WO2011006674A2 - Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante - Google Patents

Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante Download PDF

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Publication number
WO2011006674A2
WO2011006674A2 PCT/EP2010/004388 EP2010004388W WO2011006674A2 WO 2011006674 A2 WO2011006674 A2 WO 2011006674A2 EP 2010004388 W EP2010004388 W EP 2010004388W WO 2011006674 A2 WO2011006674 A2 WO 2011006674A2
Authority
WO
WIPO (PCT)
Prior art keywords
thermal insulation
building part
insulating body
pressure
distribution element
Prior art date
Application number
PCT/EP2010/004388
Other languages
German (de)
English (en)
Other versions
WO2011006674A3 (fr
Inventor
Tim Stollberg
Original Assignee
Schoeck Bauteile 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 Schoeck Bauteile Gmbh filed Critical Schoeck Bauteile Gmbh
Priority to EP10736623.9A priority Critical patent/EP2486196B1/fr
Publication of WO2011006674A2 publication Critical patent/WO2011006674A2/fr
Publication of WO2011006674A3 publication Critical patent/WO2011006674A3/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices

Definitions

  • the invention relates to a method for the subsequent attachment of a projecting outer part of an existing supporting building part using a structural element for thermal insulation between the outer part and the building part, wherein the component for thermal insulation between
  • the present invention also relates to a component for thermal insulation between two components, namely between a load-bearing
  • a balcony can be retrofitted to a building wall; but usually - as in the case of DE-U 88 14 638- in addition to be mounted on the outside of the building Baikonen on the inside of the building wall load distribution profiles provided where the wall penetrating anchor bolts to attach the balconies.
  • load distribution profiles ensure that not only the area of the building wall directly impacted by the armature is used to absorb the force, but also the surrounding areas of the building wall which are further away from the positions of the armature elements.
  • the invention is based on the object of further developing a method of the type mentioned above and a device for thermal insulation of the type mentioned in that the läge- or positionally accurate transfer of forces, in particular of compressive forces between projecting outer part and supporting building part is made possible.
  • This object is achieved by a method having the features of
  • This pressure distribution element produced only at the site blends positively and non-positively with the building part without gaps and unyielding and retains this predetermined position even after the attachment of the projecting outer part or after its Ent- or loading. It is ultimately irrelevant how clean and exact position the pressure application area in the area of the building part, as any unevenness and position deviation compensated by the in-situ concrete to be filled and bridged becomes.
  • the mere addition or application of a pressure element directly to the building part would entail the risk that the pressure force introduction surface of the building part gives in the attachment of the cantilevered outer part or in its loading or unloading to some extent, and thus the projecting outer part from his predetermined position device, in particular pivots.
  • the thermal insulation element comprises reinforcing elements in the form of transverse force bars, which are essentially inclined within the insulating body in mutually parallel vertical planes and which are bent for connection to the two components at its upper, the supporting building part course such that they in said If vertical planes protrude horizontally from the insulating body at different heights, the above-mentioned task can optionally be carried out in addition to the abovementioned process steps by the following isolated, separate, further upstream or downstream process step:
  • the transverse force rods can fulfill their intended purpose, it is therefore essential that the upper opposite the insulating protruding bent course of the transverse force bars surrounded by the in-situ concrete of the transverse force distributing element and thereby sufficiently statically supported or supported. It is also prevented immediately that it comes to excessive loads in the fixation region of the transverse force rods in said cylindrical openings of the building part.
  • the in-situ concrete of the transverse force distribution element fits flat to the building part in the region of the above transverse force bars and ensures a uniform, positive and non-positive force transmission in the building part, so that the shear bars themselves are functionally charged only to train.
  • the length of the unsupported portion of the inclined slope of the transverse force bars can be reduced to an order of magnitude equivalent to conventional thermal insulation components used in new buildings.
  • the method according to the invention can be supplemented by the following preceding and / or subsequent further method step:
  • transverse force rods it is necessary to anchor them to the transverse force transmission in the building part, which can be done, for example, by introducing the said openings (for example, by sheath corrugated pipes in the new building) or to drill holes into which the transverse force rods engage projecting portions can be inserted and in which the transverse force rods can be fixed, for example by means of injection method.
  • said pressure distribution element on the one hand and the transverse force distribution element for the bent portions of the transverse force rods on the other hand simultaneously and possibly interconnected or manufactured as a combined combined pressure and shear force distribution element of in-situ concrete.
  • both distribution elements from separate elements, which leads, for example, to greater design flexibility.
  • a component for thermal insulation between two components which is characterized in accordance with claim 6, especially characterized in that the component is adapted for retrofitting in the inventory that the printing elements on their the
  • the building part facing the front side have a separate pressure distribution element, that the pressure distribution element according to the invention extends substantially outside the insulating body and that the inventive pressure distribution element consists of in-situ concrete.
  • the device according to the invention is only at the construction site with the addition of the pressure distribution element of in-situ concrete to the entire subject of the invention, while the component delivered to the site has only essential to the invention individual features, however, the advantages of the invention result only by the additional provision of the separate pressure distribution element, the for a tolerance-free and positionally accurate pressure force distribution and pressure force transmission ensures by the pressure distribution element and thus also the associated pressure element even after the attachment of the projecting outer part, ie in particular of the balcony, and after loading and unloading of the outer part in the course of
  • the component is used for heat Insulation is provided to allow existing buildings to refurbish the existing balcony slabs or a subsequent addition of new balcony slabs, without the need to already be taken in the existing building part structural measures for the subsequent addition of a projecting outer part or corresponding connection options would be provided.
  • the attachment can thus take place almost at any point of an old building, which significantly differentiates the subject invention from the known solutions.
  • the separate pressure distribution element is expediently assigned to several pressing elements at the same time and acts on the front sides of these multiple pressure elements, it also being possible for the pressure distribution element to extend over the entire length of a component according to the invention for thermal insulation along the joint between the building part and Extend outer part.
  • the separate pressure distribution element can be used in conjunction with conventional printing elements, such as those used for new buildings, in that it can be adapted to any pressure element shapes due to the production of in-situ concrete. That is true
  • Pressure distribution element ultimately assigned to the device for thermal insulation, but it forms more or less nothing else than a defined pressure force introduction surface of the building part, to which the pressure elements of the device for thermal insulation in a predetermined manner can create positionally accurate.
  • the thermal insulation element has reinforcing elements in the form of transverse force bars, which are essentially inclined within the insulating body in vertical planes parallel to one another and which are assigned to the connection to the two components at their upper course assigned to the supporting building part and at their lower, the supported component Course are bent so that they protrude horizontally from the insulator in the said vertical planes at different heights
  • the object of the invention (also) can be achieved by the fact that the component is adapted for retrofitting in the inventory that it is in the exit region of the transverse force rods the insulating body on the side facing the building part of the insulating body has a separate transverse force distribution element that extends the lateral force distribution element substantially outside of the insulating body and that the transverse force distribution element au s in situ concrete.
  • the transverse force distribution element should receive the bent subregions of the transverse force rods projecting into the building part and thus provide a static support in this critical transverse force rod region.
  • the separate pressure distribution element extends at least from the lower pressure zone of the insulating body along the insulating body into the region of the transverse force distribution element, that is to say the upper, the supporting building part associated course of one or more transverse force rods, so that transverse force distribution element and pressure distribution element connected to each other or can be made in one piece independently.
  • the thermal insulation element has shuttering elements for the pressure distribution element consisting of in-situ concrete and / or the transverse force distribution element consisting of in-situ concrete and if the shuttering elements serve to delimit the pressure distribution element or the lateral force distribution element laterally and / or on its underside. Because then the device for thermal insulation in a simple manner can be applied to the building part and filled in-situ concrete, which already receives the pressure distribution element according to the invention and / or the lateral force distribution element according to the invention.
  • the formwork elements may for example be attached to the insulating body or surround it at least in partial areas laterally and / or on the underside and protrude in relation to the insulating body in the horizontal direction.
  • the formwork elements consist of the Isolier Sciencesmaterial and protrude in the horizontal direction and that thereby the insulator rather has a horizontal recess or a horizontal recess for creating the pressure force distribution elements of in-situ concrete.
  • the insulator would be made thicker overall than conventional insulator and would have a portion of the thickness that would be filled by the pressure distribution element.
  • the pressure distribution element and / or the transverse force distribution element it is advisable to form them with a thickness in the centimeter range and in particular of the order of between about 3 cm and 5 cm, whereby they can obtain sufficient stability, in particular when used as in-situ concrete a concrete of the order C40 to C100.
  • Figure 2 shows the device according to the invention of Figure 1 in plan view
  • the component for thermal insulation 1 shows a component for thermal insulation 1 is shown, which is arranged between a building part 2, in particular a building ceiling, and a cantilevered outer part 3, in particular a balcony slab.
  • the component for thermal insulation 1 consists in particular of a
  • reinforcing elements 4, 5, 8 Arrangement in the area between the building part 2 and outer part 3 provided insulator 10 with these traversing and connectable to both components reinforcing elements 4, 5, 8.
  • reinforcing elements for a horizontal tie rods 4 are provided which traverse the insulator 10 and project horizontally on both sides of the insulator, said these horizontally projecting portions 4a and 4b are provided to be connected to the building part 2 and the balcony slab 3, respectively.
  • the component for thermal insulation 1 on transverse force rods 5 which extend within the insulator in mutually parallel vertical planes substantially inclined in a section 5a and the connection to the two components 2, 3 at its upper, the supporting building part 2 associated section 5b and are bent at its lower, the supported member 3 associated portion 5c such that they protrude in said vertical planes at different heights substantially horizontally from the insulator, the transverse force rods 5 but in the region of the supported balcony member 3 of the portion 5c in a vertical Course 5d pass over and - in the illustrated embodiment - to the upper tension zone, ie extend to the height level of the tension rods 4, where they are in turn bent in a further horizontal course 5e.
  • the transverse force bars 5 have a bent TeM area 5f.
  • pressure elements 8 are also provided which extend horizontally through the insulating body 10 and in the example shown are flush with the end faces 10a and 10b of the insulating body 10.
  • the building part 2 consists in the example shown from a building ceiling of a building to be rehabilitated (not shown here), which previously had no constructive connection options in the proposed connection area for the balcony slab 3.
  • the tension rods 4 and the transverse force rods 5 are inserted into the openings 6 and fixed by means of injection mortar 7.
  • the building ceiling 2 in the illustrated example has an irregular end face 2a facing the pressure element, it is obvious that the support of the pressure element 8 on this end face 2a is not too strong a uniform application of pressure over the entire contact surface can lead, but that there will be areas with high pressure force and partial areas without pressure application.
  • the thermal insulation element is positioned so that a horizontal distance a between the building part 2 facing end face 8a of the pressure element and the end face 2a of the supporting building part is left, whereupon this distance region between the pressure element 8 and the supporting building part 2 is filled with in-situ concrete for the production of a pressure distribution element 9.
  • the subsequent arrangement of the component for thermal insulation 1 together with the balcony slab 3 to the building panel 2 thereby allowing the thermal insulation member to be positioned such that a horizontal distance b is left between the end face 10a of the insulating body 10 facing the building part 5 in the exit area 5f of the lateral force bars 5 and the end face 2a of the supporting building part 2, whereupon this distance between the insulating body 10 and supporting building part 2 is filled by in-situ concrete for producing a transverse force distribution element 9.
  • the pressure distribution element 9 and the lateral force distribution element 9 are integrally formed as a combined pressure and lateral force distribution element 9.
  • transverse force rods are supported in their bent TeM regions 5f by the concrete material of the pressure distribution element 9 so that the transverse force rods 5 are subjected to tensile stress in the region of their inclined profile 5a.
  • FIGS. 3 to 5 now show an alternative embodiment of a component for thermal insulation 11, wherein identical components are provided with identical reference symbols, unless other reference symbols are used:
  • FIG. 3 shows the component for thermal insulation 11 in a perspective side view, FIG Vertical section and Figure 5 in plan view.
  • a building ' component 6 Connected to the component for thermal insulation 11 is a building ' component 6, which occupies the supporting function and the outer part of the worn function between the building component 12 and a not shown in the drawing projecting outer part in the form of a balcony slab.
  • the building component 12 has an upper side 12a and an end face 12b facing the component for thermal insulation.
  • the structural element for thermal insulation 1 1 consists of an insulating body 20 which extends horizontally along the end face 12b of the building component 12 and is generally approximately cuboid.
  • the insulating body has on its the front side 12b of the building component 12 side facing a cuboid cavity 20a, which is bounded in the joint plane between the building component and outer part laterally and on the underside of formwork elements 20b, 20c.
  • These formwork elements consist of opposite the cavity 20a projecting wall portions 20b, 20c of the insulator and are used for (subsequent) production of pressure distribution plates 22 in situ concrete, which according to the invention have the function to transmit the pressure forces from the projecting outer part of the building component.
  • the pressure distribution plates 22 have a thickness a and extend as far as the upper tension zone, so that they also act simultaneously as a lateral force distribution element (with a thickness b).
  • the device for thermal insulation 1 1 consists of reinforcing elements in the form of tension rods 14 and 15 shear bars and pressure elements 18.
  • the tension rods 14 extend in the known manner horizontally through the insulating body 20 in the upper tension zone and are on both sides of the insulator 20 in the building component 12 on the one hand and on the opposite side in the outer part to be arranged there, wherein they are angled at its free end within the building component 12 substantially at right angles down into a short vertical section 14 a, so that the total length of the tie rod 14 in the Reduce building component 12.
  • FIG. 3 and 4 show in the perspective view or in the vertical section of the building component 12 a recess 21 which adjoins the upper side 12a and front side 12b of the building component 12 and leaves an area for the tension rods in the building component 12.
  • the recess 21 is dimensioned so large that the tension rods 14 surrounded by sufficient concrete and can be subsequently set in the building component 12, as is necessary for the transmission of traction.
  • the transverse force rods 15 which extend within the insulating body 20 in mutually parallel vertical planes substantially inclined in a portion 15 a and the connection are bent on the building component 12 at its upper, the building component 12 associated portion 15 b such that they project in said vertical planes substantially horizontally from the insulator and extending through the recesses 21 in the horizontal direction adjacent to the tie rods 14.
  • the transverse force rods 15 go over in a vertical course 15c, extend vertically to the upper tension zone and there again are angled in a horizontal course 15d, which is aligned with the horizontal curve 15b on the side of the building component 12.
  • the arranged in the lower region of the insulating pressure elements 18 extend substantially horizontally through the insulating body 21 therethrough and each end face on the building part 12 on the one hand and on the outside part, not shown, on the other hand, wherein the end-face contour of the printing elements substantially a known part-cylindrical has curved or convex curved surface.
  • the recess 21 is provided with a correspondingly inclined underside, which can also be seen from FIGS. 3, 4 and 5, and is illustrated there by reference numeral 21b.
  • the recesses 21 are produced by using appropriate formwork elements when casting the building component and keeping the recesses free of the concrete of the building components. Subsequently, the to be connected to the building component 12 reinforcing elements in the form of tension rods 14 with associated component for thermal insulation 1 1 in the region of the recesses 21 arranged. Finally, the recesses 21 are filled with a filler, in particular concrete, to produce a positive connection between the building component 12 and the filler or the reinforcing element to be connected. At the same time or a short time before or after, the pressure distribution plates 22 are also produced by filling the cavities 20a left in the insulating body with concrete. In summary, the present invention has the advantage, with simple means to allow the subsequent attachment of cantilevered exterior parts such as particular balcony slabs with the interposition of a thermal insulation component, without requiring measures that affect the inside of the building or are otherwise associated with disproportionate effort ,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

L'invention concerne un procédé pour ajouter après coup une partie extérieure en saillie (3) à une partie porteuse d'un bâtiment (2), dans lequel on utilise un élément d'isolation thermique entre la partie extérieure et la partie de bâtiment, l'élément d'isolation thermique (1) comprenant un corps isolant (10) placé entre la partie extérieure et la partie de bâtiment, et des éléments d'armature (4, 5, 8) qui passent à travers lesdits corps isolants et viennent se raccorder aux deux parties structurales, les éléments d'armature comprenant au moins des éléments de compression (8). Ce procédé comprend au moins les étapes suivantes: positionnement de l'élément d'isolation thermique (1) au niveau de la partie de bâtiment (2) en ménageant un espace horizontal (a) entre l'élément de compression (8) et la partie de bâtiment porteuse (2), et remplissage de l'espace entre l'élément de compression et la partie de bâtiment porteuse avec du béton préparé sur place, afin de former un élément de répartition de compression (9). L'invention concerne en outre un élément pour l'isolation thermique entre deux parties structurales, ledit élément (1) se prêtant à l'intégration après coup dans une structure existante, du fait que les éléments de compression (8) possèdent sur leur face (8a) dirigée vers la partie de bâtiment (2) un élément de répartition de compression (9) séparé, ledit élément de réparation de compression s'étendant principalement à l'extérieur du corps isolant (10) et étant constitué de béton préparé sur place.
PCT/EP2010/004388 2009-07-17 2010-07-19 Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante WO2011006674A2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP10736623.9A EP2486196B1 (fr) 2009-07-17 2010-07-19 Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009033779.2 2009-07-17
DE200910033779 DE102009033779A1 (de) 2009-07-17 2009-07-17 Verfahren und Vorrichtung zum nachträglichen Anfügen eines vorkragenden Außenteils an ein bestehendes tragendes Gebäudeteil

Publications (2)

Publication Number Publication Date
WO2011006674A2 true WO2011006674A2 (fr) 2011-01-20
WO2011006674A3 WO2011006674A3 (fr) 2012-08-30

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EP (1) EP2486196B1 (fr)
DE (1) DE102009033779A1 (fr)
WO (1) WO2011006674A2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160109315A (ko) 2015-03-11 2016-09-21 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법
KR20160110282A (ko) 2016-07-09 2016-09-21 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202013006229U1 (de) * 2013-07-11 2014-10-13 H-Bau Technik Gmbh Thermisch isolierendes Bauteil
DE102015016450A1 (de) 2015-12-21 2017-06-22 Frank Herrmann Vorrichtung zum Anschließen eines auskragenden Bauteils, insbesondere eines Balkons oder eines Vordachs, sowie ein diese Vorrichtung verwendendes Bauteil
DE202015008660U1 (de) 2015-12-21 2017-03-22 Frank Herrmann Vorrichtung zum Anschließen eines auskragenden Bauteils, insbesondere eines Balkons oder eines Vordachs, sowie ein diese Vorrichtung verwendendes Bauteils
GB2575498A (en) * 2018-07-12 2020-01-15 Blackwood Benjamin Universal concrete slab edge assembly
CN111321801B (zh) * 2018-12-14 2023-08-01 力维拓有限责任公司 建筑和用于安装在建筑的分隔缝中的热绝缘的结构元件
EP3839162B1 (fr) 2019-12-16 2024-02-21 Leviat GmbH Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8814638U1 (de) 1988-11-24 1989-02-16 Armo Gesellschaft für Bauelemente, Bau- und Wohnbedarf mbH, 4350 Recklinghausen Nachträglich anbaubarer Balkon

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19630552C2 (de) * 1996-07-18 1999-02-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE10007450A1 (de) * 2000-02-18 2001-08-30 Mea Meisinger Stahl & Kunststo Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems
DE102006032444A1 (de) * 2006-07-13 2008-01-17 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8814638U1 (de) 1988-11-24 1989-02-16 Armo Gesellschaft für Bauelemente, Bau- und Wohnbedarf mbH, 4350 Recklinghausen Nachträglich anbaubarer Balkon

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160109315A (ko) 2015-03-11 2016-09-21 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법
KR20160110282A (ko) 2016-07-09 2016-09-21 주식회사 제드건축사사무소 열교 차단형 외부통로 연결 구조체 및 그 시공방법

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Publication number Publication date
WO2011006674A3 (fr) 2012-08-30
EP2486196A2 (fr) 2012-08-15
DE102009033779A1 (de) 2011-01-20
EP2486196B1 (fr) 2015-08-26

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