EP3456893B1 - Module industrialisé pour solutions préfabriquées d'habitation - Google Patents

Module industrialisé pour solutions préfabriquées d'habitation Download PDF

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Publication number
EP3456893B1
EP3456893B1 EP17892646.5A EP17892646A EP3456893B1 EP 3456893 B1 EP3456893 B1 EP 3456893B1 EP 17892646 A EP17892646 A EP 17892646A EP 3456893 B1 EP3456893 B1 EP 3456893B1
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EP
European Patent Office
Prior art keywords
module
level
thickness
industrialised
series
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.)
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Application number
EP17892646.5A
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German (de)
English (en)
Other versions
EP3456893A1 (fr
EP3456893A4 (fr
Inventor
Javier Exposito Perez
Mario APARICIO RODRIGUEZ
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.)
Azarquitectos SLP
Cubriahome SL
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Azarquitectos SLP
Cubriahome SL
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Publication of EP3456893A4 publication Critical patent/EP3456893A4/fr
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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts

Definitions

  • the object of the present invention is to provide an industrialised module for prefabricated housing solutions that serves as a construction unit for creating any type of building by means of the juxtaposition of the units.
  • the present invention is characterised by the special construction characteristics of each and every one of the elements forming part of the module, and their relative arrangement and inter-relation, achieving a module that enables a series of requirements related to habitability and safety reinforcement to be resolved, given that the use for which it is intended requires certain highly demanding technical responses.
  • the present invention therefore pertains to modular assemblies. More specifically, it pertains to modular assemblies made from metal structures that seek to resolve housing problems.
  • FR 2 267 435 A1 discloses an industrialised module for prefabricated housing solutions comprising:
  • the object of the present invention is therefore to develop
  • the object of the present invention is to provide an industrialised module that serves as a construction unit for creating any type of building by means of the juxtaposition of said units.
  • the particularity of the module is that it satisfies a series of requirements related to habitability and safety reinforcement, since the use for which it is intended is required to meet certain highly demanding technical requirements.
  • the modules comprising the invention are provided with all the elements necessary to allow for any requirement of use.
  • the modules may be used to form anything from a simple warehouse to homes with a high degree of comfort.
  • the modules are sized to comply with any legislative consideration with regard to size of spaces, lighting, ventilation and thermal and acoustic insulation, and are capable of accommodating any type of electrical or plumbing installation, or any that may be requested in concealed, accessible and protected form, within the parameters of international regulations.
  • the most important feature of the module lies in its safety functions.
  • It comprises a reinforced module capable of resisting major shocks and thus guaranteeing the safety of the occupants.
  • the facades and roof of the module are reinforced, with all walls linked to the exterior of the construction protected.
  • Reinforcement of the facades has been achieved by incorporating sheet steel of at least 3 mm in thickness into the envelope, which can be modified to meet greater safety requirements simply by increasing said thickness.
  • the sheets are arranged in such a way as to form a construction element like any other, capable of serving as a support for other construction elements such as finishes, woodwork, installations, etc.
  • a design is achieved of reinforcing sheet capable of being incorporated with standard norms of modulation, making it highly compatible with the standardised dimensions of all products on the market.
  • Another of the design challenges satisfied by the module comprising the invention is reinforcement of the roof.
  • the covering structure is capable of resisting a permanent load of 22 tonnes, allowing a safety cushion to be installed consisting of sand bags with thicknesses of up to 60 cm, thus guaranteeing that strong shocks are absorbed without altering the stability and safety of the dwelling.
  • the module has two roof slabs spaced in such a way that a free space is formed between them to absorb possible warping that might affect the habitable area.
  • the module has been designed in such a way as to enable some of the elements comprising the structure to be transferred in assembled form from the factory, thus minimising assembly times and the resources and personnel required for on-site construction.
  • the lower floor slab and the double roof slab will be fitted into the top of the pillars in a fast and effective process and with a degree of precision that will allow perfect structural stability.
  • the trusses or latticework crowning the roof which will provide support to the roof finishing, will be installed. Once the structure has been installed, the other elements comprising the module will be incorporated simply until finishing.
  • the pillars are designed in such a way that, in addition to their structural function, they can accommodate concealed installations such as downspouts for water collecting on the roof and other installations running through the cavity in the facade walls. In turn, they act as a support for the ground and roof slabs which will be joined to them via bushings allowing the slab to be threaded along the pillar.
  • the required damping in the roof has been achieved by means of a double slab. These two slabs are spaced at a distance of 20 cm, allowing considerable warping resulting from shock on the upper slab to be minimised by being transmitted to the lower slab.
  • the enclosing elements of facades and side walls are in sheet steel of a minimum thickness of 3 mm, it is difficult to ensure they can be installed manually on site. In principle, this means that their size must be limited to allow this goal to be achieved.
  • the dimensions must be modular and compatible with norms established by other elements forming part of the module with standard dimensions.
  • This element has tray dimensions of 50 cm in width by 2.50 m in height, and a weight of approximately 45 kg, allowing manoeuverability and manual installation on site.
  • This configuration allows continuous facade walls to be created simply by juxtaposing elements, also enabling openings to be provided, be they windows or doors, simply by altering the length. They are designed to accommodate the facade finish, since when the two are joined, a strip is created to which it will be possible to bolt or adhere any type of finish.
  • the reinforcement is arranged as a sheet in the wall which together with the insulating panel and the cavity provided between the two elements gives an optimal functional response to the requirements demanded.
  • the prefabricated structures In order to provide a structural response to the constraints arising from the strong loads caused by the placing of sand on the roof and the condition of damping against shocks, the prefabricated structures have been rearranged in order to allow all elements to be adapted to the required specifications, without sacrificing the design philosophy.
  • the structural calculation requires pillars and slabs designed to warp within very restricted limits, given that the other elements forming the module remain unaltered by the effect of the loads.
  • the industrialised module forming the invention comprises:
  • the first level (1) of the roof comprises a perimeter frame (4) and a first ribbed sheet (5) whose function is to allow rainwater to run off via the pillars (16).
  • the roof is lean-to, with a single pitch of 4%.
  • the second level (2) of the roof comprises a first perimeter frame (8) preferably, of standard IPE steel profile and a series of first tubular crossbeams (9) on which a second ribbed sheet (10) is placed, leaving the first level (1) joined to the second level (2) by means of a series of side lattices (7) and intermediary lattices (6).
  • the second ribbed sheet (10) may have a thickness of 0.6 mm and will serve to support the load for the upper reinforcement consisting of a cushion of sand bags with a thickness of 60 cm.
  • the third roof level (3) comprises a second perimeter frame (11) and a series of second tubular crossbeams (12) under which thermal and acoustic insulation in mineral wool (13) is laid under which a waterproof wooden board (14) is laid, and in turn, under the latter, a series of folded sheet slats (15) forming a false ceiling.
  • the facades and side walls are made with sandwich panels (19) formed by a steel sheet, followed by a core of high-density polyurethane foam, closed off with a second steel sheet.
  • the thickness of the different elements might be as follows: for the external steel sheets a thickness of 0.5 mm; for the internal insulation, a thickness of 60 mm.
  • This arrangement achieves 0.32 W/m2 K of heat insulation, between 30 and 35 DB of acoustic insulation depending on the frequency and a fire classification of B s3, d0.
  • the sandwich panel (19) can be covered externally with a phenolic board (20) 6 mm in thickness, and internally by a pillar finish (21) in white lacquered sheet.
  • the flooring is in synthetic wood parquet which in one possible embodiment might comprise:
  • the entire interior can be protected with a skirting board (26).
  • Figure 4 shows a depiction of a pillar (16) which, as can be seen, is a hollow structure which allows concealed passage of downspouts for water gathered on the roof and accommodation of other installations running through the cavity of the facade walls. In turn, they act as a support for the ground and roof slabs which will be joined to them via bushings allowing the slab to be threaded along the pillar.
  • connection head (16.1) At the upper end of each pillar (16) there is a connection head (16.1), while at the lower end there is a base (16.2) connecting to the ground and to the lower slab (17).
  • Partition walls Formed by sandwich panel sheet of 0.5 mm in thickness, polyurethane foam core of 60-40 mm in thickness and sheet of 0.5 mm in thickness. This arrangement achieves 0.46 W/m2 K of heat insulation, between 25 and 30 DB of acoustic insulation, depending on the frequency, and a fire classification of B s3 d0.
  • Exterior and interior doors The exterior access door to the dwelling is provided in panelled aluminium with a safety lock.
  • the interior doors envisaged are of aluminium frame with galvanised steel sheet, white with PVC handles.
  • Windows Sliding windows with 2 aluminium sheets and double glazing, thickness 4/6/4 m.
  • Sanitary appliances are in white porcelain, of the Roca brand or similar, with mixer taps in wash-hand basins and sinks and double taps in the shower. A toilet of the same material characteristics is included.
  • Plumbing and electrical installations are made as per legislation using copper pipes.
  • the predicted drainage is limited to evacuation from the toilet and kitchen sink by means of 90 mm diameter PVC pipes.
  • Connections will be made by the fitter/developer. Drainage will be installed by the customer in the foundation bed.
  • the electrical installation will be made with concealed corrugated pipe and fitted mechanisms and junctions.
  • the sections of the conductor filament meet the specifications of the Low Voltage Electrotechnical Regulations (Reglamento Electrotécnico de Baja Tension) (RD 2143/1973), for a basic degree of electrification.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Claims (7)

  1. Module industrialisé pour des solutions de logement préfabriqué comprenant :
    - Un toit composé de trois niveaux, un premier niveau (1), suivi d'un deuxième niveau (2) et terminé par un troisième niveau (3)
    - Une série de piliers (16) reliés à leur extrémité supérieure au troisième niveau (3) et à leur extrémité inférieure au sol et
    - Une dalle inférieure (17) reliée aux piliers et soutenue par une série de supports centraux (18)
    où ;
    - le premier niveau (1) du toit comprend un cadre périphérique (4) et une première tôle nervurée (5),
    - le deuxième niveau (2) de la toiture comprend un premier cadre périmétrique (8) et une série de premières traverses tubulaires (9) sur lesquelles est placée une deuxième tôle nervurée (10), laissant le premier niveau (1) relié au deuxième niveau (2) par une série de treillis latéraux (7) et de treillis intermédiaires (6) et
    - le troisième niveau de toit (3) comprend un deuxième cadre périmétrique (11) et une série de deuxièmes traverses tubulaires (12) sous lesquelles est posée une isolation thermique et acoustique en laine minérale (13) sous laquelle est posée une planche de bois étanche (14), et à son tour sous cette dernière une série de lattes en tôle pliée (15) formant un faux plafond.
  2. Module industrialisé pour les solutions de logement préfabriqué selon la revendication 1, caractérisé par le fait que l'épaisseur de la deuxième tôle nervurée (10) peut être de 0,6 mm et servira à supporter la charge pour le renforcement supérieur constitué d'un coussin de sacs de sable d'une épaisseur de 60 cm.
  3. Module industrialisé pour des solutions de logements préfabriqués selon l'une des revendications ci-dessus, caractérisé par le fait que les façades et les parois latérales sont réalisées avec des panneaux sandwich (19) formés par une tôle d'acier, suivie d'une âme en mousse de polyuréthane haute densité, fermée par une deuxième tôle d'acier.
  4. Module industrialisé pour des solutions de logement préfabriqué conformément à la revendication 3, caractérisé par le fait que l'épaisseur des différents éléments du panneau sandwich (19) est la suivante : pour les tôles d'acier extérieures, 0,5 mm ; pour l'isolation intérieure, 60 mm.
  5. Module industrialisé pour solutions de logement préfabriquées selon la revendication 3 ou 4, caractérisé par le fait que le panneau sandwich (19) est recouvert extérieurement par un panneau phénolique (20) de 6 mm d'épaisseur, et intérieurement par une finition de pilier (21) en tôle laquée blanche.
  6. Module industrialisé pour des solutions de logement préfabriqué conformément à l'une des revendications ci-dessus, caractérisé par le fait que le module comporte un revêtement de sol qui est un parquet en bois synthétique comprenant :
    - un stratifié de bois (22) d'une épaisseur de 7 mm
    - suivi d'un panneau MDF (23) résistant au feu de 25 mm d'épaisseur
    - suivie d'une isolation thermique en laine minérale (24) de 100 mm d'épaisseur
    - et enfin, une planche de bois imperméable (25) de 8 mm d'épaisseur.
  7. Module industrialisé pour des solutions de logement préfabriqué conformément à l'une des revendications ci-dessus, caractérisé par le fait que les piliers (16) ont une structure creuse pour accueillir les tuyaux de descente et les installations, ayant à leur extrémité supérieure une tête de raccordement (16.1), tandis qu'à l'extrémité inférieure ils ont une base pour le raccordement (16.2) au sol et à la dalle inférieure (17).
EP17892646.5A 2017-01-18 2017-01-18 Module industrialisé pour solutions préfabriquées d'habitation Active EP3456893B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2017/070030 WO2018134449A1 (fr) 2017-01-18 2017-01-18 Module industrialisé pour solutions préfabriquées d'habitation

Publications (3)

Publication Number Publication Date
EP3456893A1 EP3456893A1 (fr) 2019-03-20
EP3456893A4 EP3456893A4 (fr) 2020-01-15
EP3456893B1 true EP3456893B1 (fr) 2020-12-09

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP17892646.5A Active EP3456893B1 (fr) 2017-01-18 2017-01-18 Module industrialisé pour solutions préfabriquées d'habitation

Country Status (3)

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EP (1) EP3456893B1 (fr)
ES (1) ES2849923T3 (fr)
WO (1) WO2018134449A1 (fr)

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2267435A1 (en) * 1974-04-12 1975-11-07 Lemettre Gerard Modular steel-framed building construction - has welded crowns joining posts, floor base and foundation
RO79813A (fr) * 1974-05-08 1982-09-09 Industrielle De Constructions Mobiles,Fr Construction legere prefabrique a structure metallique
US4534148A (en) * 1983-04-22 1985-08-13 Encon Products, Inc. Adjustable roofing support spacer apparatus and erection method
US4512120A (en) * 1982-02-24 1985-04-23 Lindal Sir W Modular home construction
US4570396A (en) * 1983-11-09 1986-02-18 Struben Francis L Roof structure for mobile homes
US7827738B2 (en) * 2006-08-26 2010-11-09 Alexander Abrams System for modular building construction
GB2465182B (en) * 2008-11-07 2013-07-31 Hesco Bastion Ltd Protective shelter
US20110226166A1 (en) * 2010-03-19 2011-09-22 Recon International FZE Overhead protection system
ES2398821B2 (es) * 2011-07-12 2014-02-06 Entreriver, S.A. Procedimiento industrializado de construcción de edificaciones y conjuntos prefabricados de uso en dicho procedimiento

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2018134449A1 (fr) 2018-07-26
ES2849923T3 (es) 2021-08-23
EP3456893A1 (fr) 2019-03-20
EP3456893A4 (fr) 2020-01-15

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