EP2455556B1 - Elément de raccordement isolant transmettant la force de pression - Google Patents

Elément de raccordement isolant transmettant la force de pression Download PDF

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Publication number
EP2455556B1
EP2455556B1 EP11173639.3A EP11173639A EP2455556B1 EP 2455556 B1 EP2455556 B1 EP 2455556B1 EP 11173639 A EP11173639 A EP 11173639A EP 2455556 B1 EP2455556 B1 EP 2455556B1
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EP
European Patent Office
Prior art keywords
transmitting
insulation body
connection element
compressive force
force
Prior art date
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EP11173639.3A
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German (de)
English (en)
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EP2455556A1 (fr
Inventor
Georg Koch
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Individual
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Individual
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Application filed by Individual filed Critical Individual
Priority to EP11173639.3A priority Critical 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 US13/301,620 priority patent/US8590241B2/en
Publication of EP2455556A1 publication Critical patent/EP2455556A1/fr
Publication of EP2455556B1 publication Critical patent/EP2455556B1/fr
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    • 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 likewise 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.
  • the insulating body horizontally passing through pressure bars.
  • a curable material such as a plastic-coated Mortar, filled.
  • 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.
  • the Scriptures are to be taken to the same extent no suggestions for the design of any Druckverteiletti.
  • 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 object of the present invention is to propose to the public a concrete structure with an optimum flow of force with simultaneously optimized thermal insulation.
  • the first molded component (13, 29) is preferably an element selected from the list comprising concrete floor slab and concrete slab.
  • the second molded component (15) is 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), by these connection elements (17) transmitting on one or both sides to the pressure force. to be poured on.
  • the formation of the at least one pressure distribution element (51) on at least one end face of the at least one pressure element (33) is a decisive advantage it is a preferred embodiment, if at least one pressure distribution element (51) is formed both on one and on the other of the two end faces of the at least one pressure element (33).
  • 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) is arranged, whereby an effective thermal separation between the two concrete parts is guaranteed.
  • the two molded components (13, 15, 29) are layered one above the other with the connection element (17) according to the invention positioned therebetween.
  • the at least one pressure distribution element (51) is exactly one pressure distribution plate per support surface (39, 41) delimiting the insulation body (31), for example concrete, steel and / or plastic reinforced concrete, in particular plastic-enclosed steel or carbon fiber reinforcement Plastic formed.
  • the insulation body (31) for example concrete, steel and / or plastic reinforced concrete, in particular plastic-enclosed steel or carbon fiber reinforcement Plastic formed.
  • a multiplicity of pressure elements (33) within the connection element (17) which transmits the proposed compressive force such a connection element which connects exactly one pressure distribution plate and increases the statics constitutes a connecting element.
  • the at least one pressure distribution element (51) is formed as a multiplicity of side by side, possibly interlocked Druckverteilplatten in which each pressure element (33) within the proposed pressure force transmitting connection element (17) is assigned to exactly one pressure distribution plate and in the each pressure element (33) is closed by a pressure distribution plate assigned to it preferably at both end-face ends, in particular upwards and downwards.
  • 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. 11 , 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. 12 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. 12 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 proposed pressure force transmitting connection element (17) as means for transverse force transmission at least one continuous element passing through the connecting element (17), transverse force transmitting element (35) which is non-positively connected to 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 transverse force transmitting element (35) consists of a single, non-composite, but continuously uninterrupted workpiece.
  • the lateral force transmitting element (35) can be at least partially enclosed by the at least one pressure element (33) according to this last proposal in the previous paragraph, which means for the purposes of the present specification that at least one-eighth 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 frictionally connected 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 quarter, even better semi-circumferentially enclosed, which means in the context of the present specification that at least half of the circumference of the lateral force transmitting element (35) at least 25% of the length of the pressure element (33), dimensioned between the two bearing surfaces (39, 41) of the insulating body (31), immediately adjacent to and frictionally connected 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 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 a straight line. It is further 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 bearing surface (39) and on the other hand, the second cast component (15) facing the second bearing surface (41 ), in each case more preferably by a length in a range of 2 to 100 cm, further limited in a range of 4 to 70 cm, and even further restricted in a range of 4 to 50 cm. It can be made possible in a particularly convincing measure a non-positive connection of the transverse force transmitting elements (35) with the possible reinforcement in the middle of the first molded component (13, 29) and the second molded component (15).
  • the means for transmitting transverse force comprise at least one pair of elements (35) which transmit two rod-shaped transverse force and which are in each case positively connected to the at least one pressure element (33).
  • the lateral force transmitting elements (35) at least for the most part in pairs with at least one pressure element (33) are positively connected. It is a possible embodiment, if in each case a pair of two, preferably rod-shaped transverse force transmitting elements (35) of a pressure element (33), at least partially, even more preferably even completely enclosed.
  • Such an angling of the projections (60) has in particular the advantage that the means according to the invention for transverse force transmission also ensure a tensile force transmission, which is why such a construction enables a particularly stable building construction, in particular concrete structures (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.
  • these two lateral force transmitting elements (35) are either directly non-positively connected at the intersection, for which a bond as well as a weld offer.
  • the elements (35) which transmit transverse forces are connected to each other indirectly by force-locking connection with at least one common pressure element (33). 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), using mild steel and stainless steel very preferably apply.
  • the elements (35) transmitting the at least one pair of transverse force are at least simply connected to each other at a distance outside the insulating body (31).
  • Such a connection of the transverse force-transmitting elements (35) outside of the insulating body (31) can very particularly preferably be combined with the embodiment in which the transverse force-transmitting elements (35) are indirectly connected by at least one common pressure element (33) are positively connected with each other.
  • connection of the lateral force-transmitting elements (35) outside the insulating body (31) can be combined with the embodiment according to which the transverse force-transmitting elements (35) are formed centrally crossing within the at least one pressure element (33), as well as with a design according to which the pairs formed transverse force transmitting elements (35) to their mutual outside of the insulation body (31) spaced connection are rectilinear and thereby penetrate the insulation body (31) in particular straight and parallel to each other.
  • 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.
  • the invention is also directed to the use of the here proposed compressive force-transmitting connection element (17) in all its possible embodiments and variants as a thermally insulating and at the same time stiffening connection component between two preferably superposed cast components (13, 15, 29).
  • FIG. 5 reproduced inventive embodiment, which reproduces a comparable construction situation as shown in FIG. 2 , Is to be arranged on a soil concrete floor slab (13) - as an example of a horizontal concrete component - a concrete wall (15) - as an example of a vertical concrete component - between which an inventive, compressive force transmitting connection element (17) is positioned.
  • the thus positioned connecting element (17) is a cuboid body with a low heat transfer coefficient of less than 60 mW / mK, which within the shown concrete structure (11) which is able to thermally separate a concrete part (15) from an adjacent concrete part (13).
  • 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, compressive force transmitting connection element (17) in a characteristic, but not limiting and thus freely selected embodiment shown, as for the above-described concrete constructions according to the 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 the installed state of the connection element (17) the two molded components (13, 15, 29), not shown here, facing.
  • the insulating body (31) in the case shown by two hatched rectangular upwardly oriented plate-shaped printing elements (33) penetrated in the present case made of steel or fiber-reinforced, wherein the pressure elements (33) at their upper end faces each have a pressure distribution element (51) , which in the present case are flush with the outer surface of the, the insulating body (31) upwardly bounding support surface (39).
  • the two pressure elements (33) cutting centrally in the longitudinal center axis (A) of the connection element (17) are each bounded on the outside by a pair of elements (35) which form two rod-shaped rectilinear transverse force and connected to them non-positively.
  • the lateral force transmitting elements (35) protrude both from the first upper bearing surface (39) as well as from the second lower bearing surface (41) in each case by a length of 35 cm here. In one case, it.
  • FIG. 8 in the front of the two cases, 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.
  • FIG. 10 are first shown in section two possible embodiments of rectangular edgewise to be oriented plate-shaped printing elements (33), each with a pair of two rod-shaped rectilinear transverse force transmitting elements (35), the lateral force transmitting elements (35) on the outside limit the plate-shaped pressure elements (33) and are connected to these non-positively.
  • the case (a) of FIG. 10 corresponds to the plate-shaped pressure elements (33) FIG. 8 where only at the upper end faces of the pressure elements (33) each have a pressure distribution element (51) is formed.
  • pressure distribution elements (51) are formed at both end faces, both above and below.
  • Figure 10 (c) puts the arrangements out of the FIGS. 10 (a) and (b) in plan (view from above).
  • FIG. 9 an inventive, compressive force transmitting connection element (17) in a characteristic, but not limiting and thus freely selected embodiment, as it for the above-described concrete constructions It FIGS. 5 to 7 also usable.
  • the connecting element (17) which transmits compressive force again has a parallelepiped-shaped insulating body (31), for example made of XPS on the upper side of the first planar support surface (39) and on the underside of the second, planar and parallel to the first support surface (39 ) aligned bearing surface (41) is limited, which in the 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 cylindrical pressure elements (33) made of concrete or fibrous plastic, in which a hexagonal pressure distribution element (51) is formed at least in the direction of the first flat support surface (39).
  • the two adjacent Druckverteilimplantation (51) are interlinked in the illustrated case by the hexagonal design with interlocking boundary sides.
  • FIG. 13 shows three different embodiments of each with the at least one, the insulating body (31) of the first bearing surface (39) to its second bearing surface (41) penetrating the pressure element (33) non-positively connected transverse force transmitting elements (35), preferably from rods Structural steel or stainless steel are formed.
  • a lateral force transmitting element (35) comprises a central piece (59), which outside of the in FIG. 13a insulation body (31), not shown, is angled at least in regions, wherein the angled regions are characterized here as extensions (60).
  • FIG. 13 shows three different embodiments of each with the at least one, the insulating body (31) of the first bearing surface (39) to its second bearing surface (41) penetrating the pressure element (33) non-positively connected transverse force transmitting elements (35), preferably from rods Structural steel or stainless steel are formed.
  • such a lateral force transmitting element (35) comprises a central piece (59), which outside of the in FIG. 13a insulation body (31), not shown, is
  • 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.
  • 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 connected to each other in the installed state, spaced outside the insulating body (31).
  • the transverse force transmitting elements (35) according to FIG. 13c 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 to the extensions (60) extends approximately transversely to the longitudinal central axis (A) of the connecting element (17).

Claims (14)

  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), dans lequel le deuxième élément coulé est un mur en béton, présentant au moins
    - un corps isolant (31) délimité par deux surfaces d'appui (39, 41) se faisant face pour séparer thermiquement le premier élément coulé (13, 29) et le deuxième élément coulé (15),
    • 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 la deuxième surface d'appui (41) de celui-ci,
    - des moyens pour supporter une force transversale, caractérisé en ce que
    - les moyens pour supporter une 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) - au moins un élément de raccordement supportant une force de compression (17),
    - ledit au moins un élément de compression (33) est relié à force audit au moins un élément supportant une force transversale (35),
    - au moins un élément de répartition de compression (51) est réalisé au niveau d'au moins une extrémité côté surface frontale dudit au moins un élément de compression (33).
  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 ledit au moins un élément de répartition de compression (51) est configuré, au choix,
    - de manière à être aligné 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).
  4. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 3, caractérisé en ce que la surface totale de ledit au moins un élément de répartition de compression (51) représente une proportion allant de 3 % à 100 %, 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).
  5. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 4, caractérisé en ce que la liaison à force établie entre ledit au moins un élément de compression (33) et ledit au moins un élément supportant une force transversale (35) est réalisée sous la forme d'une liaison choisie parmi la liste comprenant : la liaison par collage, la liaison par soudage, la liaison par brasage, la liaison par coulée, la liaison entourant au moins en partie sur la périphérie.
  6. Elément de raccordement supportant une force de compression (17) selon la revendication 5, 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).
  7. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 6, 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).
  8. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 7, 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, lesquels éléments sont reliés à force audit au moins un élément de compression (33).
  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) sont coudés, en dehors du corps isolant (31), au moins par endroits.
  10. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 8 et 9, 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).
  11. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 8 à 10, 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).
  12. Elément de raccordement supportant une force de compression (17) selon l'une des revendications 1 à 11, caractérisé en ce que
    - pour précisément 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 0,3 % à 62,5 %, 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.
EP11173639.3A 2010-11-19 2011-07-12 Elément de raccordement isolant transmettant la force de pression Active EP2455556B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
EP11173639.3A EP2455556B1 (fr) 2010-11-19 2011-07-12 Elément de raccordement isolant transmettant la force de pression
PL11184629T PL2455557T3 (pl) 2010-11-19 2011-10-11 Przenoszący siłę ściskającą element przyłączeniowy
SI201130192T SI2455557T1 (sl) 2010-11-19 2011-10-11 Priključni element, ki prenaša tlačno silo
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
US13/301,620 US8590241B2 (en) 2010-11-19 2011-11-21 Compressive force transmitting connection element

Applications Claiming Priority (2)

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

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EP2455556A1 EP2455556A1 (fr) 2012-05-23
EP2455556B1 true EP2455556B1 (fr) 2014-09-10

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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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EP10191914.0A Active EP2405065B1 (fr) 2010-11-19 2010-11-19 Elément isolant de connexion pour supporter des charges de compression

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EP11184629.1A Active EP2455557B1 (fr) 2010-11-19 2011-10-11 Elément de raccordement transmettant la force de pression

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

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CN105178472B (zh) * 2015-10-19 2017-11-17 哈尔滨鸿盛房屋节能体系研发中心 Eps模块夹心保温墙体结构
LT3202991T (lt) 2016-02-03 2021-11-10 Halfen Gmbh Terminės izoliacijos komponentas
DE102016106036A1 (de) 2016-04-01 2017-10-05 Schöck Bauteile GmbH Anschlussbauteil zur Wärmeentkopplung zwischen einem vertikalen und einem horizontalen Gebäudeteil
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Also Published As

Publication number Publication date
SI2455557T1 (sl) 2014-07-31
EP2455556A1 (fr) 2012-05-23
EP2455557A1 (fr) 2012-05-23
EP2405065A1 (fr) 2012-01-11
US20120144772A1 (en) 2012-06-14
PL2455557T3 (pl) 2014-08-29
PL2405065T3 (pl) 2014-09-30
US8590240B2 (en) 2013-11-26
EP2405065B1 (fr) 2014-04-23
US8733050B2 (en) 2014-05-27
US20120186176A1 (en) 2012-07-26
SI2405065T1 (sl) 2014-08-29
EP2455557B1 (fr) 2014-03-26
ES2478045T3 (es) 2014-07-18
US8590241B2 (en) 2013-11-26
US20120159884A1 (en) 2012-06-28

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