EP1908889B1 - Elément de construction préfabriqué - Google Patents

Elément de construction préfabriqué Download PDF

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Publication number
EP1908889B1
EP1908889B1 EP06425675A EP06425675A EP1908889B1 EP 1908889 B1 EP1908889 B1 EP 1908889B1 EP 06425675 A EP06425675 A EP 06425675A EP 06425675 A EP06425675 A EP 06425675A EP 1908889 B1 EP1908889 B1 EP 1908889B1
Authority
EP
European Patent Office
Prior art keywords
unit
angular
posts
angular section
panels
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.)
Active
Application number
EP06425675A
Other languages
German (de)
English (en)
Other versions
EP1908889A1 (fr
Inventor
Sandro Bana
Giovanni Antonelli
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.)
Bathsystem SpA
Original Assignee
Bathsystem SpA
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=37762552&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1908889(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority to RS20110440A priority Critical patent/RS51947B/sr
Application filed by Bathsystem SpA filed Critical Bathsystem SpA
Priority to PL06425675T priority patent/PL1908889T3/pl
Priority to DK06425675.3T priority patent/DK1908889T3/da
Priority to EP06425675A priority patent/EP1908889B1/fr
Priority to ES06425675T priority patent/ES2371483T3/es
Priority to PT06425675T priority patent/PT1908889E/pt
Priority to AT06425675T priority patent/ATE523642T1/de
Priority to SI200631191T priority patent/SI1908889T1/sl
Publication of EP1908889A1 publication Critical patent/EP1908889A1/fr
Publication of EP1908889B1 publication Critical patent/EP1908889B1/fr
Application granted granted Critical
Priority to HR20110866T priority patent/HRP20110866T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—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
    • E04B1/348—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
    • E04B1/34869—Elements for special technical purposes, e.g. with a sanitary equipment

Definitions

  • the present invention refers to a prefabricated building unit.
  • the present invention refers to a unit comprised of an independent room entirely made off-site, lifted up inside a building and connected to the building's utilities such as, for example, power, water and gas supplies.
  • Lighter units made of a tubular steel structure lined inside with light material such as, for example, plasterboard panels, are known.
  • the tubular structure is made by welding together tubular steel section bar posts and beams, with a generally squared section, which form a cage.
  • a plurality of posts is welded onto beams laid around the lower and upper perimeters, respectively corresponding to the ceiling and the floor.
  • the inside of the cage is lined with the panels on which the tiles are glued, and the sanitary installations, the lavatories and other equipment are fixed.
  • the panels constitute the walls of the prefabricated units, while the tubular structure fully remains outside.
  • the panel assembly at the angles may be carried out in two different modes.
  • the first mode provides for making, on each pair of panels forming the dihedral angle, a 45° notch on the vertical edges to be coupled at the angle.
  • the panels will have the thus formed vertex ledged against the corner of the angular post.
  • the obstruction of the holes is always avoided, however, such mode is scarcely followed because it is difficult to achieve with precision and mostly because it turns out to be hardly reliable due to the lack of a real support for the panel edges.
  • the second, usually used, panel assembly mode at the angles provides for the assembly of one of the two panels with one of the two opposed vertical edges resting on a face of the squared tubular structure of the angular post and, subsequently, the assembly of the remaining panel, necessary to form the angle, with one of the two vertical edges ledged against the first panel, near the corner.
  • the portion of the first panel near the edge, which leans directly on the angular post, may go beyond the holes found on the supporting face. Therefore, the assembly according to this second mode also presents disadvantages.
  • DE 16 84 544 discloses a system for building a prefabricate structure using a plurality of posts and beams.
  • a plurality of panels are connected to respective tubular angular posts.
  • respective angular section bars are connected to the panels are also connected, by means of screws and bolts, in order also to connect two adjeacent panels tighter, the angular section bars being placed towards the interior of the structure.
  • the respective arrangement of the angular section bars and the lining panels is such that the lining panels are in abutment against the surfaces of the angular section bars, these latter having the function of pressing and blocking the panels themselves against suitable abutment surfaces of the posts. Therefore the sides of the angular section bars are always covered by the panels not allowing for the passage of cables and pipes related to the components to be installed inside the unit.
  • Document D2 US 4 192 113 discloses a system for building a prefabricate structure in which the angular section bars are connected to respective tubular angular post.
  • the angular section bars faces towards the interior of the structure and cooperates with the tubular angular post in the building of the structure by means retaining in position between them the lining panels of the structure.
  • the lining panels are in abutment against the surfaces of the angular section bars, these latter having the function of pressing and blocking the panels themselves against suitable abutment surfaces of the posts. Therefore, also in this case, the presence and position of the panels do not allow for the passage of cables and pipes related to the components to be installed inside the unit.
  • the aim of the present invention is to provide a prefabricated building unit having structural and functional characteristics such as to meet the above-mentioned requirements and to solve the drawbacks mentioned in reference to the known art.
  • a prefabricated building unit according to the present invention is globally indicated by 1.
  • the unit 1 comprises a rigid cage-like structure internally lined with panels 100 and comprising a plurality of posts 2, of equal height, fixed on the top and at the bottom to beams 3, to which the floor 10 and the ceiling 11 are fixed, respectively ( Fig. 5 ).
  • the structure presents a prismatic configuration with the perimeters of the opposed bases defined by the upper and lower beams 3, respectively.
  • the structure is a parallelepiped with four squared- or rectangular-section posts, arranged at the angles, which for simplicity we will call angular posts 2a and the rest of the posts 2, with an H-shaped section, placed equidistantly and having the function of reinforcement of the walls formed by the panels 100.
  • a flat spacing element 4 to which an angular section bar 5 formed by two wings 51 placed at 90° is fixed, is fixed in a cantilevered manner to each angular post 2a, for example by welding, from an edge 2b facing the inside of the structure.
  • the assembly formed by the spacing element 4 and by the corresponding angular section bar 5 presents a fork or "Y" section configuration ( Fig. 2 ).
  • the spacing element 4 is placed with respect to the angular post 2a to which it is fixed, in such a way that the vertical plane lying on the spacing element 4 itself crosses the angular post 2a preferably passing through its diagonal, while the wings 51 are always parallel to the sides of the post 2a.
  • the spacing elements 4 form four cantilevered ribs facing the central area of the structure and each angular section bar 5 presents an "L" configuration with a 90° dihedral angle facing the inside of the structure.
  • the overall structure of the example presents, at the four angles, the four angular section bars 5 arranged to receive in abutment the internal lining panels 100, whose assembly is shown in figure 1 , ensuring high assembly precision.
  • a reinforcement plate 6 is fixed to each angle near the upper end ( Fig. 3 ), horizontally arranged, which holds together, according to a fixed arrangement, the angular post 2a, the spacing element 4 and the angular section bar 5.
  • each spacing element 4 arranged at the angles is provided with a plurality of slots 7 to allow for the passage of various cables and/or pipes to be connected to the building's utilities where the unit 1 has to be inserted.
  • This slot 7 arrangement allows for leaving the angular posts 2a untouched, further easing the passage of cables and pipes compared to the known art.
  • the wall reinforcement posts 2 that is those that are not placed at the angles, are located with the support plane of the panels 100, formed by one of the two parallel elements of the H-shaped section bar, coplanar with the arms of the angular section bar 5 and furthermore they are provided with crossing slots 7 placed on the central transversal element of the H-shaped section bar.
  • an internally threaded sleeve 8 ( Fig. 2 ) to screw a hook, not shown, for the passage of support cables, is fixed to each angular post 2a, near the upper end.
  • the hooks may be unscrewed, reestablishing the levelness of the upper surface.
  • the posts 2,2a and the beams 3 are made of metal, steel for example, according to the known art and subsequently undergo cold galvanising in order to improve their resistance to corrosion.
  • the panels are made of plaster fibre (Fermacell), in order to have greater mechanical strength and be mostly resistant to humidity compared to plasterboard panels.
  • the prefabricated building unit according to the present invention allows for meeting the requirements and overcoming the drawbacks mentioned in the introduction of the present description with reference to the prior art.
  • the prefabricated unit according to the present invention thanks to the presence of L-shaped angular section bars fixed to the angular beams through the spacing elements, allows for the precise and fast assembly of the panels.
  • the location of the slots on the spacing elements considerably facilitates the dislocation of the cables and pipes on the external side of the panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Public Health (AREA)
  • Epidemiology (AREA)
  • Health & Medical Sciences (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Vending Machines For Individual Products (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Claims (11)

  1. Unité de construction préfabriquée (1) comprenant une structure rigide formée par des poteaux tubulaires (2, 2a) et des poutres (3) formant une cage qui est revêtue intérieurement de panneaux (100), au moins une partie desdits poteaux (2a) étant disposée aux angles de ladite structure, où une barre de section angulaire (5) configurée afin de définir un angle dièdre orienté vers l'intérieur de la structure est associée à chaque poteau tubulaire (2a) disposé à l'angle, caractérisée en ce que lesdites barres de section angulaire (5) sont disposées à l'intérieur de la cage et reçoivent en appui les panneaux de revêtement interne (100) dans l'angle dièdre respectif orienté vers l'intérieur de la structure.
  2. Unité (1) selon la revendication 1, où ledit angle dièdre est égal à environ 90°.
  3. Unité (1) selon la revendication 1, où ladite barre de section angulaire (5) présente une configuration en forme de L si elle est vue en coupe.
  4. Unité (1) selon la revendication 1, où ladite barre de section angulaire (5) est fixée directement sur le poteau correspondant (2a) par soudage.
  5. Unité (1) selon la revendication 1, où ladite barre de section angulaire (5) est associée au poteau correspondant par le biais d'un élément d'espacement interposé (4) en saillie par rapport au poteau (2a).
  6. Unité (1) selon la revendication 5, où ledit élément d'espacement (4) présente une configuration plate.
  7. Unité (1) selon la revendication 6, où l'ensemble de ladite barre de section angulaire (5) et dudit élément d'espacement (4) présente une configuration en fourche, s'il est vu en coupe.
  8. Unité (1) selon la revendication 7, où les poteaux (2, 2a), les éléments d'espacement (4) et les barres de section angulaire (5) ont la même hauteur.
  9. Unité (1) selon la revendication 8, où des plaques de renfort (6) sont fixées à l'extrémité supérieure des éléments d'espacement (4) des poteaux (2a) placés aux angles et des barres de section angulaire (5).
  10. Unité (1) selon la revendication 5, où ledit élément d'espacement (4) est muni d'au moins une fente de passage de câbles (7).
  11. Unité (1) selon la revendication 1, où un manchon fileté intérieurement (8) pour visser un crochet pour le levage de la structure est fixé à chaque poteau angulaire tubulaire (2a) disposé à l'angle, près de l'extrémité supérieure.
EP06425675A 2006-10-02 2006-10-02 Elément de construction préfabriqué Active EP1908889B1 (fr)

Priority Applications (9)

Application Number Priority Date Filing Date Title
PT06425675T PT1908889E (pt) 2006-10-02 2006-10-02 Unidade de construção pré-fabricada
PL06425675T PL1908889T3 (pl) 2006-10-02 2006-10-02 Prefabrykowana jednostka budowlana
DK06425675.3T DK1908889T3 (da) 2006-10-02 2006-10-02 Præfabrikeret byggeenhed
EP06425675A EP1908889B1 (fr) 2006-10-02 2006-10-02 Elément de construction préfabriqué
ES06425675T ES2371483T3 (es) 2006-10-02 2006-10-02 Unidad de construcción prefabricada.
SI200631191T SI1908889T1 (sl) 2006-10-02 2006-10-02 Prefabricirana gradbena enota
RS20110440A RS51947B (sr) 2006-10-02 2006-10-02 Prefabrikovani građevinski element
AT06425675T ATE523642T1 (de) 2006-10-02 2006-10-02 Vorgefertigtes bauelement
HR20110866T HRP20110866T1 (hr) 2006-10-02 2011-11-21 Predfabricirani građevinski element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06425675A EP1908889B1 (fr) 2006-10-02 2006-10-02 Elément de construction préfabriqué

Publications (2)

Publication Number Publication Date
EP1908889A1 EP1908889A1 (fr) 2008-04-09
EP1908889B1 true EP1908889B1 (fr) 2011-09-07

Family

ID=37762552

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06425675A Active EP1908889B1 (fr) 2006-10-02 2006-10-02 Elément de construction préfabriqué

Country Status (9)

Country Link
EP (1) EP1908889B1 (fr)
AT (1) ATE523642T1 (fr)
DK (1) DK1908889T3 (fr)
ES (1) ES2371483T3 (fr)
HR (1) HRP20110866T1 (fr)
PL (1) PL1908889T3 (fr)
PT (1) PT1908889E (fr)
RS (1) RS51947B (fr)
SI (1) SI1908889T1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7730629B2 (ja) * 2020-09-28 2025-08-28 積水化学工業株式会社 建物ユニット

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2337885A (en) * 1941-06-06 1943-12-28 Bell Telephone Labor Inc Telephone booth
US3196993A (en) * 1962-11-20 1965-07-27 William H Holloman Releasable connector for connecting structural elements in buildings, furniture and other articles
DE1684544A1 (de) * 1966-05-07 1971-04-08 Agroman Constr Vorgefertigte Baracke od. dgl.
US4192113A (en) * 1977-06-27 1980-03-11 Armco Inc. Corner assembly for wall panels

Also Published As

Publication number Publication date
SI1908889T1 (sl) 2012-01-31
EP1908889A1 (fr) 2008-04-09
ES2371483T3 (es) 2012-01-03
PL1908889T3 (pl) 2012-02-29
ATE523642T1 (de) 2011-09-15
DK1908889T3 (da) 2011-12-12
HRP20110866T1 (hr) 2011-12-31
PT1908889E (pt) 2011-11-30
RS51947B (sr) 2012-02-29

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