EP3792415A1 - Connection system for mounting a quick construction system, quick construction system with such a connection system - Google Patents
Connection system for mounting a quick construction system, quick construction system with such a connection system Download PDFInfo
- 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
- Authority
- 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- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 54
- 239000002131 composite material Substances 0.000 claims description 48
- 239000011120 plywood Substances 0.000 claims description 5
- 241000264877 Hippospongia communis Species 0.000 description 44
- 239000000853 adhesive Substances 0.000 description 6
- 230000001070 adhesive effect Effects 0.000 description 6
- 239000004568 cement Substances 0.000 description 6
- 210000003746 feather Anatomy 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000009365 direct transmission Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 101100498160 Mus musculus Dach1 gene Proteins 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000395 magnesium oxide Substances 0.000 description 1
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 1
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
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
- E04B1/02—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.
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)
Abstract
Die Erfindung betrifft ein Verbindungssystem zur Montage eines Schnellbausystems, wobei das Verbindungssystem ein als Platte (3) ausgebildetes Bauelement (5) und mindestens einen Profilträger (6) mit einer Längsebene (7) umfasst. Der mindestens eine Profilträger (6) ist als Doppel-T-Träger ausgebildet und umfasst zwei Aufnahmetaschen (8, 9). In einer ersten Aufnahmetasche (8) der zwei Aufnahmetaschen (8, 9) des Profilträgers (6) ist das Bauelement (5) angeordnet. Eine zweite Aufnahmetasche (9) der zwei Aufnahmetaschen (8, 9) des Profilträgers (6) ist zur Aufnahme eines weiteren Bauelementes (20) ausgebildet.The invention relates to a connection system for assembling a rapid construction system, the connection system comprising a component (5) designed as a plate (3) and at least one profile support (6) with a longitudinal plane (7). The at least one profile beam (6) is designed as a double-T beam and comprises two receiving pockets (8, 9). The component (5) is arranged in a first receiving pocket (8) of the two receiving pockets (8, 9) of the profile support (6). A second receiving pocket (9) of the two receiving pockets (8, 9) of the profile support (6) is designed to receive a further component (20).
Description
Die Erfindung betrifft ein Verbindungssystem gemäß dem Oberbegriff des Anspruchs 1 und ein Schnellbausystem mit einem entsprechenden Verbindungssystem.The invention relates to a connection system according to the preamble of
Es ist bekannt, dass zum Errichten von Gebäuden, insbesondere von Fertighäusern u. a. Schnellbausysteme zum Einsatz kommen. Derartige Schnellbausysteme können sowohl in der Massivbauweise als auch in der Leichtbauweise verwendet werden. Schnellbausysteme für Fertighäuser zeichnen sich dadurch aus, dass einzelne Bauelemente, beispielsweise Außen- und Innenwände, Decken, Dächer oder Teile davon vorgefertigt werden und anschließend an den entsprechenden Baustellen montiert werden. Diese Bauelemente werden im Rahmen einer Fabrikfertigung vorgefertigt. Durch die maschinelle Vorproduktion können die Bauelemente mit hoher Präzision gefertigt werden. Anschließend kann das geplante Gebäude aus den Bauelementen auf schnelle Weise vor Ort montiert werden.It is known that for erecting buildings, in particular prefabricated houses, inter alia. Rapid construction systems are used. 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.
Derartige Schnellbausysteme können auch als modulare Systeme ausgeführt sein. Es sind Schnellbausysteme bekannt, die das Errichten von Wänden, Böden oder Dächern durch steckbare Teilelemente nach einem Passfeder-Nut-Prinzip ermöglichen und gegenüber herkömmlichen Schnellbausystemen einfacher zu montieren sind. Das bekannte Schnellbausystem sieht vor, als Verbindungselement zweier beispielsweise aufeinander gesteckter Wände die Wände an ihrem Stoß mit jeweils einer Nut zu versehen. Als Passfeder dient eine Verbindungswand mit einer geringen Breite, die in die Nuten der Wände steckbar ist. Die beiden Wände werden also über die als Passfeder ausgebildete kleinere Zwischenwand miteinander verbunden. Derartige Wandelemente weisen eine rund umlaufende Nut auf, so dass weitere Elemente an das Wandelement angeschlossen werden können und dadurch das Gebäude aufgebaut werden kann.Such 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.
Nachteil eines derartigen Passfeder-Nut-Verbindungssystems besteht darin, dass zwei Arten von Wänden hergestellt werden müssen, nämlich die Hauptwände zum einen und die Zwischenwände als Passfeder zum anderen. Ein weiterer Nachteil besteht darin, dass die Hauptwände mit umlaufenden Nuten versehen werden müssen, und damit auch gegenüber den Zwischenwänden einer aufwendigeren Fertigung unterliegen.The disadvantage of such a keyway connection system is that two types of walls have to be produced, namely the main walls on the one hand and the partition walls as a feather key on the other. Another disadvantage is that the main walls have to be provided with circumferential grooves and are therefore also subject to a more complex production compared to the intermediate walls.
Der Erfindung liegt die Aufgabe zugrunde, ein Verbindungssystem für ein Schnellbausystem zu schaffen, welches eine einfache Verbindung zwischen zwei Baugruppen ermöglicht.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.
Diese Aufgabe wird durch ein Verbindungssystem mit den Merkmalen des Anspruchs 1 gelöst.This object is achieved by a connection system with the features of
Der Erfindung liegt eine weitere Aufgabe zugrunde, ein Schnellbausystem zu schaffen, das eine einfache Montage ermöglicht.Another object of the invention is to create a quick-assembly system that enables simple assembly.
Die Aufgabe wird durch ein Schnellbausystem mit den Merkmalen des Anspruchs 14 gelöst.The object is achieved by a rapid construction system with the features of
Das erfindungsgemäße Verbindungssystem zur Montage eines Schnellbausystems umfasst ein als Platte ausgebildetes Bauelement und mindestens einen Profilträger. Der mindestens eine Profilträger ist als Doppel-T-Träger bzw. als I-Träger ausgebildet. Der Profilträger umfasst zwei Aufnahmetaschen. In der ersten Aufnahmetasche des Profilträgers ist eine Platte angeordnet. Die zweite Aufnahmetasche des Profilträgers ist zur Aufnahme eines weiteren Bauelementes ausgebildet.The connection system according to the invention for the assembly of a rapid construction system comprises a component designed as a plate and at least one profile support. 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.
Der als Doppel-T-Träger ausgebildete Profilträger ermöglicht, zwei Platten auf einfache Weise miteinander zu verbinden. Der Profilträger dient folglich als Verbindungselement eines Bauelementes mit einem weiteren Bauelement. So kann auf einer Stirnhochseite des Bauelementes ein entsprechender Profilträger über dessen erste Aufnahmetasche befestigt werden und ein weiteres Bauelement in die zweite Aufnahmetasche des Profilträgers eingesetzt werden. So können in beliebiger Anzahl und Anordnung Bauelemente über den Profilträger miteinander verbunden werden. Dabei führt der Profilträger die Bauelemente in Längsrichtung des Profilträgers und stützt diese gegen wirkende Querkräfte zueinander ab. Als Profilträger wird ein handelsüblicher Doppel-T-Träger eingesetzt. Ein derartiger Profilträger ist vergleichsweise kostengünstig und besitzt eine hohe Verfügbarkeit am Markt. Die Verwendung von Zwischenwänden als Feder sowie die Ausgestaltung von Nuten an den Hauptwänden kann vermieden werden.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. In this way, 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. In this way, 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.
Der Profilträger ist vorzugsweise aus einem ersten Gurt, einem zweiten Gurt und einem in der Längsebene des Profilträgers liegenden plattenförmigen Steg ausgebildet. Der erste Gurt und der zweite Gurt sind vorteilhaft über den plattenförmigen Steg miteinander verbunden. Dieser Aufbau des Profilträgers entspricht dem klassischen Doppel-T-Träger und ist somit kostengünstig und zeichnet sich durch eine hohe Verfügbarkeit am Markt aus.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.
Das Verbindungssystem umfasst vorzugsweise ein weiteres Bauelement, wobei das weitere Bauelement vorteilhaft in der zweiten Aufnahmetasche des Profilträgers angeordnet ist. So kann das Verbindungssystem auf einfache Weise erweitert werden. Auf den Profilträger wird das Bauelement montiert und auf die andere Seite des Profilträgers wieder ein weiteres Bauelement. Dieses Verbindungssystem kann dann wiederum auf ein anderes Verbindungssystem über einen weiteren Profilträger befestigt werden.The connection system preferably comprises a further component, wherein the further component is advantageously arranged in the second receiving pocket of the profile carrier. In this way, 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.
In montierter Stellung des Verbindungssystems liegt das Bauelement und/oder das weitere Bauelement vorzugsweise an dem Steg des Profilträgers an. Demnach liegt der Profilträger mit seiner ersten Aufnahmetasche derart auf dem Bauelement auf, dass der Steg des Profilträgers auf der Stirnseite des Bauelementes liegt und das weitere Bauelement wiederum in der zweiten Aufnahmetasche des Profilträgers am Steg anliegt. Dadurch wird eine direkte Kraftübertragung zwischen Bauelement, Steg des Profilträgers und weiterem Bauelement ermöglicht. Dadurch, dass die Gewichtskräfte zwischen den Bauelementen über den Steg des Profilträgers übertragen werden, entstehen im Wesentlichen nur Druckkräfte. Dadurch können sehr große Belastungen durch den Profilträger übertragen werden. Der Profilträger ist insbesondere derart ausgebildet, dass das Bauelement und/oder das weitere Bauelement in Richtung senkrecht zur Längsebene des Profilträgers durch die Gurte des Profilträgers geführt sind. Demnach können über den Profilträger auch Querkräfte zwischen den Bauelementen übertragen werden. Dadurch weist das Verbindungssystem eine hohe statische Stabilität auf.In the assembled position of the connection system, 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.
Das Bauelement ragt vorzugsweise aus der ersten Aufnahmetasche. Das weitere Bauelement ragt insbesondere aus der zweiten Aufnahmetasche. Demzufolge liegen die Gurte des Profilträgers senkrecht zur Längsebene weder an weiteren Verbindungssystemen noch am Boden an. Die gesamte Kraftübertragung senkrecht zur Längsebene des Profilträgers erfolgt daher immer ausgehend von der Stirnseite der Bauelemente über den Steg des Profilträgers auf das weitere Bauelement.The component preferably protrudes from the first receiving pocket. The further component protrudes in particular from the second receiving pocket. As a result, the straps of the profile girder are perpendicular to the longitudinal plane neither on other connection systems nor on the floor. The entire force transmission perpendicular to the longitudinal plane of the profile carrier therefore always takes place starting from the end face of the structural elements via the web of the profile carrier to the further structural element.
Das weitere Bauelement ist vorzugsweise ein Abschlussbalken oder eine zweite Platte. Der Abschlussbalken ist beispielsweise als Abschluss des Schnellbausystems gegenüber dem Boden zu verwenden. Demnach wird der Abschlussbalken eben auf den Boden, beispielweise eine Bodenplatte, positioniert. Anschließend wird auf den Abschlussbalken der Profilträger und auf die zweite Aufnahmetasche des Profilträgers ein entsprechendes Bauelement gesetzt. Auf das Bauelement kann wieder ein weiterer Profilträger und beispielsweise erneut ein Abschlussbalken gesetzt werden, sofern ein Abschlusselement beispielsweise gegenüber einer Decke zu montieren ist.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.
Es ist vorteilhaft vorgesehen, dass die erste Aufnahmetasche und die zweite Aufnahmetasche bezüglich der Längsebene des Profilträgers einander gegenüberliegend angeordnet sind. Dies ermöglicht eine direkte Kraftübertragung von dem Bauelement auf das weitere Bauelement. Es ist vorteilhaft vorgesehen, dass der erste Gurt und der zweite Gurt jeweils einen oberen Schenkel und einen unteren Schenkel aufweisen. Jeweils der obere Schenkel und der untere Schenkel eines Gurtes sind bezüglich der Längsebene des Profilträgers einander gegenüberliegend symmetrisch angeordnet und senkrecht zur Längsebene ausgerichtet. Es ist vorteilhaft vorgesehen, dass die erste Aufnahmetasche durch die zwei oberen Schenkel und durch den Steg des Profilträgers gebildet ist. Die zweite Aufnahmetasche ist insbesondere durch die zwei unteren Schenkel und durch den Steg des Profilträgers gebildet. Die Aufnahmetaschen weisen dadurch eine rechteckige Geometrie auf, wodurch eine einfache Montage des Verbindungssystems ermöglicht wird.It is advantageously provided that the 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. It is advantageously provided that the 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. It is advantageously provided that the 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. As a result, the receiving pockets have a rectangular geometry, which enables simple assembly of the connection system.
Der Steg des Profilträgers ist vorzugsweise eine OSB-Platte. Die zwei Gurte des Profilträgers sind insbesondere aus hochfestem Sperrholz gebildet. Die hochfesten Sperrholzplatten zeichnen sich durch hohe Stabilität aus und sind besonders für tragende und belastete Konstruktionen geeignet. Es kann in einer alternativen Ausführung auch zweckmäßig sein, dass der Profilträger aus anderen Werkstoffen besteht. Soll der Profilträger in einem brandschutzsicheren Schnellbausystem eingesetzt werden, so kann dieser auch aus brandschutzsicheren Werkstoffen, wie beispielsweise aus zementgebundenen Materialien, insbesondere aus Zementplatten oder Zementfaserplatten, bestehen.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. In an alternative embodiment, it can also be expedient for the profile support to be made of other materials. If the profile girder is to be used in a fire protection-safe rapid construction system, it can also consist of fire-protection-safe materials, such as cement-bound materials, in particular cement boards or cement fiber boards.
Es ist vorteilhaft vorgesehen, dass das Verbindungssystem mindestens eine Parallelplatte, insbesondere zwei Parallelplatten umfasst, die gemeinsam mit dem Bauelement in der ersten Aufnahmetasche des Profilträgers angeordnet ist. Auf diese Weise kann die Traglast des zu erstellenden Schnellbausystems erhöht werden. Zudem kann durch die Erhöhung der Dicke des Schnellbausystems eine bessere Dämmung erzielt werden.It is advantageously provided that the 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. In this way, the The load-bearing capacity of the quick construction system to be created can be increased. In addition, better insulation can be achieved by increasing the thickness of the quick-build system.
Es ist vorzugsweise vorgesehen, dass die erste Platte und/oder die zweite Platte eine Verbundplatte, insbesondere eine Waben-Verbundplatte oder eine Sandwich-Waben-Verbundplatte ist. Die Waben-Verbundplatte besteht aus zwei Deckplatten und einer Wabe, die zwischen den beiden Deckplatten angeordnet ist. Die Sandwich-Waben-Verbundplatten bestehen aus zwei Deckplatten, einer Zwischenplatte und zwei Waben, wobei im Wechsel Deckplatte, Wabe, Zwischenplatte, Wabe, Deckplatte angeordnet sind.It is preferably provided that 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.
Das erfindungsgemäße Schnellbausystem umfasst mindestens ein Verbindungssystem. Vorzugsweise umfasst das Schnellbausystem mindestens einen weiteren Profilträger, wobei das Schnellbausystem insbesondere ein an der zweiten Aufnahmetasche des weiteren Profilträgers angeordnetes zusätzliches Bauelement umfasst. Der weitere Profilträger ist vorzugsweise an der ersten Platte des Verbindungssystems angeordnet.The rapid construction system according to the invention 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.
Auf diese Weise kann das Schnellbausystem über die Anordnung mehrerer Verbindungssysteme auf einfache Weise an einer Baustelle vor Ort zusammengesteckt und montiert werden. Die Verwendung des Profilträgers in Verbindung mit den Bauelementen ermöglicht eine hohe Modularität des Schnellbausystems. Der Profilträger nimmt dabei die Funktion eines Adapterstückes bzw. eines Verbindungselementes ein. So können durch den Profilträger Platten am Stoß oder eine Platte mit einem Abschlussbalken miteinander verbunden werden. Der Abschlussbalken kann als Auflagebalken des Verbindungssystems gegenüber dem Boden oder beispielsweise am oberen Ende eines Schnellbausystems als Auflagebalken für eine Decke eingesetzt werden. Insbesondere im Vergleich zum Stand der Technik besteht der wesentliche Vorteil darin, dass lediglich eine Art von Platte Einsatz findet und eine Zweitkonstruktion schmalerer Zwischenplatten, die als Feder in einer Feder-Nut-Verbindung dienen, vermieden werden können. Als Verbindungselement der zwei Platten kann dann der Profilträger eingesetzt werden.In this way, the quick assembly system can be easily plugged together and assembled at a construction site by arranging several connection systems. The use of 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. In particular in comparison to the prior art, 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.
Zudem ist auch eine Vormontage des Schnellbausystems möglich. So können noch in der Fertigungsfabrik beispielsweise ganze Wände, Decken oder Dächer vormontiert werden und als eine Einheit zum Erstellungsort des Gebäudes transportiert und dort eingesetzt werden.Pre-assembly of the quick assembly system is also possible. For example, 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.
Weitere Merkmale der Erfindung ergeben sich aus der Beschreibung und der Zeichnung, in der nachstehend im Einzelnen beschriebene Ausführungsbeispiele der Erfindung wiedergegeben sind. Es zeigen:
- Fig. 1
- eine schematische, perspektivische Darstellung eines erfindungsgemäßen Schnellbausystems,
- Fig. 2
- eine schematische Vorderansicht in Explosionsdarstellung des erfindungsgemäßen Verbindungssystems,
- Fig. 3
- eine schematische Vorderansicht des Profilträgers,
- Fig. 4
- eine schematische Vorderansicht des Abschlussbalkens,
- Fig. 5
- eine schematische Vorderansicht eines erfindungsgemäßen Schnellbausystems mit Waben-Verbundplatten,
- Fig. 6
- eine schematische Vorderansicht eines Schnellbausystems mit Mehrschichtplatten,
- Fig. 7
- eine schematische Vorderansicht eines Schnellbausystems mit Sandwichplatten,
- Fig. 8
- eine schematische Seitendarstellung eines Schnellbausystems mit Fenster,
- Fig. 9
- in schematischer Vorderansicht ein Schnellbausystem mit Böden aus Sandwichplatten,
- Fig. 10
- in schematischer Vorderansicht ein Schnellbausystem aus Waben-Verbundplatten mit Böden aus Sandwichplatten und Dach und
- Fig. 11
- in schematischer Vorderansicht eine Klebefuge zweier Mehrschicht-Verbundplatten.
- Fig. 1
- a schematic, perspective illustration of a rapid construction system according to the invention,
- Fig. 2
- a schematic front view in exploded view of the connection system according to the invention,
- Fig. 3
- a schematic front view of the profile beam,
- Fig. 4
- a schematic front view of the end beam,
- Fig. 5
- a schematic front view of a rapid construction system according to the invention with honeycomb composite panels,
- Fig. 6
- a schematic front view of a rapid construction system with multilayer panels,
- Fig. 7
- a schematic front view of a rapid construction system with sandwich panels,
- Fig. 8
- a schematic side view of a quick construction system with window,
- Fig. 9
- a schematic front view of a quick construction system with floors made of sandwich panels,
- Fig. 10
- a schematic front view of a rapid construction system made of honeycomb composite panels with floors made of sandwich panels and roof and
- Fig. 11
- a schematic front view of an adhesive joint between two multilayer composite panels.
In
Wie in
Wie in
In der
Das Bauelement 5 ist als Platte 3 ausgebildet. Das weitere Bauelement 20 sowie das zusätzliche Bauelement 24 sind jeweils entweder als Platte 3 oder als Abschlussbalken 21 ausgebildet.The
Wie in
In
Wie in
Wie in
Wie in
Die Breite d des Abschlussbalkens 21 beträgt vorzugsweise zwischen 35 und 290 mm, insbesondere zwischen 35 und 145 mm. In einer bevorzugten Ausführung beträgt die Breite d des Abschlussbalkens 21 insbesondere 38 mm, bevorzugt 64 mm, vorzugsweise 89 mm, vorteilhaft 140 mm. Die Höhe e des Abschlussbalkens 21 beträgt vorzugsweise zwischen 15 und 140 mm, vorteilhaft zwischen 15 und 90 mm. In einer bevorzugten Ausführung beträgt die Höhe e des Abschlussbalkens 21 vorzugsweise 19 mm, insbesondere 38 mm. Die Breite b der Aufnahmetaschen 8, 9 des Profilträgers ist derart ausgelegt, dass das Bauelement 5 und das weitere Bauelement 21 mit geringem Spiel in den Aufnahmetaschen angeordnet sind. Das Spiel beträgt vorzugsweise insgesamt in etwa 2 mm. Die angeführten Maße entsprechen den Standardmaßen für Bauhölzer. Demnach können handelsübliche Bauhölzer und Profilträger zur Montage des erfindungsgemäßen Schnellbausystems 1 verwendet werden. Wird lediglich eine Platte 3 in einer Aufnahmetasche 8, 9 des Profilträgers 6 aufgenommen, entspricht die Breite a der Platte 3 vorzugsweise der Breite d des Abschlussbalkens 21. Die Waben-Verbundplatte weist vorzugsweise eine Breite a von 89 mm auf. In bevorzugter Ausführung weisen die Wabe 17 eine Breite von vorzugsweise 65 mm, die Deckplatten 16, 16' jeweils eine Breite von insbesondere 12 mm auf. In einer alternativen Ausführung der Waben-Verbundplatte weisen die Wabe 17 eine Breite von vorzugsweise 59 mm, die Deckplatten 16, 16'jeweils eine Breite von insbesondere 15 mm auf.The width d of the
Bei der Montage eines Verbindungssystems 2 oder des Schnellbausystems 1 wird dadurch sichergestellt, dass die senkrecht wirkenden Schwerkräfte FG nicht über die Gurte 10, 11, sondern lediglich über den Steg 12 des Profilträgers 6 übertragen werden (
In
Auf der Waben-Verbundplatte 31 ist das obere Verbindungssystem 2 angeordnet. Das obere Verbindungssystem 2 umfasst einen weiteren Profilträger 23 und eine weitere Platte 22, die als Waben-Verbundplatte 31 ausgebildet ist. Auf der Waben-Verbundplatte 31 des unteren Verbindungssystems 2 ist der weitere Profilträger 23 des oberen Verbindungssystems 2 über seine erste Aufnahmetasche 8 angeordnet. In der zweiten Aufnahmetasche 9 ist die weitere Platte 22 angeordnet. Mittels Schrauben 35 sind die weitere Platte 22 an dem weiteren Profilträger 23 und der weitere Profilträger 23 an der Platte 3 des unteren Verbindungssystems 2 befestigt. Ferner sind vertikal verlaufende Profilträger 6 gezeigt, die die Waben-Verbundplatten 31 mit an ihren vertikal verlaufenden Stirnseiten, also den Seiten der Waben-Verbundplatten 31, die senkrecht zum Boden 30 ausgerichtet sind, gezeigt. So können die Waben-Verbundplatten 31 an allen Stirnseiten mit weiteren Bauelementen verbunden werden.The
In
In
Wie in den
In
In den
Wie in
Claims (15)
umfassend ein als Platte (3) ausgebildetes Bauelement (5) und mindestens einen Profilträger (6) mit einer Längsebene (7),
dadurch gekennzeichnet, dass der mindestens eine Profilträger (6) als Doppel-T-Träger ausgebildet ist und zwei Aufnahmetaschen (8, 9) umfasst, und dass in einer ersten Aufnahmetasche (8) der zwei Aufnahmetaschen (8, 9) des Profilträgers (6) das Bauelement (5) angeordnet ist, und dass eine zweite Aufnahmetasche (9) der zwei Aufnahmetaschen (8, 9) des Profilträgers (6) zur Aufnahme eines weiteren Bauelementes (20) ausgebildet ist.Connection system for the assembly of a quick assembly system,
comprising a component (5) designed as a plate (3) and at least one profile support (6) with a longitudinal plane (7),
characterized in that the at least one profile beam (6) is designed as a double-T beam and comprises two receiving pockets (8, 9), and that in a first receiving pocket (8) of the two receiving pockets (8, 9) of the profile beam (6 ) the component (5) is arranged, and that a second receiving pocket (9) of the two receiving pockets (8, 9) of the profile support (6) is designed to receive a further component (20).
dadurch gekennzeichnet, dass der Profilträger (6) aus einem ersten Gurt (10), einem zweiten Gurt (11) und einem in der Längsebene (7) des Profilträgers (6) liegenden plattenförmigen Steg (12) ausgebildet ist, wobei der erste Gurt (10) und der zweite Gurt (11) über den plattenförmigen Steg (12) miteinander verbunden sind.Connection system according to claim 1,
characterized in that the profile carrier (6) is formed from a first belt (10), a second belt (11) and a plate-shaped web (12) lying in the longitudinal plane (7) of the profile carrier (6), the first belt ( 10) and the second belt (11) are connected to one another via the plate-shaped web (12).
dadurch gekennzeichnet, dass das Verbindungssystem (2) ein weiteres Bauelement (20) umfasst, wobei das weitere Bauelement (20) in der zweiten Aufnahmetasche (9) angeordnet ist.Connection system according to claim 1 or 2,
characterized in that the connection system (2) comprises a further component (20), the further component (20) being arranged in the second receiving pocket (9).
dadurch gekennzeichnet, dass in montierter Stellung des Verbindungssystems (2) das Bauelement (5) und/oder das weitere Bauelement (20) an dem Steg (12) des Profilträgers (6) anliegt.Connection system according to claim 3,
characterized in that in the assembled position of the connection system (2) the component (5) and / or the further component (20) rests against the web (12) of the profile carrier (6).
dadurch gekennzeichnet, dass der Profilträger (6) derart ausgebildet ist, dass das Bauelement (5) und/oder das weitere Bauelement (20) in Richtung senkrecht zur Längsebene (7) durch die Gurte (10, 11) des Profilträgers (6) geführt sind.Connection system according to claim 3 or 4,
characterized in that the profile support (6) is designed such that the component (5) and / or the further component (20) is guided through the belts (10, 11) of the profile support (6) in the direction perpendicular to the longitudinal plane (7) are.
dadurch gekennzeichnet, dass das Bauelement (5) aus der ersten Aufnahmetasche (8) und/oder das weitere Bauelement (20) aus der zweiten Aufnahmetasche (9) ragen.Connection system according to one of Claims 3 to 5,
characterized in that the component (5) protrudes from the first receiving pocket (8) and / or the further component (20) protrudes from the second receiving pocket (9).
dadurch gekennzeichnet, dass das weitere Bauelement (20) ein Abschlussbalken (21) oder eine weitere Platte (22) ist.Connection system according to one of Claims 3 to 6,
characterized in that the further component (20) is an end beam (21) or a further plate (22).
dadurch gekennzeichnet, dass die erste Aufnahmetasche (8) und die zweite Aufnahmetasche (9) bezüglich der Längsebene (7) des Profilträgers (6) einander gegenüberliegend angeordnet sind.Connection system according to one of Claims 1 to 7,
characterized in that the first receiving pocket (8) and the second receiving pocket (9) are arranged opposite one another with respect to the longitudinal plane (7) of the profile carrier (6).
dadurch gekennzeichnet, dass der erste Gurt (10) und der zweite Gurt (11) jeweils einen oberen Schenkel (13, 13') und einen unteren Schenkel (14, 14') aufweisen, wobei jeweils der obere Schenkel (13, 13') und der untere Schenkel (14, 14') eines Gurtes (10, 11) bezüglich der Längsebene (7) des Profilträgers (6) einander gegenüberliegend symmetrisch angeordnet sind und senkrecht zur Längsebene (7) ausgerichtet sind.Connection system according to one of Claims 2 to 8,
characterized in that the first strap (10) and the second strap (11) each have an upper leg (13, 13 ') and a lower leg (14, 14'), the upper leg (13, 13 ') in each case and the lower leg (14, 14 ') of a belt (10, 11) are arranged opposite one another symmetrically with respect to the longitudinal plane (7) of the profile carrier (6) and are oriented perpendicular to the longitudinal plane (7).
dadurch gekennzeichnet, dass die erste Aufnahmetasche (8) durch die zwei oberen Schenkel (13, 13') und durch den Steg (12) gebildet ist, und dass die zweite Aufnahmetasche (9) durch die zwei unteren Schenkel (14, 14') und durch den Steg (12) gebildet ist.Connection system according to claim 9,
characterized in that the first receiving pocket (8) is formed by the two upper legs (13, 13 ') and by the web (12), and that the second receiving pocket (9) by the two lower legs (14, 14') and is formed by the web (12).
dadurch gekennzeichnet, dass der Steg (12) des Profilträgers (6) eine OSB-Platte ist, wobei insbesondere die zwei Gurte (10, 11) des Profilträgers (6) aus hochfestem Sperrholz gebildet sind.Connection system according to one of Claims 2 to 10,
characterized in that the web (12) of the profile carrier (6) is an OSB panel, in particular the two straps (10, 11) of the profile carrier (6) being formed from high-strength plywood.
dadurch gekennzeichnet, dass das Verbindungssystem mindestens eine Parallelplatte (4) umfasst, die gemeinsam mit dem Bauelement (5) in der ersten Aufnahmetasche (8) des Profilträgers (6) angeordnet ist.Connection system according to one of Claims 1 to 11,
characterized in that the connection system comprises at least one parallel plate (4) which is arranged together with the component (5) in the first receiving pocket (8) of the profile support (6).
dadurch gekennzeichnet, dass die Platte und/oder die weitere Platte eine Verbundplatte, insbesondere eine Waben-Verbundplatte (31) oder eine Sandwich-Waben-Verbundplatte (32) ist.Connection system according to one of Claims 1 to 12,
characterized in that the plate and / or the further plate is a composite plate, in particular a honeycomb composite plate (31) or a sandwich honeycomb composite plate (32).
umfassend mindestens ein Verbindungssystem (2) nach einem der Ansprüche 1 bis 13.Rapid construction system,
comprising at least one connection system (2) according to one of claims 1 to 13.
dadurch gekennzeichnet, dass das Schnellbausystem (1) mindestens einen weiteren Profilträger (23) umfasst, wobei der weitere Profilträger (23) an dem Bauelement (5) des Verbindungssystems (2) angeordnet ist, und dass ein zusätzliches Bauelement (24) an der zweiten Aufnahmetasche (9) des weiteren Profilträgers (23) angeordnet ist.Rapid construction system according to claim 14,
characterized in that the quick-assembly system (1) comprises at least one further profile support (23), the further profile support (23) being arranged on the component (5) of the connection system (2), and that an additional component (24) on the second Receiving pocket (9) of the further profile support (23) is arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP19197341.1A EP3792415A1 (en) | 2019-09-13 | 2019-09-13 | Connection system for mounting a quick construction system, quick construction system with such a connection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP19197341.1A EP3792415A1 (en) | 2019-09-13 | 2019-09-13 | Connection system for mounting a quick construction system, quick construction system with such a connection system |
Publications (1)
Publication Number | Publication Date |
---|---|
EP3792415A1 true EP3792415A1 (en) | 2021-03-17 |
Family
ID=68062803
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19197341.1A Withdrawn EP3792415A1 (en) | 2019-09-13 | 2019-09-13 | Connection system for mounting a quick construction system, quick construction system with such a connection system |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP3792415A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117868355A (en) * | 2024-02-21 | 2024-04-12 | 烟台德通节能环保科技有限公司 | Plug-in wall module and assembled wall |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20007290U1 (en) * | 2000-03-15 | 2000-11-02 | Bornebusch, Christoph, 86744 Hainsfarth | Building made of prefabricated components |
DE202004020808U1 (en) * | 2003-02-27 | 2006-02-02 | IsoBouw Dämmtechnik GmbH | A joining device for flush joining of building boards consisting of a sandwich construction with a polystyrene insulating foam useful in dwelling house construction |
DE102009045934A1 (en) * | 2009-10-22 | 2011-04-28 | Greiner Tool.Tec Gmbh | Profile system, extrusion tool for the production of the profile system and method for the production of the profile system |
EP2933393A1 (en) * | 2014-04-17 | 2015-10-21 | Ecocell AG | Wall or ceiling system for buildings |
-
2019
- 2019-09-13 EP EP19197341.1A patent/EP3792415A1/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20007290U1 (en) * | 2000-03-15 | 2000-11-02 | Bornebusch, Christoph, 86744 Hainsfarth | Building made of prefabricated components |
DE202004020808U1 (en) * | 2003-02-27 | 2006-02-02 | IsoBouw Dämmtechnik GmbH | A joining device for flush joining of building boards consisting of a sandwich construction with a polystyrene insulating foam useful in dwelling house construction |
DE102009045934A1 (en) * | 2009-10-22 | 2011-04-28 | Greiner Tool.Tec Gmbh | Profile system, extrusion tool for the production of the profile system and method for the production of the profile system |
EP2933393A1 (en) * | 2014-04-17 | 2015-10-21 | Ecocell AG | Wall or ceiling system for buildings |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117868355A (en) * | 2024-02-21 | 2024-04-12 | 烟台德通节能环保科技有限公司 | Plug-in wall module and assembled wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1097032B1 (en) | Prefabricated laminated wood member | |
EP0560013B1 (en) | Wooden panel | |
DE60109485T2 (en) | METHOD FOR PRODUCING A WOOD CARRIER, WOODEN SUPPORT AND CONSTRUCTION FOR CONSTRUCTING A BUILDING | |
DE19818525B4 (en) | Wood-concrete composite member | |
EP0593984B1 (en) | Wall element and wall made therefrom | |
AT514424B1 (en) | Shear-resistant wall and ceiling element | |
EP0653005B1 (en) | Bearer design to support flat structural components | |
EP0794294A1 (en) | Prefabricated light weight wall | |
EP3792415A1 (en) | Connection system for mounting a quick construction system, quick construction system with such a connection system | |
EP3409855A1 (en) | Modular wooden structural element suitable for forming wall elements for building, wall element with at least one such modular wooden structural component and building comprising said wall elements | |
DE20009571U1 (en) | Tabular wood composite element | |
DE9302447U1 (en) | Wooden construction board | |
DE8008815U1 (en) | SUPPORT FOR THE BUILDING OF BUILDINGS | |
EP2989263B1 (en) | Storey ceiling construction and building made of wood | |
EP1995387B1 (en) | Wood component and wall element composed of same | |
EP2080845A1 (en) | Prefabricated wood element | |
AT520334B1 (en) | brick | |
AT3590U1 (en) | WOODEN ELEMENT | |
DE29604911U1 (en) | Prefabricated lightweight wall | |
CH701312A2 (en) | Wooden-structural element for use as e.g. frame, in area of facade, has multiple, closed, small air chambers whose dimensions are aligned in main heat damping direction to cause heat insulation effect | |
DE102017111975A1 (en) | Modular timber component suitable for forming wall elements for buildings, wall element with at least one such modular timber component and building comprising such wall elements | |
DE2263027A1 (en) | COMPONENT COMPOSED FROM SHORT WOODEN PARTS | |
EP1074670A2 (en) | Building construction | |
DE856205C (en) | Precast reinforced concrete part | |
EP3130718A1 (en) | Composite construction material element |
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 |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20210918 |