EP3444409A1 - Composant destiné à l'isolation thermique - Google Patents

Composant destiné à l'isolation thermique Download PDF

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Publication number
EP3444409A1
EP3444409A1 EP18185110.6A EP18185110A EP3444409A1 EP 3444409 A1 EP3444409 A1 EP 3444409A1 EP 18185110 A EP18185110 A EP 18185110A EP 3444409 A1 EP3444409 A1 EP 3444409A1
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EP
European Patent Office
Prior art keywords
elements
pressure
support
component
transverse force
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Granted
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EP18185110.6A
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German (de)
English (en)
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EP3444409B1 (fr
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
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Schoeck Bauteile GmbH
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Publication of EP3444409A1 publication Critical patent/EP3444409A1/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
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention relates to a component for thermal insulation according to the preamble of patent claim 1.
  • the reinforcing elements especially in terms of their thermal insulation properties have been further optimized, especially in recent years was increasingly transferred to produce the compressive force reinforcement elements of non-metallic building materials and in particular high-strength concrete or mortar materials and they essentially in the area of the joint between the two adjacent components.
  • this element for thermal insulation was, for example, in EP-A 1 225 282 or EP-A 1 225 283 described, wherein the pressure force reinforcing element made of high-strength fiber reinforced concrete and formed waisted in horizontal section, so that it had a comparatively large front side for the introduction of pressure and a slender as possible pressure transmitting central region to optimize the thermal insulation properties. Since the pressure force reinforcing element has a convexly curved contact profile facing the component with a curvature in a circular arc shape on its front side, an articulated movement of the compressive force reinforcing element relative to the adjacent component along the arcuate curved surface can be provided.
  • thermal insulation component are provided in the usual way in addition to the compression force reinforcement element transverse force rods, which initiates the lateral force on the side of the supporting member in the tie rod area and dissipates there.
  • the forces to be absorbed by the load-bearing component are introduced at different height levels of the load-bearing component.
  • the disadvantage of such large-volume pressure thrust reinforcing elements consists in the large cross-section, which ensures a significant deterioration of the thermal insulation properties. Because an enlarged material cross section in the vertical plane along the joint between the two adjacent components inevitably leads to a larger area for heat or cold transport. In this case, the material of the pressure push reinforcing element can still be so highly insulating, the disadvantages of the large material cross section can not compensate for the optimized material.
  • the present invention seeks to improve a device for thermal insulation of the type mentioned in a pressure force reinforcement elements corresponding to the improved transmission in terms of thermal insulation properties.
  • the pressure elements are assigned supporting elements, which are arranged relative to the component in the installed state at a different height level than the pressure elements, wherein in each case a pressure element and a support element via a transverse force element are in operative connection.
  • This modular design is based on the knowledge that One can achieve the same advantages of a better power transmission not only with a large-volume reinforcement element, but also in a design in skeleton construction.
  • the known large-volume pressure thrust reinforcing element is disassembled into individual tension or compression struts along the force profiles corresponding to a truss model.
  • the pressure element extends in a conventional manner as deeply as possible in the insulating body in a horizontal plane between the two adjacent components.
  • the pressure element is combined with a support element and both are interconnected via a transverse force element which extends inclined to the horizontal from one end of the pressure element to the diagonally opposite other end of the support element.
  • Pressure element, transverse force element and support element form such a framework and take over substantially the same forces that should transfer the push arm reinforcement element of the prior art.
  • transverse force elements extend from the lower pressure zone of one component into the diagonally opposite upper tension zone of the other component between the two components adjoining the component joint anchored in the components for power transmission.
  • transverse force element is in operative connection with the support element and this support element has the primary purpose to hold the lateral force element, so that this will be charged to train and the shear force downwards can pass on to the printing element.
  • the support elements in each case protrude relative to the insulating body and form transverse force projections for supporting in the adjacent components in these projecting regions.
  • the lateral force element itself to be anchored in the adjacent component in order to be able to perform its function.
  • the support element and / or the pressure element can take over the required anchoring and it is only necessary to ensure that the transverse force element is in operative connection with the support element and pressure element.
  • the use of the support elements according to the invention have yet another advantage: they can be provided to support the pressure elements for failure protection, so that when eliminating the support for the pressure element or for the pressure elements, the support elements can take over the support of the supported component. Although in this case the entire construction is no longer undamaged and therefore no longer usable unchanged, but this can prevent the folding or even crashing of the carried component and thus the occurrence of major damage. Thus, even if the supported component may be easily changed in position after failure by its weight and the lack of support of the pressure element, then when the support element can take over the support, further folding or even crashes of the supported component prevented.
  • the support elements In order for the support elements to assume their function and to be able to carry their respective transverse force element, the support elements are arranged above the pressure elements relative to the component in the installed state in accordance with the force profile of the truss model.
  • This arrangement also has the effect that after the failure of an adjacent concrete component in the lower region adjacent to the component, when the lower edge portion of the concrete component breaks away and thus the support for the pressure element is missing, the respective overlying support element can take over the support immediately, so the worn component is hardly pivoted out of its mounting position.
  • the support elements are arranged below the tensile elements with respect to the component in the installed state so that they can actually fulfill their function as support elements supporting the lateral force elements or as additional pressure elements .
  • the support elements should be arranged below the tension zone or in the pressure zone.
  • a supporting pressure element for each lateral force element and / or a replacement pressure element is provided for each pressure element, which can take over its task at least partially in case of failure.
  • the support elements in the installed state of the component substantially horizontally and transversely to the substantially horizontal longitudinal extension of the insulating run therethrough and at least indirectly connectable to both components are and / or if the support elements against the pressure elements are spaced apart and / or when the support elements extend substantially parallel and / or equidistant from the pressure elements.
  • the support elements can take over the task as the lateral force elements supporting support elements and / or as a replacement pressure element and fill.
  • each pressure element and support element via a transverse force element it is especially recommended that the lateral force element is fixed to the pressure element and support element in particular by mutual positive connection.
  • the transverse force element not only the joint installation of pressure element and support element can be facilitated, but also forces can be transmitted by the transverse force element, in particular in the extension direction of the transverse force element, which would otherwise have to take over other reinforcing elements to be arranged in this area.
  • the transverse force element is arranged relative to the component in the installed state inclined to the horizontal and extending between one end of the pressure element and the diagonally opposite end of the support member; because by such a pressure / shear force module can absorb and transmit shear forces or shear forces, which would otherwise take over the shear force rods usually used in such components for thermal insulation, at the positioning and orientation of the lateral force elements are based.
  • the transverse force element or consist of the transverse force elements at least partially made of fiber-reinforced plastic material.
  • This is not only inexpensive to manufacture and has very good thermal insulation properties, but its corrosion-resistant, non-metallic material properties also ensure that the desired deepest possible arrangement of the printing elements in the component can be maintained unchanged, which of course would not be the case if the shear force elements would consist of a metallic material and below the lateral force elements a minimum concrete coverage would be observed.
  • the transverse force element is loop-shaped with two loop strands extending essentially parallel to one another preferably adjacent to one another or over one another.
  • lateral force elements can be used, which can be optimally adapted to the installation situation in terms of geometry and load capacity.
  • the advantage of fiber-reinforced plastic material lies in the fact that it is on the one hand in the tensile force sufficiently strong and on the other hand has a poor thermal conductivity, which is sought in the field of insulating.
  • fiber-reinforced plastic material also includes such fiber reinforcements, in particular glass fiber reinforcements whose fiber content, in particular glass fiber content is higher than 85 wt .-%, so that the weight of the matrix material used in addition to the fibers, such as resin less than 15% compared to the weight of this reinforcing element.
  • a second transverse force element based on the component in the built Condition is arranged for receiving transverse forces inclined to the horizontal and the second transverse force element extends between the other end of the pressure element and the diagonally opposite end of the support element and the inclination of the second lateral force element from that of the lateral force element differs, in particular that both inclinations substantially symmetrical oriented to the vertical opposite to each other.
  • the two transverse force elements each have two loop strands with different distances from one another.
  • the loop of one transverse force element can run in the intersection area within the loop of the other transverse force element.
  • the pressure element and / or support element it is recommended to produce it from a pressure-resistant curing and / or settable material, in particular from a cement-containing, fiber-reinforced building material such as concrete, as high-strength or ultra-high-strength concrete or as high-strength or ultra-high-strength mortar or from a synthetic resin mixture or from a reaction resin.
  • a cement-containing, fiber-reinforced building material such as concrete, as high-strength or ultra-high-strength concrete or as high-strength or ultra-high-strength mortar or from a synthetic resin mixture or from a reaction resin.
  • This can be pressure element and support easily bring in the desired shape.
  • these materials are each advantageous in terms of their thermal insulation properties and costs.
  • pressure element and support element can be optimized with regard to their shape. It is also advisable if the pressure element on its side facing away from the support element has a recess for positive reception of a first anchoring portion of the transverse force element and if the support element has on its side facing away from the pressure element a recess for positive reception of a second anchoring portion of the transverse force element. But this nesting of pressure element and transverse force element or lateral force element and support element can ensure the correct positioning and function of these elements, without the need for elaborate or complicated precautions would be required.
  • the first anchoring section of the loop-shaped transverse force element expediently consists of a first crest area between the two loop strands extending substantially parallel to one another and the second anchoring section of the loop-shaped transverse force element of a second crest area between the two loop strands extending substantially parallel to each other.
  • the depressions in the region of pressure element and support element can advantageously form a winding shape for producing the loop-shaped transverse force element, whereby the fibers of the loop-shaped transverse force element act on the winding shape, ie the pressure element and / or the support element at least partially and in particular flat in the apex region of the loop shape and so a perfect mutual investment and thus ensure an ideal power transmission.
  • the lateral force elements are installed together with the pressure and / or support elements actually used in their production as a winding shape; Similar effects can be achieved even if not the identical, but only in the winding form area identical pressure and / or support elements are used in common installation.
  • the frontal contact profile of the pressure element and / or the support member is curved in vertical longitudinal section or inclined to the vertical, especially if the frontal contact profile of the pressure element and the frontal contact profile of the support element have mutually opposite inclinations, so that pressure element and support element at Do not obstruct relative movements relative to the adjacent components oriented in the vertical direction, but ideally can follow the movement similar to a parallelogram linkage or a pivoting element.
  • printing elements and / or support elements it is also advantageous if they each have a smooth-walled and flat top and bottom, which upper and lower sides each extend in horizontal planes.
  • FIG. 1 shows a structural element for thermal insulation 1 with a cuboid insulating body 2, which in a between two concrete components, namely a supported component A to form a concrete and a load-bearing component B, which consists of the part of a building, to be arranged component joint and these two Concrete members A, B to be spaced from each other in a thermally insulated manner, and with reinforcing elements in the form of tension rods 3 and in the form of pressure elements 5.
  • a cuboid insulating body 2 which in a between two concrete components, namely a supported component A to form a concrete and a load-bearing component B, which consists of the part of a building, to be arranged component joint and these two Concrete members A, B to be spaced from each other in a thermally insulated manner, and with reinforcing elements in the form of tension rods 3 and in the form of pressure elements 5.
  • the tensile reinforcement elements 3 are arranged, which extend in the installed state in the horizontal direction and serve for tensile force transmission between the two components A, B connected to the component for thermal insulation 1 and are anchored for this purpose in these components.
  • the pressure elements 5 are arranged, and indeed with a horizontal extension direction, but they protrude only slightly against the insulating body 2.
  • the support elements 6 are arranged, which also extend in a horizontal plane parallel and spaced from the pressure elements and positively supported in the adjacent component by projecting relative to the insulating body in the adjacent component and there each have terminal lateral force projections, in Related to FIG. 2 be described in more detail.
  • lateral force elements 4 are provided which extend in the region of the insulating body 2 inclined to the horizontal. Here they extend from the supporting member B facing the end 6b of the support elements 6 on the one side of the insulating body 2 obliquely downward to the supported component A end facing 5a of the pressure elements 5 on the other side of the insulating body second
  • FIG. 1 A lower edge region of the component B facing the insulator in the component groove is in FIG. 1 designated by the reference numeral 9. It is intended to indicate a range of failure at which an aspect of the present invention becomes particularly apparent:
  • the pressure element 5 is supported with its end region 5b facing the component at this region 9 of the component B. Now, if this area 9 stops due to excessive load, it lacks the pressure element 5 on a support so that it can not absorb the burden caused by the weight of the projecting component A load. Consequently, the projecting component A would bend downwards, whereby the tension rods 3 would be subjected to bending and the entire structure would possibly be damaged so much that it could even have the crash of the projecting component A result.
  • the support element 6 is arranged according to the invention above the pressure element 5, this is supported on the component B above the failure area 9 and can thus protect the entire structure from excessive damage up to a crash of the projecting component A as a replacement pressure element. Although the construction can no longer be used safely after damage in the failure area 9, more serious consequences for objects and persons located in the region of the projecting component A can be prevented by supporting the support element 6 on the component B above the failure area 9.
  • the lateral force element 4 is loop-shaped and in each case the pressure element 5 and the support element. 6 surrounds and engages.
  • the plastic fibers go with pressure element and support not only by embracing a positive connection, but due to the mutual conditioning during curing also a resilient Bonding a.
  • transverse force projections 5g, 5h, 6g, 6h each forming the horizontal ends of the support member 6 and the pressure element 5, protrude with the support and pressure element relative to the insulating body in the adjacent components A and B. They make a positive connection with the material of the components and thus ensure that the support element and the pressure element can be supported on the components so that they serve to the extending between support and pressure element transverse force element 4 for anchoring or abutment can. For when acting on the lateral force element load this is charged to train, where it passes this load through the anchorage to the support element and pressure element on the support element and the pressure element. Only in that support element and pressure element are anchored on the transverse force projections in the adjacent components, they can absorb this tensile load and counteract it.
  • an alternative pressure / shear force module 17 which consists of a pressure element 15, a parallel arranged support member 16 and two transverse force elements 14a, 14b, which are inclined to the horizontal and horizontal extension direction of pressure and support element and are arranged to each other across ie the same Slope, but with different signs, whereby they are symmetrical to each other to the vertical.
  • the two transverse force elements 14a, 14b are each loop-shaped, the transverse force element 14a consists of two terminal deflecting or peak areas 14aa, 14ab and two loop strands 14a1, 14a2 connecting the two peak areas with each other. Together, peak areas 14aa and 14ab and loop strands 14a1 and 14a2 form a closed shape made by winding an endless fiber.
  • a recess 16c can be seen in the region of the end 16b assigned to the supporting component B, into which the transverse force element 14a engages with the upper apex region 14aa, which forms a first anchoring section. Also on the diagonally opposite and the supported component A associated end 15a of the pressure element 15, a recess 15c is provided, in which the transverse force element 14a with the lower apex portion 14ab, which forms a second anchoring portion, engages.
  • the difference between the pressure / shear force module 17 and the pressure / shear force module 7 is that the second transverse force element 14b is still provided in the module 17.
  • This is constructed according to the transverse force element 14a of two terminal deflection or peak regions 14ba, 14bb and two loop strands 14b1, 14b2 which connect the two crest regions with each other and together form a closed loop shape.
  • the two loop strands 14a1 and 14a2 of the transverse force element 14a have a smaller mutual distance than the two loop strands 14b1 and 14b2 of the transverse force element 14b.
  • Both the pressure element 15 and the support element 16 have at their horizontal ends transverse force projections 15g, 15h, 16g, 16h, with which they protrude relative to the insulating body in the components A, B.
  • the pressure elements and the support elements in a known manner can produce a joint connection between the two components A, B by supporting them in relative movements of the two components of these pendulum joint-like and can follow the relative movements, they have at the front ends of the transverse force projections on the Components A, B rollable convex convex contact profile on.
  • the curvature of the frontal contact profiles of the transverse force projections 15g, 15h, 16g, 16h is formed in the installed state in horizontal section approximately circular arc.
  • pressure elements 5, 15 and support elements 6, 16 each have a smooth-walled and planar upper and lower side 5e, 5f, 15e, 15f, 6e, 6f, 16e, 16f, which upper and lower sides each extend in horizontal planes.
  • the present invention provides the advantage, with simple measures to provide a device for thermal insulation, which has a pressure / shear force module, which has significantly improved thermal insulation properties through its optimized design and the materials used in the process. In addition, it still provides a failure assurance by the built-in addition to the pressure elements support elements.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP18185110.6A 2017-08-17 2018-07-24 Composant destiné à l'isolation thermique Active EP3444409B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102017118745.6A DE102017118745A1 (de) 2017-08-17 2017-08-17 Bauelement zur Wärmedämmung

Publications (2)

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EP3444409A1 true EP3444409A1 (fr) 2019-02-20
EP3444409B1 EP3444409B1 (fr) 2023-08-09

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3700295A1 (de) * 1987-01-07 1988-07-21 Schoeck Bauteile Gmbh Bauelement zur isolierung bei gebaeuden
DE4009987A1 (de) 1990-03-28 1991-10-02 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4103278A1 (de) 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE19623298A1 (de) * 1996-05-23 1997-11-27 Richard Moosmann Verbindungselement
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
EP1225283A1 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément de construction pour l'isolation thermique
EP1564336A1 (fr) 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3700295A1 (de) * 1987-01-07 1988-07-21 Schoeck Bauteile Gmbh Bauelement zur isolierung bei gebaeuden
DE4009987A1 (de) 1990-03-28 1991-10-02 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4103278A1 (de) 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE19623298A1 (de) * 1996-05-23 1997-11-27 Richard Moosmann Verbindungselement
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
EP1225283A1 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément de construction pour l'isolation thermique
EP1564336A1 (fr) 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

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Publication number Publication date
DE102017118745A1 (de) 2019-04-11
EP3444409B1 (fr) 2023-08-09

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