EP3792415A1 - Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement - Google Patents

Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement Download PDF

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Publication number
EP3792415A1
EP3792415A1 EP19197341.1A EP19197341A EP3792415A1 EP 3792415 A1 EP3792415 A1 EP 3792415A1 EP 19197341 A EP19197341 A EP 19197341A EP 3792415 A1 EP3792415 A1 EP 3792415A1
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EP
European Patent Office
Prior art keywords
profile
connection system
plate
component
receiving pocket
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.)
Withdrawn
Application number
EP19197341.1A
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German (de)
English (en)
Inventor
Alfred Iseli
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Individual
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Individual
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Publication date
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Priority to EP19197341.1A priority Critical patent/EP3792415A1/fr
Publication of EP3792415A1 publication Critical patent/EP3792415A1/fr
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/6187—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means on top and/or bottom surfaces of the slabs
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails

Definitions

  • the invention relates to a connection system according to the preamble of claim 1 and a quick-assembly system with a corresponding connection system.
  • Rapid construction systems are used for erecting buildings, in particular prefabricated houses, inter alia.
  • Such rapid construction systems can be used both in solid construction and in lightweight construction.
  • Quick construction systems for prefabricated houses are characterized by the fact that individual components, for example exterior and interior walls, ceilings, roofs or parts thereof, are prefabricated and then assembled at the relevant construction sites. These components are prefabricated as part of a factory production. The mechanical pre-production enables the components to be manufactured with high precision. The planned building can then be quickly assembled on site using the structural elements.
  • Rapid construction systems can also be designed as modular systems. Rapid construction systems are known which enable walls, floors or roofs to be erected using plug-in sub-elements according to a feather key and groove principle and which are easier to assemble than conventional rapid construction systems.
  • the known quick construction system provides, as a connecting element of two walls, for example, one on top of the other, to provide the walls with a groove at their joint.
  • a connecting wall with a small width that can be inserted into the grooves in the walls serves as a feather key.
  • the two walls are therefore connected to one another via the smaller partition, which is designed as a feather key.
  • Such wall elements have a circumferential groove so that further elements can be connected to the wall element and the building can thereby be built up.
  • the invention is based on the object of creating a connection system for a rapid construction system which enables a simple connection between two assemblies.
  • Another object of the invention is to create a quick-assembly system that enables simple assembly.
  • the at least one profile beam is designed as a double T-beam or as an I-beam.
  • Of the Profile support includes two receiving pockets. A plate is arranged in the first receiving pocket of the profile support. The second receiving pocket of the profile support is designed to receive a further component.
  • the profile beam designed as a double T-beam, enables two panels to be connected to one another in a simple manner.
  • the profile carrier consequently serves as a connecting element of a component with another component.
  • a corresponding profiled support can be fastened on a high front side of the component via its first receiving pocket and a further component can be inserted into the second receiving pocket of the profiled support.
  • any number and arrangement of components can be connected to one another via the profile support.
  • the profile support guides the components in the longitudinal direction of the profile support and supports them against each other against transverse forces.
  • a commercially available double T-beam is used as the profile beam.
  • Such a profile support is comparatively inexpensive and has a high availability on the market.
  • the use of partition walls as a tongue and the design of grooves on the main walls can be avoided.
  • the profile support is preferably formed from a first belt, a second belt and a plate-shaped web lying in the longitudinal plane of the profile support.
  • the first strap and the second strap are advantageously connected to one another via the plate-shaped web.
  • This structure of the profile beam corresponds to the classic double T-beam and is therefore inexpensive and is characterized by high availability on the market.
  • connection system preferably comprises a further component, wherein the further component is advantageously arranged in the second receiving pocket of the profile carrier.
  • the connection system can be easily expanded.
  • the component is mounted on the profile support and another component is mounted on the other side of the profile support. This connection system can then in turn be attached to another connection system via a further profile support.
  • the component and / or the further component is preferably in contact with the web of the profile carrier. Accordingly, the profile carrier with its first receiving pocket rests on the component in such a way that the web of the profile carrier lies on the end face of the component and the further component in turn rests on the web in the second receiving pocket of the profile carrier.
  • This enables a direct transmission of force between the component, web of the profile support and another component. Because the weight forces are transmitted between the components via the web of the profile beam, essentially only compressive forces arise. This means that very high loads can be transmitted through the profile girder.
  • the profile support is designed in particular such that the component and / or the further component are guided through the belts of the profile support in the direction perpendicular to the longitudinal plane of the profile support. Accordingly, transverse forces can also be transmitted between the components via the profile support. As a result, the connection system has a high level of static stability.
  • the component preferably protrudes from the first receiving pocket.
  • the further component protrudes in particular from the second receiving pocket.
  • the further component is preferably an end beam or a second plate.
  • the end beam can be used, for example, to close off the quick construction system from the floor. Accordingly, the end beam is positioned flat on the floor, for example a floor plate. Then a corresponding one is placed on the end beam of the profile beam and on the second receiving pocket of the profile beam Component set.
  • Another profile support and, for example, another end beam can be placed on the structural element, provided that an end element is to be mounted opposite a ceiling, for example.
  • first receiving pocket and the second receiving pocket are arranged opposite one another with respect to the longitudinal plane of the profile carrier. This enables a direct transmission of force from the component to the further component.
  • first strap and the second strap each have an upper leg and a lower leg. In each case the upper leg and the lower leg of a belt are arranged opposite one another symmetrically with respect to the longitudinal plane of the profile support and are oriented perpendicular to the longitudinal plane.
  • first receiving pocket is formed by the two upper legs and by the web of the profile carrier.
  • the second receiving pocket is formed in particular by the two lower legs and by the web of the profile support.
  • the receiving pockets have a rectangular geometry, which enables simple assembly of the connection system.
  • the web of the profile beam is preferably an OSB panel.
  • the two straps of the profile beam are made in particular of high-strength plywood.
  • the high-strength plywood panels are characterized by their high stability and are particularly suitable for load-bearing and loaded structures.
  • connection system comprises at least one parallel plate, in particular two parallel plates, which is arranged together with the component in the first receiving pocket of the profile carrier.
  • the first plate and / or the second plate is a composite plate, in particular a honeycomb composite plate or a sandwich honeycomb composite plate.
  • the honeycomb composite panel consists of two cover panels and a honeycomb, which is arranged between the two cover panels.
  • the sandwich honeycomb composite panels consist of two cover plates, an intermediate plate and two honeycombs, with cover plate, honeycomb, intermediate plate, honeycomb and cover plate being arranged alternately.
  • the rapid construction system comprises at least one connection system.
  • the quick-assembly system preferably comprises at least one further profile carrier, the quick-assembly system in particular comprising an additional component arranged on the second receiving pocket of the further profile carrier.
  • the further profile support is preferably arranged on the first plate of the connection system.
  • the profile girder in connection with the structural elements enables a high degree of modularity in the rapid construction system.
  • the profile carrier assumes the function of an adapter piece or a connecting element.
  • the profile girder can be used to connect panels at the joint or a panel with an end beam.
  • the end beam can be used as a support beam of the connection system opposite the floor or, for example, at the upper end of a quick-build system as a support beam for a ceiling.
  • the essential advantage is that only one type of plate is used and a second construction of narrower intermediate plates, which serve as a tongue in a tongue and groove connection, can be avoided.
  • the profile support can then be used as a connecting element of the two panels.
  • Pre-assembly of the quick assembly system is also possible.
  • entire walls, ceilings or roofs can be preassembled in the manufacturing factory and transported as a unit to the construction site of the building and used there.
  • Fig. 1 an embodiment of the rapid construction system according to the invention is shown.
  • the quick-assembly system 1 comprises at least one connection system 2 according to the invention.
  • the connection system 2 forms a module of the quick-assembly system 1.
  • connection systems 2 in particular designed in different designs, can be combined and connected to one another in different arrangements and form a quick-assembly system 1.
  • a quick construction system in the sense of this application is not limited to an outer or inner wall of a building, but includes any type of building structure that can be created from the connection system 2 according to the invention, such as walls, floors, ceilings or roofs.
  • connection system 2 The individual components of a connection system 2 are prefabricated by machine and assembled on site at the construction site.
  • the machine prefabrication of the individual components of a connection system 2 enables a high degree of precision in terms of size and quality to be achieved.
  • the building to be erected can be erected within a short time thanks to the prefabricated parts.
  • a single connection system 2 comprises a component 5, which is designed as a plate 3, and at least one profile support 6.
  • the profile support 6 is designed as a double T-beam or as an I-beam.
  • the profile carrier 6 comprises two receiving pockets 8, 9, a first receiving pocket 8 and a second receiving pocket 9.
  • the component 5 is arranged in the first receiving pocket 8 of the profile carrier 6. One end of the component 5 rests against the first receiving pocket 8 of the profile support 6, and its other end protrudes from the receiving pocket 8.
  • the second receiving pocket 9 of the profile carrier 6 can be covered with a further component 20.
  • the further component 20 is designed as an end bar 21.
  • the end bar 21 rests on the floor 30 and here forms a lower end of the connection system 2 and the quick-build system 1.
  • the profile support 6 forms the connecting link between the component 5 and the further component 20.
  • the end bar 21 lies in the second receiving pocket 9 of the profile support 6.
  • the end bar 21 also protrudes from the second receiving pocket 9, so that the profile support 6 is not in contact with the floor 30.
  • the further component 20 can also be designed as a plate 3 instead of the end bar 21.
  • a further profile support 23 is shown, which is arranged on the upper side of the component 5, that is to say on the side facing away from the first profile support 6.
  • the further profile carrier 23 is structurally identical to the profile carrier 6 and thus also comprises two receiving pockets 8, 9.
  • the further profiled carrier 23 is arranged on the component 5 via its first receiving pocket 8.
  • the second receiving pocket 9 of the further profile support 23 is not occupied, but can be equipped with an additional component 24 ( Fig. 5 ) are occupied.
  • the component 5 is designed as a plate 3.
  • the further component 20 and the additional component 24 are each designed either as a plate 3 or as an end beam 21.
  • the further profile support 23 extends in a longitudinal direction 18 and has a longitudinal plane 7 in which the longitudinal direction 18 is contained.
  • the longitudinal plane 7 forms a plane of symmetry of the further profile carrier 23.
  • Both the longitudinal plane 7 and the longitudinal direction 18 are indicated schematically by a dashed line.
  • the profile support 6 also has such a plane and such a longitudinal direction.
  • the component 5 and the further component 20 also extend in the longitudinal direction 18.
  • connection system 2 which comprises the component 5 as a plate 3, the profile support 6 and the further component 20, which is designed as an end beam 21.
  • the plate 3 is designed as a composite plate, in particular as a honeycomb composite plate 15.
  • the honeycomb composite panel 15 is formed from two cover plates 16, 16 'and a honeycomb 17 arranged between the two cover plates 16, 16'.
  • the honeycomb 17 consists of corrugated cardboard, which is preferably coated with a mineral coating. As a result, the honeycomb can be used as an insulation material and at the same time be statically loaded.
  • OSB three-layer panels, bamboo panels or, for example, plywood panels can be used for the cover panels 16, 16 '; in an alternative embodiment, other panels can also be expedient.
  • Composite panels with cover panels made of cement or gypsum fiber, magnesium oxide or the like can also be used as fire protection-proof composite panels.
  • the profile support 6 is formed from a web 12 and a first belt 10 and a second belt 11.
  • the longitudinal plane 7 of the profile carrier 6 lies in the web 12.
  • the web 12 and the straps 10, 11 extend in the longitudinal direction 18 of the profile carrier 6 the straps 10, 11 arranged.
  • the straps 10, 11 are oriented perpendicular to the web 12 and thus also perpendicular to the longitudinal plane 7.
  • Each of the two belts 10, 11 has an upper leg 13, 13 'and a lower leg 14, 14'.
  • the upper legs 13, 13 ′ are connected to one another via an upper side 26 of the web 12.
  • the upper leg 13 of the first strap 10 and the upper leg 13 'of the second strap 11 form the first receiving pocket 8 with the top 26 of the web 12.
  • the upper legs 13, 13 ′ are designed symmetrically with respect to the longitudinal plane 7 with respect to the lower legs 14, 14 ′.
  • the web 12 of the profile support 6 is preferably an OSB panel.
  • the two belts 10, 11 of the profile support 6 are formed in particular from high-strength plywood. In an alternative embodiment, it can be expedient to provide other materials for the profile support 6.
  • the receiving pockets 8, 9 have a common width b, which corresponds to the distance between the first belt 10 and the second belt 11.
  • the receiving pockets 8, 9 have a height c that corresponds to the maximum distance measured perpendicular to the longitudinal plane 7 between one of the upper legs 13, 13 'and the top 26 of the web 12 or between one of the lower legs 14, 14' and the Underside 27 of the web 12 corresponds.
  • the plate 3 has a width a measured perpendicular to the plate plane 19.
  • the plate 3 has a height f measured parallel to the plate plane 19 and perpendicular to the longitudinal plane.
  • the plate plane 19 is arranged in the center of the plate 3 and, in the assembled state of the connection system 2, is arranged perpendicular to the longitudinal plane 7 of the profile support 6.
  • the width d of the end bar 21 is shown as well as the height e of the end bar 21.
  • the width a of the plate 3 is smaller than the width b of the first receiving pocket 8.
  • the width d of the end bar is smaller than the width b of the second receiving pocket 9 in order to be able to mount the end bar 21 in one of the receiving pockets 8, 9. Furthermore, the height e of the end bar 21 and the height f of the plate 3 are greater than the height c of the receiving pockets 8, 9.
  • the width d of the end bar 21 is preferably between 35 and 290 mm, in particular between 35 and 145 mm. In a preferred embodiment, the width d of the end bar 21 is in particular 38 mm, preferably 64 mm, preferably 89 mm, advantageously 140 mm.
  • the height e of the end bar 21 is preferably between 15 and 140 mm, advantageously between 15 and 90 mm. In a preferred embodiment, the height e of the end bar 21 is preferably 19 mm, in particular 38 mm.
  • the width b of the receiving pockets 8, 9 of the profile support is designed such that the component 5 and the further component 21 are arranged with little play in the receiving pockets.
  • the game is preferably a total of approximately 2 mm. The dimensions given correspond to the standard dimensions for timber.
  • the width a of the plate 3 preferably corresponds to the width d of the end beam 21.
  • the honeycomb composite plate preferably has a width a of 89 mm.
  • the honeycomb 17 preferably has a width of 65 mm, and the cover plates 16, 16 'each have a width of, in particular, 12 mm.
  • the honeycomb 17 preferably has a width of 59 mm, and the cover panels 16, 16 ′ each have a width of, in particular, 15 mm.
  • a quick-assembly system 1 with two connection systems 2 arranged one above the other is shown.
  • the lower connection system 2 comprises the end beam 21 arranged on the floor 30, the profile support 6 and a structural element 5 which is designed as a plate 3 or as a honeycomb composite plate 31.
  • the profile support 6 is arranged on the end beam 21 and the honeycomb composite plate 31 in turn on the profile support 6.
  • the honeycomb composite plate 31 and the end beam 21 are screwed to the profile support 6 by means of screws 35.
  • the screws 35 are aligned perpendicular to the plate plane 19 in their longitudinal direction.
  • the component 5 and the further component 20 can also be attached to the profile carrier 6, for example by means of nails, staples or by gluing. If the connection system 2 or the rapid construction system 1 is to be designed for maximum load-bearing capacity, for example against earthquakes, hurricanes or the like, then the component 5 and the further component 20 are to be glued to the profile carrier 6.
  • the upper connection system 2 is arranged on the honeycomb composite panel 31.
  • the upper connection system 2 comprises a further profile support 23 and a further plate 22, which is designed as a honeycomb composite plate 31.
  • the further profile support 23 of the upper connection system 2 is arranged via its first receiving pocket 8.
  • the further plate 22 is arranged in the second receiving pocket 9.
  • the further plate 22 is fastened to the further profile carrier 23 and the further profile carrier 23 to the plate 3 of the lower connection system 2 by means of screws 35.
  • vertically extending profile supports 6 are shown, which the honeycomb composite panels 31 are shown with their vertically extending end faces, that is to say the sides of the honeycomb composite panels 31 which are oriented perpendicular to the floor 30. In this way, the honeycomb composite panels 31 can be connected to further components on all end faces.
  • Fig. 6 an embodiment of the rapid construction system 1 according to the invention is shown, in which a parallel plate 4 is arranged next to the component 5.
  • This combination of panels 3 and parallel panels 4 are referred to as multilayer composite panels 33.
  • Both the component 5, that is to say the plate 3, and the parallel plate 4 are preferably designed as honeycomb composite plates 31.
  • the parallel plate 4 and the plate 3 can also be designed in different ways.
  • the parallel plate 4 can be designed as a fire protection element or the like.
  • the parallel plate 4 can consist, for example, of steel or be designed as a cement plate, in particular as a cement fiber plate.
  • the parallel plate 4 and the component 5 are arranged parallel to one another and received in the first receiving pocket 8 of the profile support 6.
  • the profile support 6 is connected to the floor 30 via the second receiving pocket 9 on the end beam 21.
  • the parallel plate 4 has a height g measured parallel to the plate plane 19 and perpendicular to the longitudinal plane 7. In the preferred exemplary embodiment, however, the height g of the parallel plate 4 is different from the height f of the component 5, that is to say of the plate 3. However, these are only the plates with which the rapid construction system 1 begins or ends.
  • the height g of the parallel plate 4 corresponds approximately to 50% of the height g of the plate 3. In an alternative exemplary embodiment, however, the height g of the parallel plate 4 can also be greater than the height f of the plate 3.
  • the heights g, f of the plate 3 and the parallel plate 4 differ preferably by 30 to 70% of the maximum plate height.
  • a further parallel plate 4 ' is arranged on the parallel plate 4.
  • the one crossbar 25 ' runs directly on the joint Outer sides of the parallel plates 4, 4 ', while the other crossbar 25 is arranged on the outer side of the plate 3 parallel to the joint of the parallel plates 4, 4'.
  • the two transverse slats 25, 25 ' are attached to the plate 3 or to the parallel plates 4, 4' by means of screws 35. At least one of the two screw connections engages both in the plate 3 and in the parallel plate 4, 4.
  • the same construction is also to be provided at the joint of the plate 3 and the further plate 22, as well as in the case of all other joints. Should plate 3 and parallel plate 4 nevertheless end together at the same height f, g, a screw connection that runs diagonally to the plane of the plate 19 should preferably be selected ( Fig. 9 ).
  • FIG. 4 Another embodiment of the invention of the rapid construction system 1 is shown, which differs from that in Fig. 5
  • the exemplary embodiment shown only differs in that the component 5 and the further component 20 are formed from sandwich honeycomb composite panels 32.
  • the sandwich honeycomb composite plate 32 consists of two cover plates 16, 16 'arranged parallel to the plate plane 19, an intermediate plate 34 arranged parallel to the plate plane 19 and two honeycombs 17, 17'.
  • the sandwich honeycomb composite panel 32 is composed in the order of cover plate 16, honeycomb 17, intermediate plate 34, honeycomb 17 ', cover plate 16'.
  • the width b of the receiving pockets 8, 9 of the profile support 6 is to be adapted to the width d of the end beam 21 and the width a of the plate 3. If a plate 3 and a parallel plate 4 are inserted into the profile support 6, the width b of the receiving pocket 8, 9 of the profile support 6 must be adapted to the width a of the plate 3 and the width of the parallel plate 4.
  • a rapid construction system 1 according to the invention is shown, which is designed as a building wall.
  • the end beam 21 is fastened to the floor 30, which is formed, for example, by a floor plate.
  • the profile carrier 6 is arranged on this end beam 21 via its first receiving pocket 8.
  • a plurality of honeycomb composite panels 31 are arranged.
  • the quick construction system 1 comprises a window 41.
  • the window 41 is formed from a window pane 39 and from four window bars 40.
  • the window pane 39 is framed by the four window bars 40. In terms of their height and their width, the window bars 40 have the same dimensions as the end bars 21.
  • the window pane 39 can be inserted into the receiving pockets 8, 9 of the profile supports 6 via the window bars 40.
  • the window 41 is framed by profile beams 6.
  • the profile supports 6 and the window bars 40 are mitred.
  • the window 41 and the honeycomb composite panel 31 arranged below the window 41 are connected in the horizontal direction to the lateral honeycomb composite panels 31 via the profile supports 6.
  • the lateral honeycomb composite panels are only connected to the transverse battens 25 here, for example. However, it can also be expedient to use the profile supports 6 instead of the transverse slats 25.
  • a shortened honeycomb composite panel 31 is arranged below the window 41. On this honeycomb composite panel 31, a profile support 6 and an end beam 21 are arranged on it.
  • the window 41 is placed on this end beam 21 via the profile support 6.
  • the window 41 closes at the top with the lateral honeycomb composite panels 31 at the same height and forms with them a common support surface on which the profile supports 6 are arranged.
  • the end beam 21, which can be used here, for example, to accommodate a ceiling, not shown, is in turn fastened to these profile supports 6.
  • various assemblies can be integrated into the rapid construction system 1 according to the invention. Such assemblies can, for example, be different types of windows, doors and the like.
  • FIG. 9 and 10 further exemplary embodiments according to the invention are shown in which several rapid construction systems 1 are combined. So are in Fig. 9 Between three vertically oriented rapid construction systems 1, two horizontally oriented rapid construction systems 1 are designed as ceilings 36.
  • the rapid construction systems 1 are formed by means of multilayer composite panels 33.
  • the ceilings 36 are each on an end beam 21 supported against a vertically oriented multilayer composite panel 33.
  • multilayer composite panels 33 of the ceiling 36 are connected to the profile girders 6 in a manner analogous to the vertical walls.
  • connection system 2 and the quick-assembly systems 1 can be combined with one another in any form as required and taking into account the respective requirements.
  • two structural elements here two multilayer composite panels 33
  • An adhesive joint 42 which has a width h, is formed between the two multilayer composite panels 33.
  • the width h of the adhesive joint is preferably between 2 and 12 mm, in particular between 6 and 10 mm.
  • a polyurethane adhesive is preferably used as the adhesive. It can also be useful to use other adhesives.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP19197341.1A 2019-09-13 2019-09-13 Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement Withdrawn EP3792415A1 (fr)

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Application Number Priority Date Filing Date Title
EP19197341.1A EP3792415A1 (fr) 2019-09-13 2019-09-13 Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19197341.1A EP3792415A1 (fr) 2019-09-13 2019-09-13 Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement

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EP3792415A1 true EP3792415A1 (fr) 2021-03-17

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EP19197341.1A Withdrawn EP3792415A1 (fr) 2019-09-13 2019-09-13 Système de raccordement permettant de monter un système de construction rapide, système de construction rapide doté d'un tel système de raccordement

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117868355A (zh) * 2024-02-21 2024-04-12 烟台德通节能环保科技有限公司 一种插接墙体模块及装配式墙体

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20007290U1 (de) * 2000-03-15 2000-11-02 Bornebusch, Christoph, 86744 Hainsfarth Gebäude aus fabrikmäßig vorgefertigten Bauelementen
DE202004020808U1 (de) * 2003-02-27 2006-02-02 IsoBouw Dämmtechnik GmbH Wand- oder Dachelement
DE102009045934A1 (de) * 2009-10-22 2011-04-28 Greiner Tool.Tec Gmbh Profilsystem, Extrusionswerkzeug zur Herstellung des Profilsystems und Verfahren zur Herstellung des Profilsystems
EP2933393A1 (fr) * 2014-04-17 2015-10-21 Ecocell AG Système de paroi ou de plafond pour bâtiment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20007290U1 (de) * 2000-03-15 2000-11-02 Bornebusch, Christoph, 86744 Hainsfarth Gebäude aus fabrikmäßig vorgefertigten Bauelementen
DE202004020808U1 (de) * 2003-02-27 2006-02-02 IsoBouw Dämmtechnik GmbH Wand- oder Dachelement
DE102009045934A1 (de) * 2009-10-22 2011-04-28 Greiner Tool.Tec Gmbh Profilsystem, Extrusionswerkzeug zur Herstellung des Profilsystems und Verfahren zur Herstellung des Profilsystems
EP2933393A1 (fr) * 2014-04-17 2015-10-21 Ecocell AG Système de paroi ou de plafond pour bâtiment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117868355A (zh) * 2024-02-21 2024-04-12 烟台德通节能环保科技有限公司 一种插接墙体模块及装配式墙体

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