformable" constructions with elastic materials are particularly suitable for this purpose.
  • the proposed pressure force transmitting connection element (17) as means for transverse force transmission on at least one of the connection element (17) continuously passing, transverse force transmitting element (35) which is at least partially enclosed by the at least one pressure element (33).
  • the lateral force transmitting element (35) passes through the connecting element (17) without material gap.
  • the transverse force transmitting element (35) can consist of several individual pieces, which are glued together before insertion into the connecting element (17), welded or otherwise permanently connected to each other.
  • the lateral force transmitting element (35) passes through the connecting element (17) in one piece, which means that the lateral force transmitting element (35) consists of a single, non-composite, but continuously uninterrupted workpiece.
  • the lateral force transmitting element (35) is at least partially enclosed by the at least one pressure element (33), which means for the purposes of the present specification that at least a quarter of the circumference of the lateral force transmitting element (35) over at least 25% of the length of the pressure element (33), dimensioned between the two bearing surfaces (39, 41) of the insulating body (31), directly adjacent to and / or sheathed by the pressure element (33).
  • the lateral force transmitting element (35) of the at least one pressure element (33) at least partially enclosed which means in the context of the present document that at least half of the circumference of the lateral force transmitting element (35) over at least 25% of the length the pressure element (33), dimensioned between the two bearing surfaces (39, 41) of the insulating body (31), directly adjacent to and / or sheathed by the pressure element (33).
  • the lateral force-transmitting element (35) of the at least one pressure element (33) fully enclosed which means in the context of the present document that the lateral force transmitting element (35) then over the full length of the pressure element (33) within this Pressure element (33) is formed and with the pressure element (33) is preferably non-positively and materially connected.
  • the lateral force transmitting element (35) both rod-shaped elements (e.g., rectilinear or bent reinforcing bars) and plate-shaped elements, as well as various other profile constructions may be used.
  • the at least one lateral force transmitting element (35) is rod-shaped and passes through the connecting element (17) in the middle of at least one pressure element (33), see. FIG. 8 - there: (33b), straight. It is provided as a preferred embodiment that the lateral force transmitting element (35) both on the one hand the first cast component (13, 29) facing the first support surface (39) and on the other hand, the second cast component (15) facing the second support surface (41) each by a length in a range of 2 to 100 cm, further restricted in a range of 4 to 70 cm, and still further restricted in a range of 4 to 50 cm, surmounted so as to form a frictional connection with the possible reinforcement in the midst of enable first molded component (13, 29) and the second molded component (15).
  • the elements (35) transmitting the at least one pair of lateral forces, or generally when the lateral force transmitting elements (35), are at least partially angled outside the insulating body (31) , wherein the angled regions are also referred to as extensions (60).
  • Such an angling of the projections (60) has in particular the advantage that the means for transverse force transmission provided according to the invention also ensure a tensile force transmission, which is why such a construction enables a particularly stable building construction, in particular concrete construction (11), with which connections of the first cast component (FIG. 13, 29) are made possible with the second molded component (15), in which the transverse force can be ablated in diametrically opposite directions.
  • the elements (35) which form a cross-shaped cross-shaped transversal force it is preferred if these two transverse force-transmitting elements (35) in FIG Junction are either positively connected with each other, what a bond as well as a weld offer. It is also conceivable and is just as preferred when the two transverse force transmitting elements (35) are fixed in the crossing point exclusively on the material of the, the two lateral force transmitting elements (35) at least partially enclosing pressure element (33).
  • the transverse force transmitting elements (35) each consist, without limitation, of possible embodiments of a material selected from the list comprising: steel, structural steel, stainless steel, fiber plastic (GRP, CFRP), with structural steel and stainless steel very preferably apply.
  • the lateral force transmitting elements (35) both on the one hand the first cast component (13, 29) facing the first support surface (39) as well as the second cast component (15) facing the second support surface ( 41) each by a length in a range of 2 to 100 cm, further limited in a range of 4 to 70 cm, and still further limited in a range of 4 to 50 cm, project beyond.
  • the at least one pressure element (33) is traversed by a pair of at least two, preferably from exactly two rod-shaped transverse force transmitting elements (35)
  • the at least one pair forming Transverse force transmitting elements (35) spaced outside the insulation body (31) are at least easily connected to each other.
  • Such a connection of the transverse force-transmitting elements (35) outside of the insulating body (31) can very particularly preferably be combined with the design according to which the transverse force-transmitting elements (35) are formed centrally crossing within the at least one pressure element (33).
  • the total area of the pressure distribution plates (51) accounts for 20% to 100%, based selectively on the first support surface (39) delimiting the insulation body (31) or on the second insulating body (51). 31) limiting support surface (41), makes up.
  • the pressure distribution plates (51) are decisive for the height of the fresh concrete above the connection element (17) according to the invention and crucial for the freedom in the selection of the material for the insulation body (31), the pressure elements (33) mainly ensure that on the connection element (17) resting component transmits, after its curing, the resulting pressure force resulting from the building.
  • the connecting element (17) according to the invention can be designed as a polygonal body in cross section (eg hexagonal, octagonal) with two opposite and mutually parallel first and second flat sides, which the two opposing and the insulating body (31) limiting bearing surfaces (39, 41). correspond or at more than the bearing surfaces (39, 41) protruding Druckverteilplatten (51) parallel to the two bearing surfaces (39, 41) are located.
  • the connection element (17) according to the invention is advantageously designed as a parallelepiped body. This has the advantage that the side surfaces of the connecting element (17) can be aligned with the concrete walls (15) resting on it.
  • FIG. 5 reproduced inventive embodiment, which reproduces a comparable construction situation as shown in FIG. 2 a concrete wall (15) - as an example of a vertical concrete component - is to be arranged on a concrete floor slab (13) arranged on soil - as an example of a horizontal concrete component, between which a connection element (17) according to the invention which transmits compressive force is provided. is positioned.
  • the thus positioned connecting element (17) represents a cuboid body with a low heat transfer coefficient of less than 60 mW / mK, which is able to thermally separate a concrete structure from an adjacent concrete structure.
  • a prior art external insulation (21) is mounted, which also covers the connection element (17) largely and preferably completely outside.
  • the concrete floor slab (13) projects beyond the concrete wall (15) by a certain amount, and the outer insulation (21) is led to the concrete floor slab (13).
  • interior insulation (23) is provided in the interior house area.
  • the concrete structure (11) shown here is thermally completely separated from the environment.
  • the concrete structure (11) according to the invention corresponds to this FIG. 5 the thermally optimal construction according to FIG. 1 , as there is also no constructive cold bridge.
  • FIG. 6 it is a concrete structure (11) in which a basement (25) from an overlying floor (27) by means of a concrete basement ceiling (29) is separated. Similar to the concrete structure (11) according to FIG. 5 is the upstanding concrete wall (15) at the level of the floor (27) on a pressure-force transmitting connecting element according to the invention (17) turned off, and the inner insulation (23) is arranged on the basement ceiling (29).
  • the outer insulation (21) covers the connection element (17) largely and preferably completely outside, so that even in this construction, the floor (27) from the basement (25) and the environment is largely thermally insulated.
  • the concrete structure (11) according to the in FIG. 7 reproduced embodiment of the invention differs from the concrete structure (11) FIG. 6 in that now the basement ceiling (29) rests on a connection element (17) according to the invention which transmits compressive force. Accordingly, the inner insulation (23) is not above, but below the basement ceiling (29). Again, it can be seen that the basement (25) is thermally insulated from the overlying structure by the connection element (17) and the internal insulation (23).
  • FIG. 8 is, detached from possible installation situations, an inventive, pressure force transmitting connection element (17), in a characteristic, but not limiting and thus freely selected embodiment shown, as it for the above-described concrete constructions It FIGS. 5 to 7 is usable.
  • the connecting element (17) which transmits compressive force in this case has an insulating body (31) which is parallelepiped and in the present case made, for example, of XPS, the upper side of the first planar bearing surface (39) and the lower side of the second, planar and parallel to the first bearing surface (39 ) aligned bearing surface (41) is limited, which in installed state of the connection element (17) the two molded components (13, 15, 29), not shown here, facing.
  • the insulating body (31) is penetrated by two rectangular pressure elements (33a) in the present case made of concrete and by two cylindrical pressure elements (33b) made of fiber plastic in the present case, wherein the pressure elements (33a, 33b) between the bearing surfaces (39 , 41) and terminate substantially flush with them so as not to obstruct the shrinkage during installation.
  • the two rectangular, centrally located on the longitudinal central axis (A) of the connecting element (17) seated pressure elements (33a) are each traversed by a pair of two rod-shaped transverse force transmitting elements (35) formed centrally crossing each other within the respective pressure element (33a) are and which protrude both from the first bearing surface (39) as well as from the second bearing surface (41) in each case by a length of 35 cm here.
  • the two transverse force transmitting elements (35) spaced outside of the insulating body (31) are simple, here below the connecting element (17) connected to each other.
  • the two cylindrical, symmetrically on the left and right of the longitudinal central axis (A) of the connecting element (17) arranged pressure elements (33b) are each traversed by a rod-shaped transverse force transmitting element (35), which thus each enclosed by its associated pressure element (33b) vollgestlich is.
  • These transverse force-transmitting elements (35) protrude both from the first bearing surface (39) as well as from the second bearing surface (41) in each case by a length of 35 cm here.
  • FIG. 11 shows three different embodiments of each of the at least one, the insulating body (31) of the first bearing surface (39) to the second bearing surface (41) penetrating the pressure element (33) at least partially enclosed transverse force transmitting elements (35), preferably of rods made of mild steel or stainless steel are formed.
  • a lateral force transmitting element (35) comprises a central piece (59), which outside of the in FIG. 9a insulation body (31), not shown, is angled at least in regions, wherein the angled regions are characterized here as extensions (60).
  • the transverse force-transmitting element (35) may also consist of two rods crossing each other in their respective center piece (59), which rods are extended at one end by projections (60) projecting at an angle. When installed, the crossing point of the rods is approximately in the middle of the insulating body (31). The other ends are extended so that they are in the installed state, spaced outside of the insulating body (31) are interconnected.
  • the transverse force transmitting elements (35) according to FIG. 11c has the lateral force transmitting elements (35) has the shape of an angled "U”.
  • the transverse force-transmitting elements (35) are preferably installed in the insulating body (31) such that the center piece (59) angled toward the extensions (60) extends approximately transversely to the longitudinal central axis of the connecting element (17).

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  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Building Environments (AREA)

Claims (17)

  1. Elément de raccordement supportant une force de compression (17) pour établir une liaison supportant une force de compression entre un premier élément coulé (13, 29) et un deuxième élément coulé (15), présentant au moins
    - un corps isolant (31) délimité en haut et en bas par deux surfaces d'appui (39, 41) se faisant face, pour séparer thermiquement les premiers et deuxièmes éléments coulés (13, 15, 29) situés au-dessus et en-dessous de l'élément de raccordement supportant une force de compression (17),
    • dans lequel la première surface d'appui (39) délimitant le corps isolant (31) est tournée vers le premier élément coulé (13, 29),
    et
    • dans lequel la deuxième surface d'appui (41) délimitant le corps isolant (31) est tournée vers le deuxième élément coulé (15),
    - au moins un élément de compression (33), qui traverse le corps isolant (31) depuis la première surface d'appui (39) de celui-ci jusqu'à sa deuxième surface d'appui (41),
    - des moyens pour supporter la force transversale, caractérisé en ce que
    - les moyens pour supporter la force transversale comprennent au moins un élément supportant une force transversale (35) traversant en continu - dans la direction allant de la première surface d'appui (39) du corps isolant (31) jusqu'à la deuxième surface d'appui (41) du corps isolant (31) - l'élément de raccordement supportant une force de compression (17),
    - ledit au moins un élément de compression (33) entoure au moins partiellement sur la périphérie ledit au moins un élément supportant une force transversale (35).
  2. Elément de raccordement supportant une force de compression (17) selon la revendication 1, caractérisé en ce que le premier élément coulé (13, 29) est un élément choisi dans la liste comprenant :
    - une dalle plancher en béton ;
    - une dalle de couverture en béton.
  3. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 et 2, caractérisé en ce que le deuxième élément coulé (15) est un mur en béton.
  4. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 3, caractérisé en ce que les moyens pour supporter une force transversale comprennent au moins un élément supportant une force transversale (35) traversant d'un seul tenant l'élément de raccordement supportant une force de compression (17).
  5. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 4, caractérisé en ce que ledit au moins un élément de compression (33) entoure sur toute la périphérie ledit au moins un élément supportant une force transversale (35.
  6. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 5, caractérisé en ce que l'élément supportant une force transversale (35) est réalisé de manière à présenter une forme de barre et traverse en ligne droite l'élément de raccordement (17).
  7. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 5, caractérisé en ce que les moyens pour supporter une force transversale comprennent au moins une paire constituée de deux éléments supportant une force transversale (35) réalisés de manière à présenter une forme de barre, laquelle paire est entièrement entourée par ledit au moins un élément de compression (33).
  8. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 6 et 7, caractérisé en ce que les éléments supportant une force transversale (35) sont coudés, en dehors du corps isolant (31), au moins par endroits.
  9. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 7 et 8, caractérisé en ce que les éléments supportant une force transversale (35) formant au moins une paire sont réalisés de manière à se croiser au centre à l'intérieur de ledit au moins un élément de compression (33).
  10. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 7 à 9, caractérisé en ce que les éléments supportant une force transversale (35) formant au moins une paire sont reliés entre eux au moins simplement de manière espacée en dehors du corps isolant (31).
  11. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 10, caractérisé en ce que les éléments supportant une force transversale (35) sont réalisés à partir de barres en acier de construction ou en acier inoxydable.
  12. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 11, caractérisé en ce que
    - pour exactement un élément de compression (33) traversant le corps isolant (31), la surface de section transversale de l'élément de compression (33)
    - pour une pluralité d'éléments de compression (33) traversant le corps isolant (31), la somme des surfaces de section transversale des éléments de compression (33)
    représente une proportion allant de 4 % à 50 %, par rapport, au choix, à la première surface d'appui (39) délimitant le corps isolant (31), ou par rapport à la deuxième surface d'appui (41) délimitant le corps isolant (31).
  13. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 12, caractérisé en ce que le rapport entre la force de compression et la force transversale pouvant être supportées, mesuré dans des unités de force pouvant être supportées, est supérieur à 2:1, de préférence supérieur à 5:1.
  14. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 13, caractérisé en ce que la section transversale de ledit au moins un élément de compression (33) se rétrécit en direction du centre.
  15. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 14, caractérisé en ce que des plaques de répartition de compression (51) sont réalisées au niveau des extrémités à face frontale de ledit au moins un élément de compression (33).
  16. Elément de raccordement supportant une force de compression (17) selon la revendication 15, caractérisé en ce que les plaques de répartition de compression (51) sont configurées, au choix,
    - de manière à être alignées côté surface extérieure avec les surfaces d'appui (39, 41) délimitant le corps isolant (31),
    - de manière à faire saillie par rapport aux surfaces d'appui (39, 41) délimitant le corps isolant (31).
  17. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 15 et 16, caractérisé en ce que la somme des surfaces des plaques de répartition de compression (51) représente une proportion allant de 20 % à 100 % par rapport, au choix, à la première surface d'appui (39) délimitant le corps isolant (31) et par rapport à la deuxième surface d'appui (41) délimitant le corps isolant (31).
EP10191914.0A 2010-11-19 2010-11-19 Elément isolant de connexion pour supporter des charges de compression Active EP2405065B1 (fr)

Priority Applications (11)

Application Number Priority Date Filing Date Title
ES10191914.0T ES2478045T3 (es) 2010-11-19 2010-11-19 Elemento de conexión que transmite una fuerza de compresión y aislante
SI201030655T SI2405065T1 (sl) 2010-11-19 2010-11-19 Tlaäśno obremenjen in izoliren vezni element
PL10191914T PL2405065T3 (pl) 2010-11-19 2010-11-19 Przenoszący siłę ściskającą i izolacyjny element połączeniowy
EP10191914.0A EP2405065B1 (fr) 2010-11-19 2010-11-19 Elément isolant de connexion pour supporter des charges de compression
EP11173639.3A EP2455556B1 (fr) 2010-11-19 2011-07-12 Elément de raccordement isolant transmettant la force de pression
SI201130192T SI2455557T1 (sl) 2010-11-19 2011-10-11 Priključni element, ki prenaša tlačno silo
PL11184629T PL2455557T3 (pl) 2010-11-19 2011-10-11 Przenoszący siłę ściskającą element przyłączeniowy
EP11184629.1A EP2455557B1 (fr) 2010-11-19 2011-10-11 Elément de raccordement transmettant la force de pression
US13/300,597 US8590240B2 (en) 2010-11-19 2011-11-20 Compressive force transmitting connection element
US13/300,595 US8733050B2 (en) 2010-11-19 2011-11-20 Compressive force transmitting connection element
US13/301,620 US8590241B2 (en) 2010-11-19 2011-11-21 Compressive force transmitting connection element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10191914.0A EP2405065B1 (fr) 2010-11-19 2010-11-19 Elément isolant de connexion pour supporter des charges de compression

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EP2405065A1 EP2405065A1 (fr) 2012-01-11
EP2405065B1 true EP2405065B1 (fr) 2014-04-23

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EP10191914.0A Active EP2405065B1 (fr) 2010-11-19 2010-11-19 Elément isolant de connexion pour supporter des charges de compression
EP11173639.3A Active EP2455556B1 (fr) 2010-11-19 2011-07-12 Elément de raccordement isolant transmettant la force de pression
EP11184629.1A Active EP2455557B1 (fr) 2010-11-19 2011-10-11 Elément de raccordement transmettant la force de pression

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EP11173639.3A Active EP2455556B1 (fr) 2010-11-19 2011-07-12 Elément de raccordement isolant transmettant la force de pression
EP11184629.1A Active EP2455557B1 (fr) 2010-11-19 2011-10-11 Elément de raccordement transmettant la force de pression

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US (3) US8733050B2 (fr)
EP (3) EP2405065B1 (fr)
ES (1) ES2478045T3 (fr)
PL (2) PL2405065T3 (fr)
SI (2) SI2405065T1 (fr)

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EP3296477A1 (fr) 2016-09-16 2018-03-21 Tebetec AG 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
EP3296478A1 (fr) 2016-09-16 2018-03-21 Tebetec AG Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
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
EP3467221A1 (fr) 2017-10-09 2019-04-10 Schöck Bauteile GmbH 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
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EP3901385B1 (fr) 2016-02-03 2024-11-27 Leviat GmbH Composant thermo-isolant
DE102016106032A1 (de) 2016-04-01 2017-10-05 Schöck Bauteile GmbH Anschlussbauteil zur Wärmeentkopplung von vertikal verbundenen Gebäudeteilen
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EP3296476A1 (fr) 2016-09-16 2018-03-21 Tebetec AG Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
EP3296477A1 (fr) 2016-09-16 2018-03-21 Tebetec AG 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
EP3296478A1 (fr) 2016-09-16 2018-03-21 Tebetec AG Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
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
EP3467221A1 (fr) 2017-10-09 2019-04-10 Schöck Bauteile GmbH 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
EP3467220A1 (fr) 2017-10-09 2019-04-10 Schöck Bauteile GmbH Partie de bâtiment et procédé de fabrication d'une telle partie de bâtiment
EP3467222A1 (fr) 2017-10-09 2019-04-10 Schöck Bauteile GmbH 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
EP4400668A2 (fr) 2017-10-09 2024-07-17 Schöck Bauteile GmbH 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

Also Published As

Publication number Publication date
US8590240B2 (en) 2013-11-26
ES2478045T3 (es) 2014-07-18
EP2405065A1 (fr) 2012-01-11
EP2455557B1 (fr) 2014-03-26
EP2455556B1 (fr) 2014-09-10
US8590241B2 (en) 2013-11-26
US20120144772A1 (en) 2012-06-14
US20120159884A1 (en) 2012-06-28
PL2455557T3 (pl) 2014-08-29
SI2455557T1 (sl) 2014-07-31
US8733050B2 (en) 2014-05-27
EP2455556A1 (fr) 2012-05-23
US20120186176A1 (en) 2012-07-26
PL2405065T3 (pl) 2014-09-30
EP2455557A1 (fr) 2012-05-23
SI2405065T1 (sl) 2014-08-29

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