WO2017122071A1 - Cladding for a modular frame structure - Google Patents
Cladding for a modular frame structure Download PDFInfo
- Publication number
- WO2017122071A1 WO2017122071A1 PCT/IB2016/057969 IB2016057969W WO2017122071A1 WO 2017122071 A1 WO2017122071 A1 WO 2017122071A1 IB 2016057969 W IB2016057969 W IB 2016057969W WO 2017122071 A1 WO2017122071 A1 WO 2017122071A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- cladding
- frame structure
- modular frame
- structure according
- box
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
Definitions
- the present invention relates to a cladding of a modular frame structure, of the type used for assembling even complex buildings.
- a complex frame is meant, obtained by means of interconnecting several module frames identifying an outer wall of the building, which has to be cladded, as well as a plurality of intermediate floors and partitions which give shape and function to the building.
- European patent application N. 2,213,807 Al describes a modular wall formed by spacing elements and several overlapped panels.
- European patent application N. 2,444,565 Al describes a connection system for panels arranged on a building facade, wherein the framework includes a metallic rigid element which is used for connecting the plates and which gives the structure the required resistance.
- British patent application N. 2,524,025 describes an assembly structure for panels, comprising a framework constituted by elements fixed therebetween, to provide passage channels for electrical services.
- US patent N. 6,134,860 A relates to a frame for prefabricated structures constituted by coupled walls implementing a support for surface boardings.
- US patent N. 6,256,960 Bl describes a prefabricated building with framework-like peripheral elements which are used to position the outer walls.
- US patent N. 2010/0095621 A describes an insulating panel provided with fixed joints for assembling additional panels .
- US patent application N. 2012/0247043 describes a building modular system wherein frame peripheral elements define passages in which panels are inserted constituted by an outer foil, an inner foil, and an insulating intermediate element.
- British application N. GB 2,412,385 A describes a cladding according to the preamble of the enclosed claim 1, however without intermediate claddings between different module frames.
- the state of art offers very diversified solutions, but they hardly adapt to a modular frame formed by beams and by knots of metallic nature, which can be used in climatic areas very different therebetween and which however has to guarantee an insulation adequate to the reference climatic area, without thermal bridges causing not correctly insulated areas, with a consequent energy loss .
- the technical problem underlying the present invention is to provide a cladding of a modular frame structure allowing to obviate the drawback mentioned with reference to the known art.
- the main advantage of the cladding according to the present invention lies in allowing, the assembly procedure being equal, a considerable freedom in selecting thicknesses and materials which adapt to a frame with beams and metallic joints, by obtaining an overall homogeneous and optimum insulation.
- figure 1 shows an axonometric view of a complex frame resulting from assembling several module frames of the structure, which is suitable to receive a cladding according to the present invention, wherein the mentioned dimensions represent purely indicative and not limiting values;
- figure 2 shows a detail of a module frame of figure 1, with an exploded view illustrating the scheme for assembling a cladding according to the present invention
- figure 3 shows a vertical section of a complex building illustrating both the complex frame of figure 1 and the cladding of the present invention
- figure 4 shows a first enlarged detail of the cladding of figure 3 in cross section
- figure 5 shows a horizontal and partial section of the cladding of figure 3;
- figure 6 shows a front view of the cladding of figure 3;
- figure 7 shows a second enlarged detail of the cladding of figure 3 in cross section.
- figure 8 shows a third enlarged detail of the cladding of figure 3 in horizontal section.
- a complex frame of a modular building structure is designated with 1; it is constituted by a certain number of module frames which has a substantially parallelepiped-like shape and are identified by the longitudinal beams 2, by the vertical beams 3 and by the transversal beams 4.
- Each module frame has sizes allowing it to fall within the shape of a container which can be transported by ordinary route, in case loaded on the platform of an articulated vehicle, without requiring a special transportation to move it from the assembly site to the production site.
- a building module then will correspond to each module frame, the building module comprising the related claddings which will be described hereinafter, and which can be assembled at works, before the transportation to the laying site.
- each module frame has then angles wherein the longitudinal, vertical and transversal beams 2, 3, 4 join.
- the complex frame 1 comprises a plurality of connecting knots 5 joining module frames adjacent laterally on the same horizontal or vertical plane, on the lower side or upper side on staggered planes, or providing for the connection of the module frames to a suitably arranged flat basement 80, or to a not represented roof structure.
- each knot 5 change according to the knot position, in particular each knot 5 should be capable of providing for the mutual connection of a number of module frame varying from one to eight and thereof with basement 80.
- each knot 5 has a box-like structure with a cubic and hollow parallelepiped-like shaped inner core 6, formed by six walls faced two by two, each wall with a circular opening so that they form respective channels opened according to orthogonal axes X, Y and Z. Such channels are opened, and the core inside provides a space for passing through a channel or from a channel to the other one.
- the core could be made of a suitable material, for example steel, preferably in one single piece and with adequate thicknesses, so as to have the resistance required for any design stress.
- the core 6 comprises a corresponding supporting plate 7, for a total of six supporting plates, parallel or orthogonal therebetween two by two; in particular, the plates 7 of openings one in front of the other one are parallel therebetween, and the plates 7 of openings on adjacent plates are orthogonal therebetween (figure 2) .
- the supporting plates could be made of suitable material, in case in one single piece with the core 6, or by means of welding of pieces.
- two supporting plates 7 can extend one beyond the other one and viceversa, by forming a side rest formed by two L-like positioned plate ends.
- a supporting plate 7 is not crossed by any of the adjacent plates, it forms a resting plane which can be connected to a basement or a roof (figure 2) .
- knots 5 allow not only to connect adjacent module frames, but to space apart them one from the other one. This determines two substantially combined effects :
- the overall sizes of the complex frame obtained by assembling module frames will be larger than the sum of the sizes of the single module frames
- each module frame could allow, together with the presence of the above-mentioned channels in each knot 5, to arrange easily through plants of electric, water nature (mains water, white water, waste water, heating, refrigeration) , air conditioning plants, service tubes, alarm plants and so on .
- the first one of said effects allows to make each pre- assembled module capable of being transported in a simple way, as a usual container, and then to obtain a building the overall sizes thereof would not be otherwise compatible with normal transportation systems.
- Each angle will include a box-like connecting element 8, formed by two or three walls connected therebetween, which will be in contact with the respective rest.
- the frame beams have a L-like section with the inner angle facing towards the inner space of the module frame, to provide a support to the edges of the inner panels 9 which will be described hereinafter with greater detail.
- the L-like beams, as well as the connecting elements 8, could be made of suitable material, for example a folded or forged steel plate, or obtained by welding.
- Each module although formed by a frame which repeats module by module, could assume very different shapes, but it will include, at the walls forming the outer surface of a complex building, outer paddings which could be adapted to the climatic area of interest.
- the rests arranged by the knots 5 could receive respective stopper ⁇ like elements 10, for closing the opening faced outwards, and framework elements 11 extending from a knot to the other one and which will be used to support a cladding panel 20. They will be described hereinafter with greater details .
- each so-obtained framework would provide a different cladding, so as to obtain different compositions.
- stopper-like elements and the framework elements have the task, together with the panels 20, to close the outer surfaces of the building, but even to implement a seal preventing the air from entering the intermediate spaces between the module frames 10, acting as thermal and acoustic insulation and even for fireproofing purposes.
- Such seal can be implemented thanks to self-expanding belts and gaskets, arranged on the edges of the stopper ⁇ like elements and of the framework elements.
- the above-described structure obtained by assembling the knots 5 with the module frames further allows to obtain an adequate resistance to earthquake motions according to the existing rules.
- Each module frame 10 could include elements for reinforcing the structure thereof.
- the section of the beams 2, 3, 4 could be of box-like type; the beams could be connected by vertical struts arranged on the vertical faces, or angular brace assemblies or additional diagonal beams, or even transversal currents on any face .
- the outer panel 20 comprises a box-like reinforcement 21 made of wood or steel; inside, the reinforcement 21 comprises angular elements 22 for assembling the walls constituting the reinforcement, which thus results to be closed. Inside, the reinforcement 21 has a filler 23 which could be selected in relation to the use climatic area.
- such filler 23 could comprise panels made of wood fibre with variable density, selected based upon the climatic area.
- the filler will be included in a casing made of cloth or paper to guarantee the air seal and the thermohygrometric equilibrium of the filler 23.
- the reinforcement 21 defines an outer face and an inner face of the outer panel 20.
- the panel comprises a compensation foil 24 made of compressible material, which is suitable to be rested on an inner panel 9.
- the compressibility of the foil 24 guarantees a perfect adhesion to the inner panel and the assembly clearance compensation.
- the material of the compensation foil 24 can be cork or other material suitable to compensate a possible clearance and the thickness of the plate which constitutes the beam, for example a thermoplastic material such as neoprene.
- the outer panel 20 comprises a plurality of fastening pins 25 infixed in the wall of the reinforcement 21 through the angular elements 22, which are stiff and made of metallic material, thus by offering the required structural support.
- a flat element of outer finishing 26 can be assembled to the fastening pins 21 existing at each angle of the outer panel 20, which flat element forms an empty air gap 27 between it and outer face of the outer panel 20.
- the fastening pin 25 is equipped with L-like connecting elements 28, equipped with suitable slotted holes for engaging a bolting 29 made of steel .
- the flat element 26 can be constituted by a panel of any nature: for example a panel made of treated wood, steel, aluminium, a stratified layer made of glass or other transparent or semi-transparent material, a sheet of compressed concrete, a plate made of natural or artificial stone (marble etc.), a photovoltaic module.
- the outer panel 20 can be constituted by a plurality of panel-like elements 40 arranged edge against edge to form a more extended plane, with an overall size to constitute a cladding for a whole wall of module frame (figure 6) ; this assembling can be implemented by fixing therebetween the end angular elements 22 of each panel-like element 30 through the respective reinforcement 21.
- the inner panel 9 instead comprises the overlapping of a pair of layers: a first bearing layer 91, which for example can be made of wood, in particular of multi- layered wood, and which is facing outwards; and a second insulating thermal layer 92, for example a layer made of a vegetable fibre such as linen, which is facing inwards.
- a first bearing layer 91 which for example can be made of wood, in particular of multi- layered wood, and which is facing outwards
- a second insulating thermal layer 92 for example a layer made of a vegetable fibre such as linen, which is facing inwards.
- a barrier 93 for the air seal and to keep a thermohygrometric equilibrium of conventional type, and in case a layer of plaster fibre 94.
- inner panel 9 can be used for the ceiling of each inner environment (figure 3), whereas the floors, designated with 30, will comprise, too, a first bearing layer 91, still made of multi-layered wood, facing downwards, as well as a plurality of insulating layers 95 which can include foam material of vitreous type (ex. expanded perlite) , vegetable fibres (fibres made of wood, cellulose, an air gap 99 between the bearing layer and the insulating layers, and, of course, a coating 97 for floors on the surface exposed to trampling .
- foam material of vitreous type ex. expanded perlite
- ducts or pipes related to plants integrated in the floor can be provided, for example ducts for the hot water of a floor heating, ducts for electrical cables, alarm systems and so on .
- the cladding comprises first box-like elements arranged at the conjunction of the inner panels 9 and of the floors 30.
- the first box-like elements 31 comprise a box made of steel 32 with a filler 36 which comprises an insulating material, for example a foam material such as expanded perlite (figure 8) .
- the vertical edges of the complex frame comprise a second box-like element 33 (figure 8) analogous to the previous one, arranged at the respective inner panels 9.
- the cladding comprises third box-like elements 34 which, differently from the previous ones, comprise a box made of wood 35 and a filler analogous to the previous one (figures 7 and 8) .
- the above-mentioned box-like elements can be opened, to allow screwing the beams of the module frame to the knot, once the box is empty. Once completed this assembling phase, the box is closed and filled up with a filler 36, which is even heat insulating and fireproofing agent.
- pins 25, analogous to those already described, can be fastened to the box made of wood 35, which pins support a beam cover 37 acting as joint between the flat elements of outer finishing 26, with snap insulating connections 38 arranged at the respective edges (figure 7) .
- the third box-like elements 34 then constitute the stoppers 10, for closing the openings of the joints 5 faced outwards, and the framework elements 11 of figure 2.
- the inner sizes of the module frame remain the same, so that it is possible planning different types of module frame, equipped with inner panels and floors, without the design being influenced in any way by the target climatic area .
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA3011324A CA3011324A1 (en) | 2016-01-13 | 2016-12-23 | Cladding for a modular frame structure |
CN201680078830.3A CN108884674A (en) | 2016-01-13 | 2016-12-23 | The covering of modular frame structure |
EP16836097.2A EP3402935A1 (en) | 2016-01-13 | 2016-12-23 | Cladding for a modular frame structure |
AU2016386337A AU2016386337A1 (en) | 2016-01-13 | 2016-12-23 | Cladding for a modular frame structure |
US16/068,786 US20190048584A1 (en) | 2016-01-13 | 2016-12-23 | Cladding for a modular frame structure |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITUB2016A009956A ITUB20169956A1 (en) | 2016-01-13 | 2016-01-13 | Plugging of a modular frame structure |
IT102016000002458 | 2016-01-13 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2017122071A1 true WO2017122071A1 (en) | 2017-07-20 |
Family
ID=55795146
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2016/057969 WO2017122071A1 (en) | 2016-01-13 | 2016-12-23 | Cladding for a modular frame structure |
Country Status (7)
Country | Link |
---|---|
US (1) | US20190048584A1 (en) |
EP (1) | EP3402935A1 (en) |
CN (1) | CN108884674A (en) |
AU (1) | AU2016386337A1 (en) |
CA (1) | CA3011324A1 (en) |
IT (1) | ITUB20169956A1 (en) |
WO (1) | WO2017122071A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3835234A1 (en) | 2019-12-11 | 2021-06-16 | REM d.o.o. | A seal for an airtight connection of modular units and a method for installation of modular units into a building using the said seal |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020087150A1 (en) * | 2018-10-30 | 2020-05-07 | Westbank Projects Corp. | Apartment balcony |
RU201889U1 (en) * | 2020-06-04 | 2021-01-20 | Дмитрий Васильевич Левин | Frame for fixing facing slabs (stone) on the surface of the column |
JP7533890B2 (en) | 2020-08-03 | 2024-08-14 | 前田建設工業株式会社 | Steel frame installation stand and steel frame installation method |
CN112324218A (en) * | 2020-11-23 | 2021-02-05 | 翟燕芳 | General steel construction of frame for assembly type structure |
USD1012322S1 (en) * | 2021-07-22 | 2024-01-23 | Mccleskey Professional Services | Mausoleum |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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WO1998056999A1 (en) * | 1997-06-11 | 1998-12-17 | Ge Capital Modular Space Bvba | Displaceable cabin with removable walls |
GB2412385A (en) * | 2004-03-24 | 2005-09-28 | Ws Atkins Consultants Ltd | Fixture assembly; modular building structure |
FR2951213A1 (en) * | 2009-10-09 | 2011-04-15 | Exaitec | Parallelepiped modular construction structure for construction of building, has vertical angle posts whose upper parts are provided with fixing units for fixing loading unit in order to authorize lifting |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1350942A (en) * | 1971-07-17 | 1974-04-24 | Snowling R Naylor B P | Wall panel and column connections in a building |
GB0324363D0 (en) * | 2003-10-17 | 2003-11-19 | Verbus Ltd | Building modules |
CN200949268Y (en) * | 2006-09-15 | 2007-09-19 | 薛征宇 | Combined type framework connecting component |
CN101709592A (en) * | 2009-03-18 | 2010-05-19 | 罗进南 | Internal insulated building block or concrete building with multi-purpose low permeability layer |
EP2270287A1 (en) * | 2009-06-29 | 2011-01-05 | Rockwool International A/S | A building assembly with a corner profile for an insulating building system |
CN101967899A (en) * | 2009-07-27 | 2011-02-09 | 王广武 | Wood plastic and metal integrated earthquake-resistant construction |
CN101718126B (en) * | 2009-10-29 | 2011-07-20 | 陈毛宁 | Connecting assembly of combined frame |
CN103903652B (en) * | 2014-04-11 | 2016-05-04 | 中国科学院合肥物质科学研究院 | A kind of little module tritium propagation cladding systems |
-
2016
- 2016-01-13 IT ITUB2016A009956A patent/ITUB20169956A1/en unknown
- 2016-12-23 AU AU2016386337A patent/AU2016386337A1/en not_active Abandoned
- 2016-12-23 EP EP16836097.2A patent/EP3402935A1/en not_active Withdrawn
- 2016-12-23 WO PCT/IB2016/057969 patent/WO2017122071A1/en active Application Filing
- 2016-12-23 US US16/068,786 patent/US20190048584A1/en not_active Abandoned
- 2016-12-23 CA CA3011324A patent/CA3011324A1/en not_active Abandoned
- 2016-12-23 CN CN201680078830.3A patent/CN108884674A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998056999A1 (en) * | 1997-06-11 | 1998-12-17 | Ge Capital Modular Space Bvba | Displaceable cabin with removable walls |
GB2412385A (en) * | 2004-03-24 | 2005-09-28 | Ws Atkins Consultants Ltd | Fixture assembly; modular building structure |
FR2951213A1 (en) * | 2009-10-09 | 2011-04-15 | Exaitec | Parallelepiped modular construction structure for construction of building, has vertical angle posts whose upper parts are provided with fixing units for fixing loading unit in order to authorize lifting |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3835234A1 (en) | 2019-12-11 | 2021-06-16 | REM d.o.o. | A seal for an airtight connection of modular units and a method for installation of modular units into a building using the said seal |
Also Published As
Publication number | Publication date |
---|---|
ITUB20169956A1 (en) | 2017-07-13 |
CA3011324A1 (en) | 2017-07-20 |
US20190048584A1 (en) | 2019-02-14 |
EP3402935A1 (en) | 2018-11-21 |
CN108884674A (en) | 2018-11-23 |
AU2016386337A1 (en) | 2018-07-26 |
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