EP3070216A1 - Batiment modulaire - Google Patents

Batiment modulaire Download PDF

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Publication number
EP3070216A1
EP3070216A1 EP16159169.8A EP16159169A EP3070216A1 EP 3070216 A1 EP3070216 A1 EP 3070216A1 EP 16159169 A EP16159169 A EP 16159169A EP 3070216 A1 EP3070216 A1 EP 3070216A1
Authority
EP
European Patent Office
Prior art keywords
support
frame
building according
building
profile
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Withdrawn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
EP16159169.8A
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German (de)
English (en)
Inventor
Katja von Döhren Polenz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3070216A1 publication Critical patent/EP3070216A1/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Withdrawn legal-status Critical Current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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal

Definitions

  • the invention relates to a building consisting of a plurality of side by side and / or stacked and interconnected units.
  • the invention also relates to a corresponding structural unit.
  • the present invention has the object to provide a building consisting of several units, which can be produced inexpensively and quickly in a largely standardized work and using modular components.
  • Such a unit consists of four profile beams existing rectangular floor frame and a four profile beams existing rectangular ceiling frame, the floor frame and ceiling frame in their corners over vertical Supports and opposing profile support of floor frame and / or ceiling frame are connected to each other via stiffening rafters.
  • the invention realizes a basic concept, according to which only a very limited number of different components is necessary for the production of a building formed from several units. All components can be prefabricated with high precision on the workshop side, which considerably reduces the assembly work on the construction site. Nodes are easy to build.
  • a kind of scaffold or frame for such a cubic unit provides a floor and a ceiling frame. Both are composed of four profile carriers and have a rectangular cross-section.
  • Floor and ceiling frames are connected in their corners by vertical supports.
  • stiffening rafters are provided between each opposite profile beams. In any way and number of such units can be positioned above and next to each other. In the best case, such a frame-like unit and consequently the entire building comes with three profile shapes, a profile support, are formed from the floor and ceiling frame, from the two frame connecting columns and finally the stiffening rafters.
  • the stiffening rafters associated with the floor frame and the stiffening rafters of a structural unit associated with the ceiling frame are arranged transversely to one another.
  • the rafters to be positioned in the floor and ceiling frames are fixed transversely to each other in the respective frame.
  • the profile support for floor frame and / or ceiling frame have a substantially C-shaped, inwardly open cross-section with a vertical outer web and a horizontal upper flange and lower flange. Such a profile forms a conclusion to the outside in the form of the outer bar.
  • On the inside or inside the profile other components such as rafters or connecting plates can be well housed and fixed.
  • An advantageous embodiment of the invention provides that at the top chord and / or bottom chord bending and at least one of the angled serving as a support, parallel to upper chord and lower chord extending web adjoins. Particular attention is paid to the horizontally extending web on the inside of the profile beam.
  • This bar is used to hold floor or ceiling panels so that the support or a connection is already integrated in the profile carrier.
  • a bridge serving as a support can serve for connecting a stretch ceiling.
  • these vertical supports one, two, three or four rectangular profiles which are interconnected on their outer sides.
  • a vertical support with one, two or three further connected An L-shaped right-angled profile of such a support with two equal length Thighs allows their connection on their outsides. If a node is formed on four abutting units on two floors, about the use of a four rectangular profiles profile is displayed.
  • a first sub-plate of the fixing plate has welding points predetermining outer bores and / or a central bore for receiving a fastening means. Such a fastener can then be used to connect adjacent profile carrier via a screw together.
  • a second sub-plate of the fixing plate has at least one bore for fixing the fixing plate on a vertical support.
  • the profile carrier has recesses in the region of the outer webs, space is provided for connecting the vertical supports to the profile carriers.
  • the profile beams are at their ends only in Area of upper and lower belt continued, in the region of the outer webs remains a recess which corresponds to the support strut, so that they are grown there and preferably can be fixed by two superposed screws.
  • Another design measure provides that the profile carrier in the region of the vertical outer webs support for facade parts, so that their positioning is already set in an advantageous manner.
  • the magnets are fixed via fastening means in the building wall. Sufficient free space for such a magnet remains exemplary in a construction with two wall shells, between which insulation material is housed, so here even on the underside of such a wall also slightly magnets, spaced over the length of the wall extending, are housed.
  • the invention is characterized in particular by the fact that a building formed of several separate assemblies / structures is created, the workshop side z. B. in the context of lasers, edges, drilling etc. using a minimum of components prefabricate and then quickly and safely install in the modular system on site. Every move is sort of standardized. There are only three types of carriers must be maintained, profile support for use in floor and / or ceiling frame, stiffening rafters for floor and ceiling frames and one or more vertical supports, which connect floor and ceiling frames together in the four corners of each unit , Adjacent building units are connected to each other in the area of the profile girders and additionally stiffen each other. At the same time allows this cubic training of units a z. B.
  • FIG. 1 shows a building 1 with a plurality of structural units, three of which are exemplified by the reference numerals 2, 2 'and 2 ". Illustrated in this illustration is already the systematic structure of such buildings with mutual support or stiffening, which can be constructed largely standardized. Once the skeleton or scaffolding of the building has been built, walls 48, windows 49, sanitary facilities or installations such as railings 30 can be installed in a very simple way with just a few steps.
  • FIG. 2 shows such a scaffold-like unit 2, which can be produced in a completely standardized design and can even prefabricate largely workshop in high precision.
  • a structural unit 2 comprises a base frame 6, formed by four profiled beams 8-11 positioned in a rectangle relative to one another.
  • Virtually identical to the ceiling frame 7 is formed by four profile support 12-15.
  • To stiffen the floor frame 6 and ceiling frame 7 serve stiffening rafters 20-22 and 23-25. It will be appreciated that the stiffening rafters 20-22 of the floor frame 6 are aligned transversely with the stiffening rafters 23-25 of the ceiling frame 7 to provide additional stability to this structure.
  • FIG. 3 In addition, the interaction of the illustrated there four units 2-5 is explained.
  • the units 2-5 stiffen each other by their arrangement next to each other or one above the other. Ie. Further compactness of a building produced in this way is achieved in that all units are pulled 2-5 in identical form, which significantly allows the connection of the units 2-5 with each other or simplified.
  • FIG. 4 Shown is in FIG. 4 a profile support 8 for use in the ground or Ceiling frame.
  • the profile carrier 8 has various holes 52, etc. for the implementation of supply lines, etc. and beyond support 53 for easier installation of facade components.
  • the profile is not performed at its ends 50, 51 in the region of the outer web 31, so that upper flange 32 and lower flange 33 survive. In this way, space is created for the connection of the vertical struts.
  • FIG. 5 a vertical strut 16 with various holes, one of which is exemplified by 70.
  • FIG. 6 a Aussteifungssparren 20, which is also prefabricated at its ends already for connection to the profile support of floor or ceiling frame.
  • a connection in the region of a ceiling frame 7 shows FIG. 7 , Visible are the two provided with the reference numerals 12 and 13 profile carrier, which abut one another in the region of the corner 26.
  • the profile support 12 has a receptacle for the vertical support 16, that is, the outer web 31 does not extend to the end.
  • Fixing means 59 etc. serve to fix the vertical support 16 with the profile beams 12, 13. Holes 47 for connection of adjacent profile beams are also prefabricated.
  • FIG. 8 The connection of the vertical strut 16 in the region of the bottom frame 6. Fixing means 60 etc. are used to fix the vertical support 16. In the bottom frame 6, more precisely in the outer web 31 of the profile support 8 is integrated a support 53 for facade components not shown here.
  • connection of two profile beams 8, 9 shows FIG. 9 ,
  • a simple node on which only two profile beams 8, 9 abut, comprises a vertical support 16 only a rectangular, substantially L-shaped profile 36.
  • the bottom plates 66 due to the prefabrication of the profile support 8, 9 with the already existing, installed in the profile support supports are very easy to install.
  • FIG. 10 A somewhat elaborate building node shows FIG. 10 , in which the profile carrier 8, 8 ', 9, 9' abut, so that the use of a more complex support 16 of two at its rear side fixed profiles 36, 37 is necessary.
  • FIG. 11 shows an even more complex node, as this is realized when connecting four units, that is, when each two units are connected side by side and one above the other.
  • a vertical support 16 is used, which consists of four interconnected on its rear side profiles 36-39, so that the profile support 8, 9, 8 ', 9' and 8 ", 9" and 8 "', 9"'here with each other in FIG. 11 form illustrated node, as this is realized in a multi-storey building.
  • the sub-plate 41 is inserted into the profile carrier 9.
  • Four outer holes 43-46 in the sub-plate 41 serve as default of welds, the central bore 47 in the sub-plate 41 serves to receive a fastener for connecting adjacent profile beams.
  • the two screws 61 and 62 are used to connect the profile beam 8, 9 with the vertical support 16.
  • Further fastening means 63, 64 serve to connect additional profile carriers with the vertical support 16.
  • the profile of the profile carrier 8 recognizable.
  • This profile comprises a vertical outer web 31, to which a top flange 32 and down a lower flange 33 connects.
  • the profile is then continued and goes into a web 35, which is aligned parallel to the top flange 32 and for advantageously flush connection or installation of floor panels 66 or z. B. also serves stretch ceilings.
  • FIG. 13 a ceiling frame 7, in which a fixing plate 40 is inserted, of which here the holes 45-47 in the region of the fixing plate 41 can be seen. Beyond the offset 65 then the fixing plate 42 can be seen with the fastening means 63, so that via the fixing plate 42, a connection between the profile carrier and support is realized.
  • 67 denotes a bore which can be used to connect a ceiling frame of the next higher floor.
  • FIG. 14 Another variant shows FIG. 14 , this time a bottom frame 6 with a fixing plate 40, fixed via welding points 43-46 on the profile 8 and fastening means 62, 63 in the sub-plate 42 with the support 16.
  • As support for the bottom plate 66 in turn serves a profile 8 associated web 35th
  • FIG. 15 A turn more complex node then FIG. 15 in which FIG. 15 only the connection of the profile carrier 8 on the fixing plate 40 with the vertical support 16, more precisely, the profile 36 is illustrated by reference numerals.
  • FIG. 16 A connection between profile beams 8, 12 and a stiffening rafter 20 is in FIG. 16 shown.
  • the profile of the rafter 20 is used for this purpose in prefabricated recordings on the carriers 8, 12 and fixed.
  • FIG. 17 illustrates a solution for easy and accurate installation of a wall 54 of the building, taking into account or exploiting the two by a screw 69 interconnected profiles 8, 8 'formed node, which allows the installation of the wall 54 and what this on its underside 55th equipped with magnets 56. After placing or pushing the wall 54 on the profiles 8, 8 'centered the magnet 56 and thus the entire wall 54 in a sense even. For this purpose, a corresponding recess for the magnet 56 is provided in the insulating material 68, which there about screws is fixed.
  • FIG. 18 This is additionally illustrated in FIG. 18 in which a magnet 56 is shown, which has a centering 57 on the underside 58.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP16159169.8A 2015-03-20 2016-03-08 Batiment modulaire Withdrawn EP3070216A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015104198.7A DE102015104198A1 (de) 2015-03-20 2015-03-20 Modulartiges Gebäude

Publications (1)

Publication Number Publication Date
EP3070216A1 true EP3070216A1 (fr) 2016-09-21

Family

ID=55699342

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16159169.8A Withdrawn EP3070216A1 (fr) 2015-03-20 2016-03-08 Batiment modulaire

Country Status (2)

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EP (1) EP3070216A1 (fr)
DE (1) DE102015104198A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021186481A1 (fr) * 2020-03-16 2021-09-23 Cubit Building Company Ehf. Système pour construction modulaire architecturale

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130180182A1 (en) * 2010-09-20 2013-07-18 Seung Hyeup Yoo Container-type system booth for an indoor/outdoor exhibition or event
FR2991696A1 (fr) * 2012-06-11 2013-12-13 Yves Cougnaud Ossature de plancher pour construction de preference modulaire

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130180182A1 (en) * 2010-09-20 2013-07-18 Seung Hyeup Yoo Container-type system booth for an indoor/outdoor exhibition or event
FR2991696A1 (fr) * 2012-06-11 2013-12-13 Yves Cougnaud Ossature de plancher pour construction de preference modulaire

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021186481A1 (fr) * 2020-03-16 2021-09-23 Cubit Building Company Ehf. Système pour construction modulaire architecturale

Also Published As

Publication number Publication date
DE102015104198A1 (de) 2016-09-22

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