EP4245934A1 - Composant thermo-isolant - Google Patents

Composant thermo-isolant Download PDF

Info

Publication number
EP4245934A1
EP4245934A1 EP22161899.4A EP22161899A EP4245934A1 EP 4245934 A1 EP4245934 A1 EP 4245934A1 EP 22161899 A EP22161899 A EP 22161899A EP 4245934 A1 EP4245934 A1 EP 4245934A1
Authority
EP
European Patent Office
Prior art keywords
force
anchoring
insulating body
elements
transmitting
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.)
Pending
Application number
EP22161899.4A
Other languages
German (de)
English (en)
Inventor
Tina Keller
Lutz Hollerbuhl
Thorsten Heidolf
Enrico Eckardt
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.)
Leviat GmbH
Original Assignee
Leviat GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Leviat GmbH filed Critical Leviat GmbH
Priority to EP22161899.4A priority Critical patent/EP4245934A1/fr
Priority to CN202320474173.1U priority patent/CN219952293U/zh
Publication of EP4245934A1 publication Critical patent/EP4245934A1/fr
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003Balconies; Decks
    • E04B1/0038Anchoring devices specially adapted therefor with means for preventing cold bridging
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, 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
    • E04B2001/7679Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor

Definitions

  • the invention relates to a thermally insulating component of the type specified in the preamble of claim 1.
  • tension rods and compression rods are used as force-transmitting elements.
  • the tension rods and compression rods usually protrude through the insulating body and extend on opposite longitudinal sides of the insulating body into the adjacent load-bearing structural parts.
  • the tension rods and compression rods usually have a comparatively long length. This makes it more difficult to position the force-transmitting elements in the formwork before casting the structural parts, especially if further reinforcement has to be arranged in the formwork.
  • the invention is based on the object of creating a thermally insulating component of the generic type which has an advantageous structure.
  • a first anchoring element is arranged directly on the insulating body or at a distance of at most 6 cm, in particular at most 4 cm, preferably at most 2 cm away from the insulating body. This first anchoring element serves to introduce compressive forces from the rod into the structural part.
  • a second anchoring element is arranged at a distance from the insulating body. This distance is at least 10 times and at most 20 times the smallest diameter. The second anchoring element is used to introduce tensile forces into the structural part. The distance between the second anchoring element and the insulating body ensures sufficient concrete coverage between the anchoring element and the end face of the structural part.
  • the anchoring surface of at least each first anchoring element is at least 6 times and at most 12 times the cross-sectional area of the rod at the smallest diameter.
  • the anchoring surface is the projection surface of the anchoring element perpendicular to the assigned long side of the insulating body.
  • the assigned long side of the insulating body is the Long side of the insulating body, along which the structural part runs, into which the embedding section, which carries the anchoring element in question, projects.
  • the anchoring surface is the surface over which the anchoring element acts on the surrounding concrete in the direction in which the force to be transmitted acts.
  • an anchoring area of at least 6 times the cross-sectional area of the bar is usually sufficient to safely transfer the forces to be transmitted into the surrounding concrete.
  • portions of the anchoring surface that exceed 12 times the cross-sectional area of the rod no longer contribute significantly to the introduction of force. The material required for this can therefore be saved.
  • the embedding length of the embedding section is advantageously at most 20 times, in particular at most 15 times, the smallest diameter.
  • At least one second anchoring element in particular all second anchoring elements, have an anchoring surface that is at least 6 times and at most 12 times the cross-sectional area of the rod at the smallest diameter.
  • Similar force-transmitting components are advantageously designed separately from one another. This allows the similar force-transmitting elements to be positioned independently of one another on the component. This allows the variety of variants in the production of the component to be reduced. Similar force-transmitting components are components that work together to transmit the same forces. Similar force-transmitting components are therefore preferably arranged in the same position with respect to the vertical direction of the insulating body.
  • the component advantageously has a central plane which, at least in the insulating body, runs parallel to the at least one force-transmitting element and contains a longitudinal central axis of the insulating body.
  • the central plane advantageously extends in the transverse direction and perpendicular to the vertical direction of the insulating body.
  • the component advantageously has a plurality of force-transmitting elements which have the two anchoring elements. Force-transmitting elements, which have the two anchoring elements and which are arranged on the same side of the central plane, are advantageously designed to be separated from one another outside the insulating body. However, it can be provided that force-transmitting elements that are arranged on one side of the central plane are connected outside the insulating body to force-transmitting elements that are arranged on the other side of the insulating body.
  • the component advantageously has a plurality of first force-transmitting elements arranged on a first side of the central plane, with all embedding sections of the first force-transmitting elements, which have the two anchoring elements, being designed to be separated from one another outside the insulating body.
  • the distances between the first force-transmitting elements can be freely selected in the direction of the longitudinal central axis of the component. Because the first force-transmitting elements are not connected to one another by plates, cross struts or the like, the distances between the elements can be freely selected.
  • the first force-transmitting elements have embedding sections that the two anchoring elements according to the invention do not have. These embedding sections can be connected to one another in a known manner, for example via a cross bar running parallel to the insulating body, which can only be attached to the construction site as required.
  • the component advantageously has a plurality of second force-transmitting elements which are arranged on a second side of the central plane, with all embedding sections of the second force-transmitting elements, which have the two anchoring elements, being designed to be separated from one another outside the insulating body. This allows the second force-transmitting elements can also be freely positioned in relation to the longitudinal central axis of the component.
  • first force-transmitting element and a second force-transmitting element can be advantageous to connect a first force-transmitting element and a second force-transmitting element to one another at their embedding sections.
  • the distance between the force-transmitting elements is fixed, so that different variants of force-transmitting elements must be provided for different heights of thermally insulating components.
  • the embedding section of a rod which has the two anchoring elements is designed separately from all embedding sections of other rods which extend onto the same long side of the insulating body and which have the two anchoring elements.
  • all embedding sections that have the anchoring elements according to the invention are advantageously designed individually and are not connected to other rods that extend to the same long side of the insulating body, but are designed separately. Embedding sections that extend onto the long side of the insulating body are therefore only connected to one another in the finished building by the concrete of the building in this part of the building.
  • the force-transmitting elements carry embedding sections with two anchoring elements only on one side of the insulating body and that long, straight rods which carry one or no anchoring element are provided on the other side of the insulating body.
  • both embedding sections of a force-transmitting element have the two anchoring elements.
  • the two embedding sections of a force-transmitting element can be designed identically.
  • the two embedding sections of a force-transmitting element advantageously have a single, continuous rod protruding through the insulating body and extending from extends from the one second anchoring element to the other second anchoring element.
  • the bar is therefore not composed of several sections.
  • the rod can be composed of several rod sections.
  • the rod is designed in several parts and has a first embedding section to be integrated into the first structural part and a second embedding section to be integrated into the second structural part, whereby the two sections of the rod can be connected to one another via a connection to be made mechanically, for example via a screw connection.
  • the sections of the rod can be permanently connected to one another, for example by welding.
  • the at least one anchoring element is connected to the rod in such a way that the compressive forces and tensile forces that occur can be transferred to the structural part.
  • the at least one anchoring element is welded to the rod.
  • another type of connection for example a screw connection, can also be provided.
  • the at least one anchoring element is produced by bending or reshaping the rod.
  • the anchoring element can be designed as an anchor head produced by forming.
  • the anchoring elements are advantageously arranged completely outside the insulating body. However, it can be provided that fastening means for fixing an anchoring element to the rod of the force-transmitting element protrude into the insulating body.
  • fastening means for fixing an anchoring element to the rod of the force-transmitting element protrude into the insulating body.
  • only the rods of the force-transmitting elements protrude through the insulating body. Further parts of the force-transmitting elements advantageously do not extend completely through the insulating body, so that a good insulating effect can be ensured.
  • At least one anchoring element is designed as a disk.
  • the disk is preferably aligned perpendicular to the central axis of the rod.
  • the disk can be round or polygonal.
  • a different outer contour of the pane can also be advantageous.
  • at least one anchoring element can be designed as an anchor head. The anchor head is manufactured in particular by reshaping the rod.
  • the thickness of the anchoring element is advantageously at least 25% of the smallest diameter of the rod. This ensures that the anchoring element has sufficient strength to transmit the forces.
  • the thickness of the anchoring element is preferably 40% to 80% of the smallest diameter of the rod.
  • the specified thickness of at least 25%, in particular 40% to 80%, of the smallest diameter of the rod is particularly advantageous if the anchoring element is designed as a disk or anchor head. However, the specified thickness can also be advantageous for other designs of the anchoring element.
  • At least one anchoring element is advantageously formed by the rod.
  • At least a second anchoring element is formed by part of a loop of the rod, the loop comprising a first force-transmitting element, which is arranged on a first side of the central plane, with a second force-transmitting element, which is arranged on a second side of the central plane , connects.
  • a second anchoring element as part of a loop simplifies the positioning of the first and second force-transmitting elements relative to one another in the component.
  • free positioning of the elements adapted to the height of the component is not possible with this design, so different Variants of force-transmitting elements must be produced for different heights of the thermally insulating component.
  • the bent section can also be provided to form at least a second anchoring element by a bent section of a rod.
  • the bent section preferably runs perpendicular to the section of the rod that extends between the first and second anchoring elements.
  • a different orientation of the bent section can also be advantageous.
  • the bent section can be connected to other anchoring elements, for example via a welded connection.
  • a connection via rudder wire can also be provided if the connection only serves to position the force-transmitting elements relative to one another.
  • a first force-transmitting element and a second force-transmitting element are advantageously connected to one another via the connection of the anchoring elements.
  • the first force-transmitting elements are designed identically to the second force-transmitting elements.
  • the first force-transmitting elements are the elements arranged on a first side of the central plane for transmitting tensile and/or compressive forces and the second force-transmitting elements are the elements arranged on a second side of the central plane for transmitting tensile and/or compressive forces. This means that a single design of a force-transmitting element can be used for all first and second force-transmitting elements.
  • a buffer element made of an elastic material is arranged on at least one anchoring element.
  • a buffer element is advantageously arranged on at least one first anchoring element on the side facing the insulating body. This is especially for first Anchoring elements are advantageous, which are arranged at a distance from the insulating body and which are covered by a small layer of concrete.
  • the buffer element prevents the introduction of tensile forces, i.e. forces that act from the anchoring element in the direction of the insulating body, into the concrete of the structural part or into the insulating body. If the buffer element is covered by a concrete layer, the buffer element prevents the concrete layer from flaking off.
  • a buffer element is advantageously arranged on at least one second anchoring element on the side facing away from the insulating body.
  • the buffer element on the second anchoring element prevents the transmission of compressive forces via the second anchoring element into the structural part. This ensures a defined introduction of force.
  • Fig. 1 shows a perspective view of a thermally insulating component 1 'according to the prior art.
  • the thermally insulating component 1 ' has an insulating body 5, which is arranged in a joint 4 between a first structural part 2 and a second structural part 3. Building parts 2 and 3 are in Fig. 1 shown schematically.
  • the insulating body 5 has a first longitudinal side 9, which is intended to be arranged adjacent to or on the first structural part 2.
  • the insulating body 5 has an opposite second longitudinal side 10, which is intended to be arranged adjacent to or on the second structural part 3.
  • the insulating body 5 preferably adjoins the structural parts 2 and 3 with its long sides 9 and 10. However, a narrow distance can also be provided between the insulating body 5 and one of the structural parts 2 or 3. A distance is provided in particular when if the thermally insulating component 1 'is a component for subsequent assembly of the second structural part 3.
  • the insulating body 5 has a longitudinal central axis 6.
  • the longitudinal central axis 6 runs through the centers of the surface cross sections of the insulating body 5 in sectional planes perpendicular to the longitudinal central axis 6.
  • the insulating body 5 has a transverse direction 7 oriented perpendicular to the longitudinal central axis 6.
  • the insulating body 5 has a vertical direction 8 which is aligned perpendicular to the longitudinal central axis 6 and perpendicular to the transverse direction 7.
  • the longitudinal central axis 6 is intended for arrangement in the longitudinal direction of the parting line 4.
  • the transverse direction 7 extends from one building part 2 to the other building part 3.
  • the vertical direction 8 extends in the insulating body 5 between the building parts 2 and 3.
  • the transverse direction 7 is aligned horizontally and the vertical direction 8 is aligned vertically.
  • the thermally insulating component 1 ' is used to connect a projecting part of the building, such as a balcony, to a building ceiling or the like.
  • the arrangement of a thermally insulating component 1 'in an arrangement rotated by 90 ° about the longitudinal central axis 6, for example for connecting a parapet or for arrangement in a horizontal joint, for example between two supports, two walls or a support and a wall, can also be provided be.
  • An inclined installation of the insulating body 5 can also be provided.
  • the thermally insulating component 1 has several force-transmitting elements.
  • tension rods 51, compression rods 52, transverse force rods 53, thrust bearings 54 and thrust bearings 55 are provided.
  • the type and number of force-transmitting elements are advantageously selected to suit the application and the forces to be transmitted.
  • the rods 51 and 52 act as tension rods and/or compression rods.
  • Fig. 2 shows a thermally insulating component 1 according to the invention.
  • the thermally insulating component has an insulating body 5, the structure of which is similar to that of the insulating body 5 from the prior art Fig. 1 described, corresponds.
  • the thermally insulating component 1 can be arranged in horizontal, vertical or inclined joints 4 as described for the thermally insulating component 1'.
  • the thermally insulating component 1 has first force-transmitting elements 13 and second force-transmitting elements 14 as force-transmitting elements.
  • the first force-transmitting elements 13 act in the in Fig. 1 Installation position shown as tension rods and the second force-transmitting elements 14 as compression rods.
  • the force-transmitting elements 13 and 14 are intended for transmitting tensile forces and/or compressive forces. The transmission of compressive forces and tensile forces is particularly intended when alternating stresses act on the component 1.
  • Other force-transmitting elements can also be provided. Instead of some or all of the second force-transmitting elements 14, thrust bearings 55 or thrust bearings 54 can be provided.
  • the tension rods 51 and compression rods 52 protrude, as in Fig. 1 shown, very far into both building parts 2 and 3 in order to achieve sufficient anchoring of the tension rods 51 and compression rods 52 in the building parts 2 and 3.
  • the tension rods 51 and compression rods 52 are cast into the concrete of the structural parts 2 and 3 and the anchoring is achieved due to the large embedding length and, if necessary, additionally by ribbing the tension rods and compression rods.
  • the present invention now provides for the first force-transmitting elements 13 and/or the second force-transmitting elements 14 to be significantly shortened at least in one of the structural parts 2, 3 and to provide anchoring elements for sufficient anchoring 23 and 24 to introduce the tensile forces and/or compressive forces into the structural part.
  • the insulating body has a central plane 11 which contains the longitudinal central axis 6 and which runs parallel to the sections of the force-transmitting elements 13, 14 running in the insulating body 5.
  • the central plane 11 advantageously runs parallel to the transverse direction 7.
  • the central plane 11 has a first side 15 and a second side 16.
  • the middle plane 11 runs horizontally, and the first side 15 is at the top and the second side 16 is at the bottom.
  • This installation case corresponds to that in Fig. 2 shown position of the component 1.
  • An installation position in which the central plane 11 runs vertically or obliquely is also possible.
  • the first force-transmitting elements 13 are all elements for transmitting tensile forces and/or compressive forces, which are arranged on the first side 15 of the central plane 11.
  • the second force-transmitting elements 14 are all elements for transmitting tensile forces and/or compressive forces, which are arranged on the second side 16 of the central plane 11. Force-transmitting elements that systematically transmit other forces, for example transverse forces, do not form first or second force-transmitting elements in the present case.
  • Each first force-transmitting element 13 has a first embedding section 18 and a second embedding section 19, which extend on opposite sides of the insulating body 5.
  • the first embedding section 18 is intended for embedding in the first structural part 2.
  • the second embedding section 19 is intended for embedding in the second structural part 3.
  • Each second force-transmitting element 14 has a first embedding section 20 and a second embedding section 21, which extend on opposite sides of the insulating body 5.
  • the first embedding section 20 is intended for embedding in the first structural part 2.
  • the second embedding section 21 is intended for embedding in the second structural part 3.
  • the first embedding section 18 of the first force-transmitting element 13 and the first embedding section 20 of the second force-transmitting element 14 are each designed as a long, straight rod 22 in the exemplary embodiment, as in the prior art.
  • the rod 22 protrudes from the first structural part 2 through the insulating body 5 into the second structural part 3.
  • the rod 22 can be made in one piece or composed of several rod sections that are firmly connected to one another.
  • the rod sections can be connected to one another in a non-detachable manner, for example by welding, or by a mechanically releasable connection, for example a screw connection. Other types of detachable connections can also be provided.
  • the embedding sections 19 and 21 have the same embedding length e in the exemplary embodiment.
  • the embedding length e is the entire length of the embedding section 19 or 21 up to the insulating body 5.
  • the rod 22 has a central axis 25.
  • the central axis 25 can run straight or, when the rod 22 bends, it can run curved.
  • the rod 22 has a smallest diameter d.
  • the rod 22 can be designed with a constant outer diameter or have ribs on its outer circumference.
  • the smallest diameter d is measured in a region where the diameter is minimal.
  • the smallest diameter d for a rod 22 with ribs is measured between adjacent ribs.
  • the embedding length e is advantageously at most 30 times, in particular at most 20 times, preferably at most 15 times the smallest diameter d.
  • the first force-transmitting element 13 has a first anchoring element 23 which is arranged near the insulating body 5.
  • the first anchoring element 23 can be arranged directly on the insulating body 5 or can be at a distance from the insulating body 5 of at most up to 6 cm, in particular up to 4 cm, preferably up to 2 cm.
  • the first anchoring element 23 is designed as a disk 28.
  • the disk 28 has an enlarged diameter or an enlarged extension perpendicular to the central axis 25 compared to the smallest diameter d of the rod 22.
  • the first anchoring element 23 extends beyond the rod 22 in the radial direction to the central axis 25. This protruding surface can be used to introduce compressive forces F D into the structural part 3.
  • the disk 28 is connected to the rod 22 via a weld seam 32.
  • the disk 28 is arranged completely outside the insulating body 5. However, it can be provided that the weld seam 32 protrudes into the insulating body 5.
  • the first anchoring element 23 is advantageously made of metal.
  • the first anchoring element 23 and/or the second anchoring element 24 advantageously consist of a material whose strength is at least 25% of the strength of the rod.
  • at least one anchoring element, in particular all anchoring elements consists of a material whose yield point R e is at least 180 N/mm 2 , in particular at least 235 N/mm 2 .
  • the first anchoring element 23 is so firmly connected to the rod 22 that the forces acting during operation can be transmitted via the connection between the rod 22 and the anchoring element 23.
  • the anchoring element 23 can be welded to the rod 22, for example.
  • the anchoring element 23 can be forged onto the rod 22 by upsetting the rod 22 or manufactured using a rolling process.
  • the second anchoring element 24 is arranged at a distance c from the insulating body 5.
  • the second distance c is at least 10 times and at most 20 times the smallest diameter d.
  • Tensile forces F Z can be introduced into the second structural part 3 via the second anchoring element 24.
  • the second anchoring element 24 is designed as an anchor head 31.
  • the disk 28 is firmly connected to the rod 22, for example by welding.
  • the anchor head 31 is advantageously formed by forming, in particular by forging or upsetting the rod 22 made.
  • the anchoring elements 23, 24 are firmly connected to the rod 22 in such a way that the forces to be introduced from the rod 22 into the second structural part 3 can be transmitted from the rod 22 into the structural part 3 via the anchoring elements 23 and 24.
  • the embedding length e can be made significantly smaller than the embedding length of the straight tension rods 51 and compression rods 52 in the prior art ( Fig. 1 ). This significantly simplifies the arrangement of the thermally insulating component 1 between existing reinforcement in a formwork for producing the second structural part 3.
  • the first force-transmitting elements 13 and the second force-transmitting elements 14 are advantageously designed identically, so that only one type of reinforcing element is required for transmitting the tensile forces and the compressive forces.
  • the first force-transmitting elements 13 are connected neither to other first force-transmitting elements 13 nor to other second force-transmitting elements 14.
  • Each rod 13, 14 is designed individually. As a result, the first force-transmitting elements 13 and the second force-transmitting elements 14 can be freely positioned in the insulating body 5.
  • the distance between the force-transmitting elements in the direction of the longitudinal central axis 6 and in the vertical direction 8 can be selected to be adapted to the application and to the height of the insulating body 5, without the need for differently designed force-transmitting elements.
  • the first force-transmitting elements 13 have a distance a measured in the vertical direction 8 from the second force-transmitting elements 14 underneath.
  • Fig. 3 shows the design of the anchoring elements 23, 24 in a top view of the second anchoring elements 24. How Fig. 3 shows, the anchoring elements 23, 24 are circular. A different shape of the anchoring elements 23, 24 can also be advantageous.
  • the anchoring elements 23, 24 are dimensioned so that the anchoring surface A is at least 6 times and at most 12 times the cross-sectional area Q of the rod 22 at the smallest diameter b.
  • the anchoring surface A is the projection surface perpendicular to the assigned long side 10 of the insulating body 5.
  • the projection surface corresponds to the surface of the disk 28 or the anchor head 31 without the cross-sectional area Q of the rod 22.
  • the cross-sectional area Q is in the middle of the anchoring surface A left out.
  • a different size of the anchoring surface A in particular a larger anchoring surface A, can also be advantageous.
  • the anchoring elements 23, 24 of the first force-transmitting elements 13 have an outer diameter g in the exemplary embodiment.
  • the anchoring elements 23, 24 of the second force-transmitting elements 14 have an outer diameter h, which in the exemplary embodiment is the same size as the outer diameter g.
  • the anchoring elements 23, 24 of the first force-transmitting elements 13 and the anchoring elements 23, 24 of the second force-transmitting elements 14 are designed differently and/or the anchoring elements 23 and the anchoring elements 24 of a first force-transmitting element 13 or a second force-transmitting element 14 to be trained differently.
  • it can be provided to design the anchoring elements 23 and 24 on a rod 22 in the same way and/or to provide the same anchoring elements 23 and/or 24 for first force-transmitting elements 13 and for second force-transmitting elements 14.
  • the first force-transmitting elements 13 and the second force-transmitting elements 14 have to each other the distance a measured between the central axes 25 in the vertical direction 8, like Fig. 2 shows.
  • the central axes 25 of the second force-transmitting elements 14 and the central axes 25 of the first force-transmitting elements 13 each have a distance b, like Fig. 3 shows.
  • the distances a and b can be due to the individual design of the force-transmitting elements, i.e. the first force-transmitting elements 13 and the second force-transmitting Elements 14 can be selected to be adapted to the application, without the need for different designs of the force-transmitting elements, in particular the anchoring elements 23 and / or 24.
  • the anchoring elements 23 and 24 have a thickness f, which is advantageously at least 25% of the smallest diameter d, in particular at least 30% of the smallest diameter d.
  • the thickness f of the first anchoring elements 23 is preferably from 40% to 80% of the smallest diameter d.
  • the second anchoring elements 24 have a thickness f that is 40% to 80% of the smallest diameter d.
  • the thickness f is the greatest thickness of the anchoring elements 23, 24.
  • the anchor heads 31 have a beveled section 34 with which the section with the diameter g, h merges into the rod 22.
  • the thickness f includes the thickness of the entire beveled section 34.
  • Fig. 5 shows an exemplary embodiment of a thermally insulating component 1, in which buffer elements 29 and 30 made of an elastic material are arranged on the anchoring elements 23, 24.
  • the further structure of the thermally insulating component 1 Fig. 5 corresponds to that of component 1 from the Fig. 2 to 4 .
  • the same reference numerals designate corresponding elements in all figures.
  • the buffer elements 29 and 30 serve to ensure that forces can only be transmitted from the anchoring elements 23, 24 in one direction into the thermally insulating component 1 or from the thermally insulating component 1.
  • a buffer element 29 is advantageously positioned between the first anchoring element 23 and the insulating body 5 on the side facing the insulating body 5 of the first anchoring element 23.
  • the buffer element 29 ensures that no tensile forces can be transmitted into the structural part 3 from the first anchoring element 23.
  • the arrangement of a buffer element 29 is particularly advantageous if A gap filled with concrete is formed between the anchoring element 23 and the insulating body 5, as in Fig. 5 shown.
  • the buffer element 29 prevents the concrete from chipping off when tensile forces F Z are introduced into the structural part 3.
  • a second buffer element 30 is arranged on the side of the second anchoring element 24 facing away from the insulating body 5.
  • the buffer element 30 deforms when compressive forces F D from the second anchoring element 24 are applied to the structural part 3, so that only tensile forces F Z can be introduced into the structural part 3 via the second anchoring element 24. This achieves a defined introduction of force.
  • the second force-transmitting elements 14 are advantageously designed identically to the first force-transmitting elements 13. It can also be provided to provide only buffer elements 29 or only buffer elements 30.
  • Fig. 6 shows a further exemplary embodiment of a thermally insulating component 1, in which the embedding sections 18 and 20 also each carry two anchoring elements 23 and 24.
  • the embedding sections 18 and 20 are designed corresponding to the embedding sections 19 and 21 in the second structural part 3.
  • the dimensions and position of the anchoring elements 23 and 24 in the building parts 2 and 3 can be different.
  • each first force-transmitting element 13 has two identical embedding sections 18, 19 and 20, 21, respectively.
  • Second force-transmitting elements 14, not shown are preferably designed in a corresponding manner. This means that the embedding length e in both building parts 2 and 3 can be increased compared to that in Fig. 1 The state of the art presented can be significantly reduced.
  • FIG. 6 Features not described advantageously correspond to the features described in the previous exemplary embodiments.
  • anchoring elements 23 and / or 24 can also be advantageous.
  • the anchoring elements 23, 24 can in particular be formed by the rod 22.
  • the Fig. 7 to 9 show a further exemplary embodiment of a thermally insulating component 1.
  • the thermally insulating component 1 largely corresponds to the thermally insulating component 1 described in the previous figures.
  • the same reference numerals designate corresponding elements in all figures.
  • the thermally insulating component 1 has first force-transmitting elements 13 and second force-transmitting elements 14, which carry a first anchoring element 23 in the second structural part 3 near or on the insulating body 5.
  • the first anchoring elements 23 are designed as a disk 28 as in the previous exemplary embodiments. However, a different design can also be advantageous.
  • the second anchoring elements 24 are formed by parts of a loop 26.
  • the second anchoring elements 24 are therefore formed by the rod 22.
  • a first force-transmitting element 13 and a second force-transmitting element 14 are each formed by a common rod 22, which runs arcuately in the area of the second anchoring elements 24 and the two straight sections of the rod 22, which form the first force-transmitting element 13 and the second force-transmitting element 14 form, connect with each other.
  • the anchoring elements 24 are therefore each formed by half of the loop 26.
  • an imaginary parting plane 27 is shown schematically, which divides the loop 26 in the middle between the first force-transmitting element 13 and the second force-transmitting element 14.
  • connection of a first force-transmitting element 13 to a second force-transmitting element 14 via a loop 26 simplifies the positioning of the first force-transmitting elements 13 and the second force-transmitting elements 14 in the insulating body 5.
  • Fig. 8 the anchoring surfaces A for the anchoring elements 23 and the anchoring elements 24 are shown.
  • the anchoring surfaces A of the anchoring elements 23 can differ from the anchoring surfaces A of the anchoring elements 24.
  • anchoring surfaces A of the anchoring elements 23 and 24 that are approximately the same size can also be advantageous.
  • Fig. 9 shows the arrangement of several first force-transmitting elements 13.
  • the second force-transmitting elements 14 arranged underneath are not visible in the illustration, but are covered by the first force-transmitting elements 13.
  • Fig. 9 also shows the loops 26 and the distance b between adjacent first force-transmitting elements 13 in the direction of the longitudinal central axis 6 of the insulating body 5.
  • the distance b in the direction of the longitudinal central axis 6 can also be used in the exemplary embodiment Fig. 7 to Fig. 9 be individually adapted.
  • Fig. 10 shows a further exemplary embodiment of a thermally insulating component 1.
  • the illustrated embodiment of a thermally insulating component 1 differs from the previous embodiments in the design of the second anchoring elements 24 of the second embedding sections 19 and 21.
  • the anchoring elements 24 are formed by bent sections 33 of the rod 22.
  • the rod 22 runs approximately parallel to the vertical direction 8 of the insulating body 5.
  • the rod 22 runs approximately perpendicular to the central plane 11.
  • a different orientation of the bent sections 33 can also be advantageous.
  • the length of the bent sections 33 measured in the vertical direction 8 corresponds approximately to the distance a of the central axes 25 of the rods 22 in the area between the anchoring elements 23 and 24.
  • the length k is slightly larger than the distance a.
  • the length k is advantageously from 75% to 130% of the distance a.
  • the force-transmitting elements 13 and 14 are advantageously designed to be identical to one another and arranged mirror-inverted to one another. In the direction of the longitudinal central axis 6, the force-transmitting elements 13 and 14 can rest against one another or be at a small distance from one another. It may be advantageous for the force-transmitting elements 13 and 14 to be connected to one another at the bent sections 33, for example by welding. The connection can be provided to position the force-transmitting elements 13 and 14 relative to one another during transport and installation. In this case, the length k of each bent section 33 is sufficiently large to absorb the forces during installation and to dissipate them into the surrounding concrete.
  • a first force-transmitting element 13 is connected to a second force-transmitting element 14 for transmitting the forces that occur during operation.
  • a force-transmitting connection can be, for example, a load-bearing welded connection.
  • the length k can then be smaller than necessary to transmit the forces that occur, since part of the forces to be absorbed is diverted via the connection into the other force-transmitting element 13, 14.
  • the force-transmitting elements 13 and 14 are advantageously designed to be identical to one another and, after being arranged in the insulating body 5, are connected to one another in a suitable relative position to one another.
  • the position of the force-transmitting elements 13 and 14 relative to one another can be suitably adjusted to the height of the insulating body 5.
  • Fig. 11 shows a further exemplary embodiment in which the anchoring elements 23 and 24 of each force-transmitting element 13, 14 are identical to one another.
  • both anchoring elements 23 and 24 are each formed by a disk 28, which is fixed on the associated rod 22.
  • the fixation can be formed, for example, by a welded connection.
  • Both disks 28 of the anchoring elements 23 and 24 have the same outer diameter g and h and the same thickness f.
  • the first force-transmitting elements 13 and the second force-transmitting Elements 14 are designed identically to one another in this exemplary embodiment.
  • a different design of the first force-transmitting elements 13 and the second force-transmitting elements 14 can also be advantageous.
  • Outer diameter g or h and thickness f are advantageously selected as in the previous exemplary embodiments.
  • the rod 22 runs straight between the anchoring elements 23 and 24.
  • the central axis 25 of the rod 22 forms a straight line in this area.
  • the anchoring element 24 the entire area of the rod 22, the central axis 25 of which is not straight.
  • the rod 22 extends between the anchoring elements 23 and 24. Further anchoring elements, with the exception of any ribbing provided on the rod 22, are advantageously not provided. This results in a simple structure.
  • the diameter g, h of the anchoring element 23, 24 is advantageously selected so that it corresponds to at least 2.5 times and at most 3.5 times the smallest diameter d of the rod 22.
  • thermally insulating components 1 are shown, which are arranged at the intended position in the structural part 2, 3 before the structural parts 2 and 3 are cast.
  • the embedding sections 18 to 21 are embedded directly on site in the building by casting with in-situ concrete.
  • the embedding sections 19, 21 of the second structural part 3 are connected to the embedding sections 18 and 20 in the first structural part 2 via a mechanically produced connection are.
  • the embedding sections 19, 21 can be embedded during the production of the second building part 3, for example in the prefabricated part factory, and connected to the embedding sections 18, 20 on the first building part 2 on the construction site.
  • a screw connection is provided to connect the embedding sections 18 and 19 and the embedding sections 20 and 21.
  • the screw connection can be provided in the insulating body 5 or adjacent to the long sides 9 and 10 of the insulating body 5 outside the insulating body 5.
  • the embedding sections 18 and 19 of the first force-transmitting elements 13 or the embedding sections 20 and 21 of the second force-transmitting elements 14 are formed by a single continuous rod 22 which protrudes through the insulating body 5 and on which all anchoring elements 23 and 24 are fixed or formed .
  • all embedding sections 18 to 21 protrude from the insulating body 5.
  • each rod 22 can instead be formed by at least two sections 35 and 36 which are firmly connected to one another.
  • the rod 22 has two sections 35 and 36, which are connected to one another via a screw connection 38.
  • a plate 37 is advantageously provided, through which at least one section 35, 36 projects and to which the at least one section 35, 36 is fixed via the screw connections 38.
  • the insulating body 5 is recessed in the area of one of the screw connections 38. Alternatively, this area can also be filled with a section of the insulating body 5. Alternatively, the area of the other screw connection 38 can be left out.
  • the plate 37 can be firmly connected to the other of the sections 35, 36.
  • the other of the sections 35, 36 can also be fixed to the plate 37 via at least one screw connection 38.
  • the section 35 forms the embedding section 18 and the section 36 forms the embedding section 19.
  • the screw connection 38 is in the insulating body 5 arranged and the sections 35 and 36 of the rod 22 protrude from the insulating body 5 on opposite sides. However, it can also be provided to arrange the screw connection 38 outside the insulating body 5.
  • the second section 36 of the rod 22 carries both anchoring elements 23 and 24. However, it can also be provided that the sections 35 and 36 of the rod 22 are connected to one another between the anchoring elements 23 and 24 and each section 35 and 36 is one of the anchoring elements 23 and 24 wears. An embedding section 19 or 21 can then be formed by both sections 35 and 36 of the rod 22.
  • connection of the sections 35 and 36 via a mechanically producible connection is particularly advantageous in order to enable a subsequent connection of the structural parts 2 and 3 after the embedding sections 18 to 21 have been embedded in the structural parts 2 and 3.
  • another type of connection of the sections 35 and 36 for example a welded connection or a connection via a casting compound, can also be advantageous.
  • the embedding sections 18 and 19 as well as the embedding sections 20 and 21 can each be designed with a first anchoring element 23 and a second anchoring element 24.
  • the same anchoring elements 23 and 24 can be provided for both embedding sections 18 and 19 as well as 20 and 21. Designing the embedding sections 18, 19 or 20, 21 with different anchoring elements 23, 24 can also be advantageous.
  • An embedding section can be selected depending on the installation situation and the forces to be transmitted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP22161899.4A 2022-03-14 2022-03-14 Composant thermo-isolant Pending EP4245934A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP22161899.4A EP4245934A1 (fr) 2022-03-14 2022-03-14 Composant thermo-isolant
CN202320474173.1U CN219952293U (zh) 2022-03-14 2023-03-13 热绝缘构造元件

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP22161899.4A EP4245934A1 (fr) 2022-03-14 2022-03-14 Composant thermo-isolant

Publications (1)

Publication Number Publication Date
EP4245934A1 true EP4245934A1 (fr) 2023-09-20

Family

ID=80738800

Family Applications (1)

Application Number Title Priority Date Filing Date
EP22161899.4A Pending EP4245934A1 (fr) 2022-03-14 2022-03-14 Composant thermo-isolant

Country Status (2)

Country Link
EP (1) EP4245934A1 (fr)
CN (1) CN219952293U (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0338972A1 (fr) 1988-04-22 1989-10-25 Bau-Box Ewiag Elément de raccordement pour panneau en porte-à-faux
EP1072729A1 (fr) 1999-07-27 2001-01-31 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
KR101258188B1 (ko) * 2013-01-23 2013-04-25 (주)태성종합건설 건축물 콘크리트벽 단열재 연결장치
KR101466936B1 (ko) * 2014-06-30 2014-12-03 (주)태성종합건설 단열재 시공에 따른 외부 벽체 보강구조 및 방법
GB2595473A (en) * 2020-05-27 2021-12-01 Farrat Isolevel Ltd Structural thermal break connector

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0338972A1 (fr) 1988-04-22 1989-10-25 Bau-Box Ewiag Elément de raccordement pour panneau en porte-à-faux
EP1072729A1 (fr) 1999-07-27 2001-01-31 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
KR101258188B1 (ko) * 2013-01-23 2013-04-25 (주)태성종합건설 건축물 콘크리트벽 단열재 연결장치
KR101466936B1 (ko) * 2014-06-30 2014-12-03 (주)태성종합건설 단열재 시공에 따른 외부 벽체 보강구조 및 방법
GB2595473A (en) * 2020-05-27 2021-12-01 Farrat Isolevel Ltd Structural thermal break connector

Also Published As

Publication number Publication date
CN219952293U (zh) 2023-11-03

Similar Documents

Publication Publication Date Title
EP4036338B1 (fr) Dispositif de raccordement ultérieur à isolation thermique et à transfert de force d'une seconde partie d'ouvrage supportant la charge à une première partie d'ouvrage supportant la charge et ouvrage doté d'un tel dispositif
EP2486196B1 (fr) Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante
DE102006011336A1 (de) Bauelement zur Wärmedämmung
EP1040238B1 (fr) Armature de cisaillement pour plafonds plats et profile a goujons correspondant
EP3239431B1 (fr) Console d'ancrage pour fixer un revetement sur un mur porteur
EP2993279B1 (fr) Construction dotée d'un élément de renfort en béton très résistant destiné à augmenter la résistance au perçage de l'estampage
EP1630315A1 (fr) Élément de construction pour armature de cisaillement et de poinconnement
EP2055845A2 (fr) Elément de montage de dalles en porte-à-faux
EP2754765A1 (fr) Dispositif permettant de relier, avec transmission des forces, une première partie de bâtiment porteuse à une seconde partie de bâtiment portée
EP2146004B1 (fr) Connexion de broche travaillant en cisaillement
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
DE3318431C2 (de) Deckenelement
EP4245934A1 (fr) Composant thermo-isolant
EP1887155B1 (fr) Elément d'isolation thermique
EP1270833A2 (fr) Elément de construction pour l'isolation thermique
DE3328070A1 (de) Bauelement zur waermedaemmung bei gebaeuden
EP3296475B1 (fr) Balcon et procédé de fabrication d'un tel balcon
WO2012025106A2 (fr) Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction
EP3733988B1 (fr) Élément de construction thermo-isolant
EP2873778A1 (fr) Agencement de liaison et système de liaison pour pièces finies en béton
DE3941313A1 (de) Verbundstruktur fuer einen unterzug zur abstuetzung einer aufrechtstehenden wand
DE102023127232A1 (de) Bauwerk mit einem tragenden Bauwerksteil und mindestens einem an dem Bauwerksteil festgelegten, auskragenden Baukörper
EP4299861A1 (fr) Dispositif et procédé de renforcement ultérieur d'un composant doté d'au moins une zone de discontinuité
EP4286618A1 (fr) Dispositif de liaison ultérieure d'une deuxième partie de construction recevant une charge à une première partie de construction recevant une charge et construction dotée d'un tel dispositif
WO2024017709A1 (fr) Auxiliaire de construction et procédé d'ajustement

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20240313

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR