EP2674538A1 - Modulkonstruktion und entsprechendes Verfahren zum Zusammenbau - Google Patents

Modulkonstruktion und entsprechendes Verfahren zum Zusammenbau Download PDF

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Publication number
EP2674538A1
EP2674538A1 EP13170379.5A EP13170379A EP2674538A1 EP 2674538 A1 EP2674538 A1 EP 2674538A1 EP 13170379 A EP13170379 A EP 13170379A EP 2674538 A1 EP2674538 A1 EP 2674538A1
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EP
European Patent Office
Prior art keywords
frame
floor
frames
longitudinal members
ceiling
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.)
Granted
Application number
EP13170379.5A
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English (en)
French (fr)
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EP2674538B1 (de
Inventor
Christophe Defurne
Jean-Christophe Dubiez
Jérôme GOUMONDIE
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.)
Yves Cougnaud SA
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Yves Cougnaud SA
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Publication date
Application filed by Yves Cougnaud SA filed Critical Yves Cougnaud SA
Publication of EP2674538A1 publication Critical patent/EP2674538A1/de
Application granted granted Critical
Publication of EP2674538B1 publication Critical patent/EP2674538B1/de
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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 present invention generally relates to modular constructions.
  • the invention more particularly relates to a modular construction
  • a modular construction comprising a floor frame and a ceiling frame, each frame comprising two opposite beams formed by profiles, said floor and ceiling frames being connected to one another by two frames opposed forming the end gears of the modular construction.
  • Each frame comprises two hollow uprights connected to each other by a lower cross member and an upper cross member, said upper cross member of at least one of the frames forming a gutter which communicates with at least one of its ends with an opening arranged in one of the uprights of said frame.
  • the floor frames, ceiling frames and end gables of the modular constructions form subassemblies which are each manufactured and equipped in the factory with anti-corrosive coatings.
  • the assembly of these frames together is done by welding.
  • Joining by welding also requires the protection of the surrounding parts at the time of welding in order to avoid splashes of molten metal.
  • the present invention aims to propose a new modular construction solution that reduces the risk of degradation of subsets of this construction when they are assembled to each other, while maintaining a good watertightness of construction.
  • the subject of the invention is a modular construction as described in the introduction, characterized in that the gutter of the or each frame is assembled by welding to the uprights of said frame, and in that each frame is equipped with brackets. assembled by riveting with the side members of the ceiling and floor frames.
  • the construction according to the invention thus uses three types of subassemblies that can be manufactured and pre-equipped at the factory, before the complete assembly of the construction (or module), for example on separate lines.
  • These three types subassemblies comprise the ceiling frame, the floor frame and the gable frames, which are assembled by riveting together, while allowing welding at the connection zones between the parts of a sub-assembly. given set for which a good seal is required.
  • each pinion frame is easier than the assembly by welding of the entire construction because each pinion frame is reduced in size compared to the construction, which makes it possible to use tools of small dimensions whose orientation can be adapted easily to improve the accessibility to weld.
  • such a construction according to the invention makes it possible to weld in the factory the gutter of one or each pinion frame with the corresponding amounts of the frame to ensure a good seal of the frame at the gutter.
  • the tightness of the connection between the gutter and the uprights of the corresponding pinion frame is particularly important because the gutter collects the rainwater flowing from the cover elements to be evacuated through the corresponding or amounts of the frame.
  • each subassembly can be welded together during the manufacturing of the corresponding subassembly in the factory, before said subassembly is provided with a particular coating, for example of the anticorrosive type, or of heat-sensitive equipment.
  • the riveting assembly of the ceiling and floor frames with the gable frames that is to say without welding, the subsets of said construction are not degraded during assembly.
  • the riveting makes it possible to eliminate sliding games, unlike bolting, between the sub-assemblies of the construction that are assembled by riveting, as well as the harmful effects of welding towards the operators as detailed. above in introduction.
  • said tabs engaged in the longitudinal members of the ceiling frame and the floor frame extend inside said longitudinal members.
  • the lower end of the peripheral wall of said or each said amount of said or each pinion frame which communicates with the gutter of the corresponding pinion frame has an opening allowing the water to escape amount by this opening, especially in case of depression of the amount in the ground.
  • the floor frame comprising a frame formed of longitudinal members and crosspieces, said side members and / or said cross members comprise an open profile along its length which has, in cross section, a suitable panel support part. supporting the underside of a wall panel, said panel support portion being extended by an unhooked portion with respect to said panel support portion to provide a free space between the underside of said wall panel and said unhooked portion, said portion being stalled being on the side the support part farthest from the center of the floor frame.
  • said floor frame profile has, on the side of the panel support portion opposite to the unhooked part, a fold forming a lateral stop vis-à-vis the inner face of the wall panel, and said profile is equipped with an additional profile forming a lateral stop vis-à-vis the outer face of the wall panel.
  • said additional profile comprises an angle having a first branch overlapping at least part of the hooked part, while maintaining a hook between said wall panel support portion and said first branch, and a second branch forming said lateral stop.
  • said profile of the floor frame comprises a floor element support portion located at a height greater than the wall panel support portion.
  • the two opposite longitudinal members of said floor frame comprising two sections open longitudinally in the direction of one another, said floor frame also comprises sleepers, called joists, which connect said longitudinal members together. extending to the inside of said longitudinal members.
  • each spar of the floor frame has a portion, called the joist support portion, which is substantially parallel to the middle plane of the floor frame and on which said joists are fixed in support. for example by riveting.
  • each of the two longitudinal members of the frame of the floor frame is formed by such a profile and / or each of the two cross members of the frame of the floor frame is formed by such a profile.
  • the floor frame has evacuation orifices arranged to evacuate the water collected in said free space defined between the unhooked portion and the underside of said wall panel.
  • the modular construction described below can be installed on site permanently or removably for example in the context of a lease.
  • the modular construction described below can be assembled to other identical or similar modular constructions by juxtaposition and / or superposition to form for example office-type buildings, housing and more generally any type of institution receiving the public ( ERP).
  • ERP public
  • FIG. 1 and 1A there is shown a modular construction comprising a floor frame 1 and a ceiling frame 5 which extend substantially parallel and spaced apart from each other.
  • Each frame 1, 5 comprises two longitudinal members 10, 50 opposite interconnected by cross members 2, 51, 52. Said beams and sleepers are formed by profiles.
  • the sleepers 2 of the floor frame 1 are called joists, and those 51, 52 of the ceiling frame 5 are called failures.
  • the floor frame 1 and the ceiling frame 5 are connected to one another by two opposite parallel frames 4 forming the end gears of the modular construction.
  • the frames 4 pinions extend substantially perpendicular to said frame 1, 5.
  • Each frame 4 comprises two tubular uprights 40 connected to each other by a lower cross member 41 and an upper cross member 45.
  • Each frame 4 pinion is filled by a panel 42.
  • the structure formed of the longitudinal members 10 of the floor frame and the lower cross members 41 of the gable frames can be considered as a floor frame forming a support frame of the floor elements 3, since, as detailed below, said longitudinal members 10 and cross members 41 have a similar shape and support the floor elements 3.
  • Said upper cross member 45 of at least one of the frames 4 sprockets forms a gutter which opens at at least one of its ends in one of the uprights 40 of said frame 4 via an opening 405 formed in said upright 40.
  • the gutter 45 of said frame 4 pinion is assembled by welding to the uprights 40 of said frame 4.
  • Each frame 4 is equipped with assembly tabs 450, 401 welded to said frame 4.
  • said assembly tabs 450, 401 are welded to the uprights 40 of said frame 4.
  • Said assembly tabs 450, 401 are assembled by riveting with the longitudinal members 50, 10 of the ceiling frame 5 and floor 1.
  • said assembly tabs 450, 401 are formed by C-sections so as to form rigid sleeves or wings to be inserted in the profiles forming the longitudinal members 50, 10 or long panels of the ceiling or floor frame 5.
  • Said assembly tabs include in particular lower assembly tabs 401 nested and riveted inside the longitudinal members 10 of the floor frame 1, and upper assembly tabs 450 nested and riveted inside the longitudinal members 50 of the ceiling frame 5.
  • the rivets are of "structural” type, that is to say, sized to withstand the forces, including traction and shear, exerted on the frame and gable frames of the constructions. Riveting operations can be performed using "blind rivet” type rivets, such as those sold under the trademark "Magna-Lock”.
  • each pinion frame 4 is provided with a gutter 45 welded to the uprights 40 of said frame 4 to recover the rainwater.
  • the roof elements 6 which cover the ceiling frame 5 are arranged with the purlins 51, 52 of the ceiling frame 5 so as to form a roof with two slopes directed towards one gear frame, the other towards the other sprocket frame.
  • each gutter is evacuated through one or the uprights 40 of the corresponding pinion frame 4 which has (s) a opening 405 communicating with one end of the gutter 45.
  • each upright 40 comprises at the lower end of its peripheral wall, an opening 400 allowing the water to evacuate the amount through this opening, particularly in case of depression of the upright in the ground.
  • the height of the opening is chosen to protrude from the ground to the depressed state in the ground of said amount.
  • said opening 400 is formed by a notch at the lower end of the corresponding upright 40.
  • the rails 50, 10 of the ceiling frame 5 and floor 1 are hollow profiles open in the longitudinal direction of said profile, generally U or C shape adapted to maintain high rigidity. The use of such profiles reduces the weight of the construction.
  • the sleepers 51, 52 (or failures) of the ceiling frame 5 comprise end crosspieces 52, also called edge failures, which are fixed to said longitudinal members 50, but remaining spaced from the bottom of said corresponding longitudinal members 50 to allow the insertion mounting tabs 450 of the corresponding pinion frame 4 (see Figure 2A ) inside said longitudinal members 50.
  • the cross members of the ceiling frame 5 also include intermediate cross members 51, called intermediate stops, which extend as far as the bottom of the longitudinal members 50 to increase the rigidity of said longitudinal members and therefore of the ceiling frame 5.
  • the purlins 51, 52 are fixed to the longitudinal members 50 by riveting.
  • the roof elements 6 are fixed to the purlins 51, 52 by screwing.
  • the heights of the purlins 51, 52 are adapted to obtain, with the roof elements 6, the desired roof slopes as explained above.
  • each gutter 45 is arranged to recovering the water flowing from the roof elements 6.
  • Each upright 40 of frame 4 comprises at its upper end a lifting ring 43.
  • Each spar 10 of the floor frame 1 comprises a longitudinally open profile.
  • the top portion has, in cross section, a support portion 12 of the panel.
  • Said panel support portion 12 supports the underside of a wall panel 80 over part of its width.
  • Said wall panel 80 fills the space delimited between said spar 10 of the floor frame 1 and the corresponding spar 50 of the ceiling frame 5.
  • Said wall panel 80 is intended to extend perpendicular to the average plane formed by the longitudinal members of the floor frame. Said wall panel 80 extends in particular between the floor frame 1 and the ceiling frame 5,
  • Said spar 10 also has a portion 13 unhooked with respect to said panel support portion 12 and located opposite a portion of the width of the bottom of the wall panel 80, to provide a free space between the underside of the wall panel 80 and the bottom of this part 13 off the spar 10.
  • the portion 13 extends the panel support portion 12 while being located at a height lower than that of the panel support portion 12, and the portion 13 is located by relative to part 12 on the outward facing side of the building.
  • Each spar 10 of the floor frame 1 receives an additional profile 8 in the general shape of angle having a first branch 81 at least partially overlapping the portion 13 in the hook, while maintaining a hook between said wallboard support portion 12 80 and said first leg 81.
  • Said angle also comprises a second leg 82 forming external lateral stop vis-à-vis said wall panel 80.
  • the second branch 82 is located on the side of the part 13 unhooked, opposite the wallboard support portion 12.
  • the longitudinal free edge of the first leg 81 is folded back to form in cooperation with the second leg 82 a water flow channel.
  • the portion 13 of the spar 10 unhooked from that 12 which carries the underside of the wall panel 80 allows, in cooperation with the additional section 8, to create a water collection zone spaced from said corresponding wall panel and thus to maintain it out of water which reduces the risk of corrosion and degradation of its insulation.
  • the wall panels are less subject to corrosion and the insulation of said panels has a longer life.
  • said framework has evacuation orifices arranged to evacuate the water collected in said free space defined between the unhooked portion 13 and the underside of said wall panel 80.
  • additional section 8 attached to the spar 10 of the floor frame has a plurality of through holes, forming said discharge orifices, which are formed, preferably in the connection zone between the two branches 81, 82, along said profile additional to allow the water collected in said profile to evacuate.
  • these discharge orifices are formed through the profile 10 and / or in one or more amounts of the construction.
  • the profile 10 also comprises in the vicinity of the panel support portion 12, on the opposite side to the unhooked portion 13, a fold 112 forming internal lateral stop vis-à-vis the wall panel 80.
  • the wall panel 80 extends between the longitudinal profile 10 of the floor frame 1 which carries it and the corresponding longitudinal profile 50 of the ceiling frame 5.
  • said spar 50 of the ceiling frame 5 comprises a U-shaped portion facing the spar 10 of the floor frame 1 to receive the top of the corresponding wall panel 80.
  • Each spar 10, 50 described above can be made of steel by cold profiling.
  • Said section is shaped from sheet metal coil that may have already received a treatment against corrosion, for example by Sendzimir (registered trademark), and / or a finishing surface treatment, such as pre-lacquering.
  • Sendzimir registered trademark
  • a finishing surface treatment such as pre-lacquering.
  • Said longitudinal profile 10 of the floor frame 1 also comprises a floor element support portion 3 located at a height greater than the panel support portion 80.
  • the floor element support portion 3 and the panel support portion 80 are separated from each other by said ply 112, perpendicular to said support portions 11, 12, which forms said lateral abutment with respect to each other. of the inner face of the panel 80.
  • the wall panel 80 thus goes down to a level lower than that of the floor elements 3 (also called decking) carried by the joists 2 of the floor frame, so that the wall panel 80 forms a thermal barrier at the level of the elements of the floor. floor, which improves the thermal insulation of the building.
  • the floor elements 3 also called decking
  • each spar 10 of the floor frame 1 also has a recessed portion 15 to accommodate the connecting rivet heads with the gable frames.
  • the outer side face of each spar 50 of the ceiling frame 5 also has a recess portion useful for housing the connecting rivet heads with the gear frames and / or the purlins.
  • the bottom portion of the longitudinal section 10 of the floor frame 1, opposite to that above which has the support portions 11, 12, has a ground support portion 16 and a support portion 17 of sleepers 2.
  • the support portion 17 of sleepers 2 is spaced from said ground support portion 16 in the direction of said support portions 11, 12. Said portion 17 is a substantially horizontal portion supported by the joists 2.
  • the maintenance of the joists 2 of the frame floor 1, spaced from the ground improves the insulation of the floor 3 and reduce the risk of rising damp.
  • the support portion 17 of sleepers 2 also makes it possible to support the insulation which extends between the joists 2 possibly by means of sub-surface elements 9.
  • the sub-faces 9 make it possible to protect the insulation between joists against the risks projection and against rodents.
  • said longitudinal members 10 are open on the inside of said floor frame 1, in the direction of one another, which allows to have the insulation between two beams 2 continuously a spar 10 to the other of the floor frame 1.
  • each beam 10 of the floor frame makes it possible to assemble, preferably by riveting, the joists 2 inside said longitudinal members 10, which reduces the risk of torsion of said longitudinal members 10 and therefore increases the rigidity of the floor frame 1.
  • said joists 2 are fixed inside the longitudinal members 10 resting on a substantially horizontal portion 17, so that, joists 2 being mainly subjected to downward vertical loads, the connection links between joists 2 and 10 longitudinal members are not stressed.
  • the open form of the spar 10 makes it easy to equip said floor frame 1 with fork passages 19, as illustrated in FIGS. Figures 1 and 1A .
  • the different parts of the spar 10 described above are formed in one piece with the rest of the spar, with the exception of the profile 8 attached to the upper portion of said spar 10.
  • each of the profiles 10 used to form the longitudinal members of the floor frame 1 combines the support functions of floor elements and joist support, as well as the support functions of a wall panel and water flow of rain through the additional section reported on said spar.
  • each pinion frame 4 comprises a profile similar to the profile which forms each beam 10 of the floor frame 1.
  • each pinion frame 4 thus comprises an open profile along its length which has, in cross section, a support portion 412 panel. Said support portion 412 of panel supports, over part of its width, the underside of the panel 42 for filling the frame 4.
  • Said section 41 also has a part 413 unhooked with respect to said panel support portion 412 and located opposite a portion of the width of the underside of the wall panel 42, to provide a free space between the underside of the wall panel 42 and the bottom of this portion 413 off the profile 41.
  • Said profile 41 receives an additional profile 48 in the general shape of an angle which has a first branch coming to cover the part 413 on the hook, while maintaining a free space between the wall panel 42 and said additional profile 48.
  • the additional profile 48 comprises also a second branch which forms an external lateral stop vis-à-vis said wall panel 42.
  • the portion 413 on the hook of the section 41 allows, in cooperation with the additional section 48, to create a water collection zone spaced from said corresponding wall panel and thus to keep it out of water, which reduces the risk of corrosion and degradation of its insulation.
  • said framework has evacuation orifices arranged to evacuate the water collected in said free space defined between the portion 413 unhooked and the bottom of said wall panel 42.
  • additional section 48 attached to the profile 41 of the floor frame has a plurality of through orifices, forming said discharge orifices, which are formed along said additional section, preferably in the connection zone between the two branches, to allow the water collected in said profile to evacuate. Additionally or alternatively, it can be provided that these discharge holes are formed through the profile 41 and / or in one or more amounts of the construction.
  • the profile 41 also comprises in the vicinity of the panel support portion 412, on the opposite side to the unhooked portion 413, a fold forming an internal lateral stop vis-à-vis the wall panel 42.
  • the wall panel 42 extends between the cross member 41 of the lower frame 4 which carries it and the corresponding upper cross member 45 of the frame 4 pinion.
  • the upper cross member 45 comprises a U-shaped portion facing the lower cross member 41 of the frame 4 to receive the top of the wall panel 42 corresponding.
  • Said section 41 also comprises a floor element support portion 411 located at a height greater than the panel support portion 422.
  • the floor element support portion 411 and the panel support portion 422 are separated by one of the other by said fold, perpendicular to said support portions 411, 412, which forms said lateral stop vis-à-vis the inner face of the panel 42.
  • the wall panel 42 thus descends to a level lower than that of the floor elements 3 carried by the joists 2 of the floor frame, so that the wall panel 42 forms a thermal barrier at the level of the floor elements, which allows to improve the thermal insulation of the building.
  • the bottom portion of the profile 41 opposite that above that has the support portions 411, 412, has a portion 416 ground support and a portion 417 support, spaced from said portion 416 ground support and substantially horizontal which can be used to carry the sub-faces 9 which connect the lower portions of the joists 2 to each other.
  • Each joist 2 of the floor frame 1 comprises, on the one hand, a lower portion forming a support base 29 of the joist 2 on each spar 10 and, on the other hand, an upper portion which comprises a support portion 23 of a thermal break element 24.
  • Said upper portion also comprises lateral stops 21, 22 which extend on either side of the longitudinal axis of said support portion 23 to contain said thermal break element 24.
  • thermal insulation element or elements 24 between two lateral stops 21, 22 makes it easy to ensure, and without any additional fixing, that said thermal insulation element 24 does not fall during the setting up. floor elements 3 resting on said thermal insulation elements 24.
  • thermal insulation element 24 is meant an element made of a material of lower thermal conductivity than the material used for producing the joists, and preferably floor elements, so as to form a thermal break between the joists and the joists. floor elements.
  • each thermal insulation element 24 may be made of a material such as wood, plastic, or composite.
  • intermediate pieces 24 can be used. It is thus possible to use pieces of solid or hollow section for example of rectangular shape, or of open section, for example U-shaped, and returned to minimize the heat exchange surface with the profile metal of the joist.
  • Each joist also comprises a main body 20 which extends between said lower and upper portions of the joist 2, preferably substantially vertically, that is to say orthogonally to the floor elements 3.
  • Said support base 29 comprises two feet distributed on either side of the main body 20 of the joist.
  • Said lateral stops 21, 22 thus extend transversely to the longitudinal members.
  • Each of the lateral abutments 21, 22 of said support portion 23 extends to a height less than that of the thermal bridge breaking element 24 contained between said lateral abutments 21, 22 so that the floor elements 3 rest in support. on the thermal break element 24, without direct contact with the joist 2.
  • each joist 2 is formed by profiling a blank.
  • One of the lateral stops 21 is formed by cutting the joist blank 2 at a plurality of zones of the support portion 23. Said lateral stop 21 originates from the fold zone between the main body 20 and the support portion 23. Several parts of the joist blank are thus cut along said joist 2 and straightened in the manner of tabs to form the stops 21 desired.
  • the support base 29 which extends on either side of the main body 20 of the joist 2 also forms a support for the sub-face elements 9 which connect the joists to each other.
  • the support base 29, the main body 20, the support portion 24 and the lateral abutments 21, 22 of the joist are formed in one piece.
  • the panel elements 24 are fixed, for example by screwing, through the thermal insulation elements 24 and the corresponding joists of said ceiling frame.
  • Said floor frame 1 comprises a plurality of panel elements 3 connected to each other, preferably by male / female type engagement.
  • the connection zone between two panels 3 is located at the right of a thermal break element 24 carried by a joist 2.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
EP20130170379 2012-06-11 2013-06-04 Modulkonstruktion und entsprechendes Verfahren zum Zusammenbau Active EP2674538B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1255406A FR2991695B1 (fr) 2012-06-11 2012-06-11 Construction modulaire et procede d'assemblage correspondant

Publications (2)

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EP2674538A1 true EP2674538A1 (de) 2013-12-18
EP2674538B1 EP2674538B1 (de) 2014-12-17

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FR (1) FR2991695B1 (de)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9347222B2 (en) 2014-07-18 2016-05-24 Herve Bottin Welded roof for modular building units
US9556612B2 (en) 2014-07-18 2017-01-31 Williams Scotsman, Inc. Floor assembly for modular building units
US9631365B2 (en) 2014-07-18 2017-04-25 Williams Scotsman, Inc. Interlocking wall panels for modular building units
CN108974262A (zh) * 2018-07-26 2018-12-11 上海外高桥造船有限公司 框架
BE1025256B1 (nl) * 2017-10-23 2018-12-19 Constructie Bedrijf Zutendaal N.V. Modulaire bouwunit
WO2019034279A1 (en) 2017-08-18 2019-02-21 Knauf Gips Kg MODULAR SYSTEM FOR CREATING A STRUCTURE, MODULE CONNECTOR AND STRUCTURE COMPRISING A MODULAR SYSTEM
GB2596117A (en) * 2020-06-18 2021-12-22 Portakabin Ltd A modular building unit
CN114164942A (zh) * 2021-11-24 2022-03-11 中冶天工集团有限公司 一种装配式外保温钢结构箱体

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DE102015216125A1 (de) * 2015-08-24 2017-03-02 Kramer Gmbh Bausatz eines Wohnmoduls

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DE9312108U1 (de) * 1993-08-13 1993-11-11 DSG Systembau GmbH, 56470 Bad Marienberg Metall-Skelett für den Endausbau zu einem begehbaren Mehrzweck-Container
EP1564337A1 (de) * 2004-02-12 2005-08-17 Algeco Modul für modulare Baustruktur

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9312108U1 (de) * 1993-08-13 1993-11-11 DSG Systembau GmbH, 56470 Bad Marienberg Metall-Skelett für den Endausbau zu einem begehbaren Mehrzweck-Container
EP1564337A1 (de) * 2004-02-12 2005-08-17 Algeco Modul für modulare Baustruktur

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9347222B2 (en) 2014-07-18 2016-05-24 Herve Bottin Welded roof for modular building units
US9556612B2 (en) 2014-07-18 2017-01-31 Williams Scotsman, Inc. Floor assembly for modular building units
US9631365B2 (en) 2014-07-18 2017-04-25 Williams Scotsman, Inc. Interlocking wall panels for modular building units
RU2757267C2 (ru) * 2017-08-18 2021-10-12 Кнауф Гипс Кг Каркас, базовая каркасная конструкция, модуль, профиль, комплект конструктивных элементов для модульного строительства и здание модульного строительства
JP2020535331A (ja) * 2017-08-18 2020-12-03 クナウフ ギプス カーゲー モジュラ構造およびモジュラ構造建物のためのフレーム、基本フレームワーク、モジュール、プロファイル、および建造物要素のセット
WO2019034279A1 (en) 2017-08-18 2019-02-21 Knauf Gips Kg MODULAR SYSTEM FOR CREATING A STRUCTURE, MODULE CONNECTOR AND STRUCTURE COMPRISING A MODULAR SYSTEM
WO2019034224A1 (en) * 2017-08-18 2019-02-21 Knauf Gips Kg FRAME, FRAME, PROFILE AND STRUCTURAL ELEMENT ASSEMBLY FOR MODULAR CONSTRUCTION AND MODULAR CONSTRUCTION BUILDING
KR20200040287A (ko) * 2017-08-18 2020-04-17 크나우프 깁스 카게 모듈식 구조 건물 및 모듈식 구조를 위한 프레임, 기본 프레임워크, 모듈, 프로파일 및 구조 요소 세트
CN111133159A (zh) * 2017-08-18 2020-05-08 可耐福石膏两合公司 框、基本框架、模块、型材、用于模块化建造的结构元件组及模块化建筑
JP2020531715A (ja) * 2017-08-18 2020-11-05 クナウフ ギプス カーゲー 建造物を作製するためのモジュラシステム、モジュールコネクタ、およびモジュラシステムを備える建造物
JP2022163177A (ja) * 2017-08-18 2022-10-25 クナウフ ギプス カーゲー モジュラ構造およびモジュラ構造建物のためのフレーム、基本フレームワーク、モジュール、プロファイル、および建造物要素のセット
US11105088B2 (en) 2017-08-18 2021-08-31 Knauf Gips Kg Modular system for creating a structure, module connector and structure comprising a modular system
CN114607050A (zh) * 2017-08-18 2022-06-10 可耐福石膏两合公司 框、基本框架、模块、型材、用于模块化建造的结构元件组及模块化建筑
BE1025256B1 (nl) * 2017-10-23 2018-12-19 Constructie Bedrijf Zutendaal N.V. Modulaire bouwunit
CN108974262A (zh) * 2018-07-26 2018-12-11 上海外高桥造船有限公司 框架
GB2596117A (en) * 2020-06-18 2021-12-22 Portakabin Ltd A modular building unit
CN114164942A (zh) * 2021-11-24 2022-03-11 中冶天工集团有限公司 一种装配式外保温钢结构箱体

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FR2991695B1 (fr) 2014-07-11
EP2674538B1 (de) 2014-12-17
FR2991695A1 (fr) 2013-12-13

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