EP4283068A1 - Agencement mural et procédé de fabrication d'un agencement mural - Google Patents

Agencement mural et procédé de fabrication d'un agencement mural Download PDF

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Publication number
EP4283068A1
EP4283068A1 EP22175363.5A EP22175363A EP4283068A1 EP 4283068 A1 EP4283068 A1 EP 4283068A1 EP 22175363 A EP22175363 A EP 22175363A EP 4283068 A1 EP4283068 A1 EP 4283068A1
Authority
EP
European Patent Office
Prior art keywords
wall
bricks
web
struts
support structure
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
EP22175363.5A
Other languages
German (de)
English (en)
Inventor
Michael Stegemann
Diego Velasquez
Michael Roik
Paul Evans
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 EP22175363.5A priority Critical patent/EP4283068A1/fr
Priority to AU2023203167A priority patent/AU2023203167A1/en
Publication of EP4283068A1 publication Critical patent/EP4283068A1/fr
Pending legal-status Critical Current

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls

Definitions

  • the invention relates to a wall arrangement of the type specified in the preamble of claim 1 and to a method for producing a wall arrangement.
  • the upper and lower webs are designed as sheet metal angles that are mounted on a load-bearing wall.
  • the vertical struts are then guided through the holes in the upper web and arranged in receiving pots on the lower web. Then the broken area of the wall is bricked up.
  • the invention is based on the object of creating a wall arrangement of the generic type that is easy to create. Another object of the invention is to provide a simple method for creating a wall arrangement.
  • the stiffening structure is connected to the support structure via an adjustment device, which allows adjustment of at least one web of the stiffening structure relative to the support structure in the vertical direction.
  • the adjustment device advantageously allows adjustment of at least one web of the stiffening structure in the horizontal direction.
  • a simple design results when the adjustment device comprises a first locking surface on the stiffening structure, which engages in a second locking surface on the support structure. This enables easy adjustment and secure fixation in the vertical and/or horizontal direction.
  • the lower web can be arranged, fixed and adjusted together with the struts as an assembly on the support structure. This significantly reduces the effort involved in producing the perforated area of the wall.
  • the lower web and struts can be positioned and fixed as an assembly on the supporting structure.
  • the bricks can then be positioned on the struts and connected to each other and to the struts using mortar. This makes it very easy to produce the wall on the construction site.
  • the upper web is connected to all struts via releasable connections, in particular via screw connections, which allow the position of the upper web to be adjusted relative to the struts in the longitudinal direction of the struts when producing the wall arrangement.
  • releasable connections in particular via screw connections, which allow the position of the upper web to be adjusted relative to the struts in the longitudinal direction of the struts when producing the wall arrangement.
  • the upper web is fixed to the struts via releasable connections, the arrangement of the layer of bricks arranged directly below the upper web is also simplified.
  • the upper web can be removed to arrange the layer or layers of bricks arranged immediately below the upper web or can only be arranged on the struts after this layer or layers of bricks have been arranged. This means that this layer or layers of bricks can be easily
  • At least one strut is preferably connected to at least one web via a welded connection. Particularly preferably, all struts are connected to the lower web via welded connections. This allows the lower bar to be assembled together with the struts. It can be advantageous for the struts to be connected to the upper web and to the lower web via welded connections.
  • the struts then form a dimensionally stable, force-transmitting frame with the upper and lower webs, which can be assembled as an assembly and adjusted relative to the supporting structure. In this case, the frame specifies the distance between the upper and lower webs as well as the grid in which the bricks are to be arranged and thus the distance between adjacent bricks in a layer.
  • the at least one strut ends at the upper web.
  • the at least one strut protrudes beyond the upper web.
  • the at least one strut can be one or more above Position the layers of bricks arranged on the upper web.
  • the at least one strut projects downwards beyond the lower web.
  • the at least one strut can position one or more layers of bricks arranged below the lower web.
  • the peripheral sides of the bricks, to which the recesses extend are transverse sides of the bricks in at least one layer of bricks.
  • the transverse sides of the bricks extend from one flat side of the wall to the other flat side of the wall.
  • at least one, in particular the top or the top two, layers of bricks arranged under the upper web have at least one recess, which is formed on a long side of the brick forming a flat side of the wall. This means that these bricks can be pushed laterally onto the struts and do not have to be tilted between the struts to arrange them on the struts. This means that even if there is a small distance between the upper web and the layer of bricks arranged directly below the top web, it is possible to install the bricks with the upper web fixed to the struts.
  • the support structure advantageously comprises at least one support arranged outside the wall.
  • at least one web is fixed outside the perforated area in the mortar between layers of bricks lying one above the other.
  • the support structure is at least partially formed by the area of the wall arranged outside the perforated area.
  • Each brick of the perforated area preferably has at least one recess.
  • a strut of the stiffening structure advantageously runs through each recess in a brick that is arranged in the perforated area.
  • each brick of the perforated area has two recesses.
  • the struts are preferably arranged in a uniform grid. However, in order to achieve an uneven structure of the perforated area, the distances between adjacent struts can also vary.
  • the lower web of the stiffening structure and the struts are fixed as an assembly on the support structure and adjusted at least in the vertical direction, advantageously in the vertical direction and in at least one horizontal direction relative to the support structure.
  • Bricks are then advantageously arranged on the struts.
  • the bricks are advantageously built with mortar in between.
  • the bricks are advantageously fixed to the struts using the mortar.
  • the upper web is fixed to the support structure as an assembly with the lower web and the struts of the stiffening structure. In an alternative embodiment, it is provided that the upper web is fixed to the struts after the last layer of bricks has been arranged below the upper web, in particular via screw connections.
  • Fig. 1 and Fig. 2 show a perspective view of a wall arrangement 1.
  • the wall arrangement 1 includes a wall 2.
  • the wall 2 is made of bricks 7.
  • the wall 2 includes a perforated area 3 in which openings 4 are formed between adjacent bricks 7 of a layer 8 of bricks 7.
  • the openings 4 are created by an increased distance a between adjacent bricks 7 of a layer 8 of bricks.
  • the distance a is not filled with mortar.
  • Mortar 23 is provided between sections of bricks 7 arranged directly one above the other and immediately next to one another, which is in the Fig. 1 and 2 not is shown. In Fig. 3 Mortar 23 is shown between some of the bricks 7 as an example.
  • the wall arrangement 2 includes a stiffening structure 5 for supporting the wall.
  • the stiffening structure 5 is fixed to a support structure 6.
  • the stiffening structure 5 absorbs forces acting perpendicularly on the wall 2 and transfers them into the support structure 6.
  • the stiffening structure 5 is largely covered by bricks 7 of the wall 2.
  • the wall 2 has an outer flat side 9 and an inner flat side 10.
  • the flat side 9 is the visible side of the wall 2.
  • the inner flat side 10 can face the outer wall of a building and therefore not be visible from the outside. Alternatively, it can be provided that the inner flat side 10 is also a visible side.
  • the support structure 6 is arranged adjacent to the inner flat side 10. The support structure 6 is hardly or not visible from the outer flat side 9.
  • Each brick 7 has a top 11 and a bottom 12. Each brick 7 has long sides 13 which run on one of the flat sides 9, 10 of the wall. Each brick 7 has transverse sides 14 which extend from one flat side 9 to the other flat side 10. In the perforated area 3, the transverse sides 14 delimit the openings 4.
  • the support structure 6 comprises two supports 22. A different number of supports 22 can also be provided.
  • the stiffening structure 5 is fixed to the supports 22 via adjustment devices 19.
  • the adjustment devices 19 enable the stiffening structure 5 to be adjusted relative to the support structure 6 in the vertical direction.
  • adjustment in at least one horizontal direction may also be possible.
  • the adjustment in the horizontal direction is advantageously an adjustment in the longitudinal direction of the wall 2 and/or an adjustment perpendicular to the wall 2.
  • the stiffening structure 5 comprises an upper web 16 and a lower web 17.
  • the webs 16 and 17 are designed as flat sheet metal strips. However, a different design, for example as an angle or as a profile, can also be advantageous. How Fig. 3 shows, the webs 16 and 17 are arranged in the exemplary embodiment between layers 8 of bricks 7 lying one above the other. In an alternative design, it can be provided that the webs 16 and/or 17 limit the wall 2 upwards and/or downwards. Struts 18 extend between the webs 16 and 17. In the exemplary embodiment, the struts 18 end at the webs 16 and 17. However, it can also be provided that the struts 18 extend upwards over the upper web 16 and/or over the lower web 17 are continued downward, in particular in order to position further layers 8 of bricks 7 arranged above the upper web 16 and / or below the lower web 17.
  • the struts 18 extend through layers 8 of bricks 7 lying one above the other.
  • the struts 18 are advantageously aligned vertically.
  • the struts 18 are arranged at a regular distance c from one another.
  • the distance c is preferably measured in the horizontal direction. Different distances c between adjacent struts 18 can also be advantageous.
  • the struts 18 are firmly connected to both the upper web 16 and the lower web 17.
  • the webs 16 and 17 form a dimensionally stable, fixed frame 21 with the struts 18.
  • the frame 21 is dimensioned so that it is at least suitable for absorbing the forces that act on the section of the perforated area 3 enclosed by the frame 21.
  • the webs 16 and 17 lie completely between the flat sides 9 and 10 of the wall 2 and do not protrude beyond the flat sides 9 and 10.
  • the webs 16 and 17 advantageously have a distance d from the flat sides 9 and 10, which is preferably at least partially filled with mortar 23. As a result, the webs 16 and 17 are barely visible.
  • fastening tabs 30 are formed on the webs 16 and 17, which protrude beyond the wall 2 on the inner flat side 10 and with which the stiffening structure 5 is fixed to the support structure 6.
  • the struts 18 protrude into recesses 20 of bricks 7 lying one above the other.
  • the struts 18 are arranged completely within the wall 2 between the flat sides 9 and 10. Once arranged, the recesses 20 are advantageously filled with mortar 23 so that the struts 18 in the finished wall 2 are not visible.
  • the supports 22 are designed as U-profiles in the exemplary embodiment.
  • the supports 22 are preferably made of steel.
  • a different design of the supports 22 can also be advantageous.
  • Adjacent struts 18 are at a distance c from one another. The distance c is the same for all struts 18 in the exemplary embodiment. This results in a regular pattern of bricks 7 and openings 4. Different distances c can also be advantageous.
  • the struts 18 are connected to the lower web 17 in the exemplary embodiment via welded connections 26.
  • Corresponding welded connections 26 are advantageously provided between the struts 18 and the upper web 16. This results in a stable design of the frame 21.
  • Fig. 8 shows an exemplary embodiment of one of the adjustment devices 19 in an enlarged view.
  • the further adjustment devices 19 are advantageously designed accordingly.
  • Both the lower web 17 and the upper web 16 are preferred Adjustment devices 19 provided.
  • a first locking surface 27 is formed on the support 22 and is formed by horizontally extending grid elevations.
  • the locking surface 27 is formed on a first locking plate 37 which is firmly connected to the support 22.
  • a second locking surface 28 engages in the first locking surface 27 and is connected to the fastening tab 30 in the vertical direction.
  • the second locking surface 28 is on a second locking plate 38 ( Fig. 10 ) educated.
  • a fastening screw 32 is provided, which protrudes through the second locking plate 38.
  • the fastening screw 32 is screwed into a fastening nut 33, as well Fig. 9 shows.
  • Fig. 8 schematically shown vertical elongated hole 29 is provided in the first locking surface 27 and the support 22 .
  • Fig. 9 the elongated hole 29 in the support 22 is visible.
  • the vertical elongated hole 29 enables movement of the fastening screw 32, the fastening tab 30 and the first locking plate 37 relative to the support 22 and thus an adjustment of the fastening tab 30 and the stiffening structure 5 in the vertical direction relative to the support 22.
  • the fastening tab 30 advantageously has a horizontal elongated hole 31, for example in Fig. 10 is shown.
  • the horizontal elongated hole 31 enables adjustment in the horizontal direction, namely parallel to the longitudinal direction of the wall 2.
  • the fastening tab 30 is designed in two parts.
  • the fastening tab comprises a horizontal extension 39 on the associated web 16 and an angle 40, which can be displaced relative to the horizontal extension 39 in the horizontal direction perpendicular to the plane of the wall 2 via elongated holes 41 and can be fixed by means of a fastening screw 42. This makes adjustment in the direction perpendicular to wall 2 possible.
  • the fastening tab 30 is made in one piece with the associated web 16 and is angled. There is no adjustment here in the direction perpendicular to the plane of the wall 2.
  • the elongated holes 29 and 31 as well as the Locking surfaces 27 and 28 correspond to the exemplary embodiment Fig. 10 according to the exemplary embodiment 8 and 9 .
  • the fastening tabs 30 on the upper web 16 protrude downwards in the exemplary embodiment and the fastening tabs 30 on the lower web 17 protrude upwards.
  • the frame 21 is bounded upwards by the upper web 16 and downwards by the lower web 17. No part of the stiffening structure 5 protrudes beyond the upper web 16 and the lower web 17. A different orientation of the fastening tabs 30 can also be advantageous.
  • the fastening tabs 30 in the illustrated embodiment are designed as one-piece angles.
  • the upper web 16 and the lower web 17 are at a distance b from one another.
  • the distance b can be fixed in the design if the upper web 16 is permanently connected to the struts 18.
  • the distance b is adjustable.
  • adjustable connections between the struts 18 and the upper web 16 are advantageously provided, as described below Fig. 23 is described.
  • a different design of the adjustment devices 19 can also be advantageous.
  • the Fig. 19 to 21 show the lower web 17 as an individual part before it is fixed to the struts 18.
  • the upper web 16 can advantageously be designed identically.
  • the lower web 17 has openings 36 for the struts 18. This is what it is specify the position of the struts 18 on the respective web 16, 17.
  • the struts 18 are positioned on the webs 16, 17 and then preferably welded on.
  • Fig. 22 shows an alternative version for a support structure.
  • Fig. 22 forms wall 2 ( Fig. 1 ) the supporting structure.
  • An anchoring section 34 is arranged on the upper web 16 and protrudes laterally from the perforated area 3 of the wall 2 into the area of the wall 2 in which no openings 4 are formed between adjacent bricks 7.
  • the anchoring section 34 has openings 35 into which mortar can penetrate.
  • the anchoring section 34 is fixed by the mortar in the area of the wall 2 that is not provided with openings 4. It can be provided to anchor the upper web 16 and/or the lower web 17 on one or both sides instead of on supports 22 between superimposed layers of bricks of the wall 2 by means of anchoring sections 34.
  • Fig. 23 shows an alternative embodiment for attaching the upper web 16 to the struts 18.
  • the upper web 16 is fixed to the struts 18 via screw connections 24.
  • a nut 25 is screwed onto a thread formed on the strut 18 above and below the upper web 16.
  • Fig. 24 to 26 show the design of the wall stones 7 in detail.
  • all bricks 7 that protrude into the perforated area 3 are identical.
  • Other designs of individual bricks 7, preferably individual layers 8 of bricks 7, can also be advantageous.
  • Fig. 24 shows the top 11, a long side 13 and a transverse side 14 of the brick 7.
  • Recesses 20 in the brick 7 are also clearly visible.
  • Fig. 25 shows a top view of the top 11 and Fig. 26 a side view of a long side 13.
  • two recesses 20 are provided on the opposite transverse sides 14 of the brick 7.
  • a design with only one recess 20 can also be provided.
  • the recesses 20 are open to a peripheral side of the brick that runs between the top 11 and the bottom 12.
  • the wall stone 8 can be pushed over a strut 18 over the peripheral side and there with mortar 23 ( Fig. 3 ) can be fixed. If the recesses 20 are open to opposite transverse sides 14, the brick 7 can be tilted for this purpose.
  • FIG. 25 An alternative design for the recesses 20 is shown with a dashed line.
  • the recesses 20 indicated by a dashed line open to a common long side 13 and are closed to the transverse sides 14.
  • a brick 7 can be pushed onto two struts 18 in the horizontal direction, starting from a flat side, preferably starting from the outer flat side 9. This also makes it possible to arrange bricks 7 directly below the upper web 16.
  • the recesses 20, which open onto the transverse sides 14, mean that the long sides 13 are designed to be continuously closed. This results in an attractive exterior of the wall 2 in the perforated area 3.
  • the wall 2 To produce the wall 2, it is initially provided to mount at least the lower web 17 and the struts 18, which are firmly connected to the lower web 17, on the support structure 6 and opposite the support structure and possibly opposite below the Lower web 17 arranged layers 8 of wall stones 7 to adjust.
  • the upper web 16 forms a dimensionally stable frame 21 with the lower web 17 and the struts 18 and the entire frame 21 is mounted and adjusted on the support structure 6.
  • the upper web 16 is only installed when the layer 8 of bricks 7 arranged immediately below the upper web 16 has been bricked. If one or more layers 8 of bricks 7 are provided below the lower web 17, as in the exemplary embodiment, this lowest layer 8 or these lowest layers 8 of bricks 7 are preferably created first.
  • This layer or layers 8 of bricks 7 arranged below the lower web 17 can have openings 4. However, it can also be provided that this layer or layers 8 of bricks 7 are made without openings 4.
  • the bricks 7 are positioned in layers in the grid provided by the struts 18 and fixed using mortar 23. If both recesses 20 extend to the transverse sides 14 of the bricks 7, the bricks 7 can be tilted for arrangement on the struts 18.
  • a further section of the wall 2 can be created above the upper web 16, whereby this further section of the wall 2 can have openings 4 or can be created without openings 4.
  • the upper web 16 is positioned and fixed on the struts 18.
  • the upper web 16 is advantageously connected via detachable connections, for example via the in Fig. 23 screw connections 24 shown, connected to the struts 18.
  • a connection via welded connections 26 can also be advantageous.
  • the upper web 16 is adjusted relative to the support structure 6 and connected to it.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
EP22175363.5A 2022-05-25 2022-05-25 Agencement mural et procédé de fabrication d'un agencement mural Pending EP4283068A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP22175363.5A EP4283068A1 (fr) 2022-05-25 2022-05-25 Agencement mural et procédé de fabrication d'un agencement mural
AU2023203167A AU2023203167A1 (en) 2022-05-25 2023-05-19 Wall assembly and method for producing a wall assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP22175363.5A EP4283068A1 (fr) 2022-05-25 2022-05-25 Agencement mural et procédé de fabrication d'un agencement mural

Publications (1)

Publication Number Publication Date
EP4283068A1 true EP4283068A1 (fr) 2023-11-29

Family

ID=81850141

Family Applications (1)

Application Number Title Priority Date Filing Date
EP22175363.5A Pending EP4283068A1 (fr) 2022-05-25 2022-05-25 Agencement mural et procédé de fabrication d'un agencement mural

Country Status (2)

Country Link
EP (1) EP4283068A1 (fr)
AU (1) AU2023203167A1 (fr)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090009004U (ko) * 2008-03-04 2009-09-09 주식회사 동국세라믹 내진설계용 조적벽체를 시공하기 위한 베이스 브라켓
KR20140005726U (ko) * 2013-04-30 2014-11-07 윤기원 조립식 단열벽
KR102000400B1 (ko) 2018-08-07 2019-07-15 키움건설 주식회사 빗장걸기 방식이 적용되는 투시형 벽돌벽 및 그 시공방법

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090009004U (ko) * 2008-03-04 2009-09-09 주식회사 동국세라믹 내진설계용 조적벽체를 시공하기 위한 베이스 브라켓
KR20140005726U (ko) * 2013-04-30 2014-11-07 윤기원 조립식 단열벽
KR102000400B1 (ko) 2018-08-07 2019-07-15 키움건설 주식회사 빗장걸기 방식이 적용되는 투시형 벽돌벽 및 그 시공방법

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Publication number Publication date
AU2023203167A1 (en) 2023-12-14

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