EP3563010B1 - Segment de construction préfabriqué de grande taille, procédé de production de celui-ci et procédé de construction d'un bâtiment avec une construction segmentaire préfabriquée - Google Patents

Segment de construction préfabriqué de grande taille, procédé de production de celui-ci et procédé de construction d'un bâtiment avec une construction segmentaire préfabriquée Download PDF

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Publication number
EP3563010B1
EP3563010B1 EP17842296.0A EP17842296A EP3563010B1 EP 3563010 B1 EP3563010 B1 EP 3563010B1 EP 17842296 A EP17842296 A EP 17842296A EP 3563010 B1 EP3563010 B1 EP 3563010B1
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EP
European Patent Office
Prior art keywords
claddings
segments
filling
building
segment
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Application number
EP17842296.0A
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German (de)
English (en)
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EP3563010A1 (fr
Inventor
Czeslaw MACHELSKI
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Szymanski Jerzy
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Individual
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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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material

Definitions

  • the invention relates to The large-size prefabricated construction segment, the method of its production and the method of building with a prefabricated segmental construction applicable both in residential, commercial and industrial construction.
  • the documents of the application US2016032594 discloses construction panels and a construction system using construction panels.
  • the wall panel system comprises at least one panel, the claddings of which is made of durable materials based on cement or gypsum, involving a foam core.
  • a channel is conducted through the core along the panel, which is provided for inserting a rod to reinforce the connection of adjacent panels
  • the application WO2015/042665 discloses construction panels - system components and methods.
  • the modular construction panel for the implementation of walls comprises an internal foam core and a frame surrounding said core.
  • the individual panels fit into C-shaped edges of the frame.
  • the documents of the application US2014/0053481 disclose a modular construction building with a continuous insulating layer comprising at least one wall panel element and at least one corner panel element.
  • Each of the panel elements comprises at least two surfaces and at least two edges and a continuous and complete polyurethane insulation between the surfaces and edges.
  • Each of the edges comprises an exposed portion of the polyurethane insulation, and the edge of at least one of the panel elements is formed so as to adhere to the edge of at least one corner element to form a joint.
  • the invention also relates to a double joint, one overlapping perpendicularly formed as tongue and groove, comprising an anti-strain connector embedded in the polyurethane insulation.
  • the large-size prefabricated construction construction segment comprising
  • the cable and installation trays are fixed to the internal cladding from the side of the filling.
  • the segment of the invention is provided with an engagement hole.
  • a reinforcement element is arranged, preferably in the form of a grid, a profile or a tape made of carbon or glass fibres at the claddings on the side of the filling.
  • the method for manufacturing a large-size prefabricated construction segment of the invention is characterised in that a formwork mould is formed having a shape in accordance with the requirements of the detailed design in which parallel mounting slots are provided.
  • mounting holes are made in the claddings, after which the claddings are arranged in the mounting slots so that they protrude by the width of the mounting lap connection above the side of the formwork mould on one side.
  • the claddings are made to protrude by the length of the assembly lap connection beyond said mould, and subsequently through spacing inserts are arranged between the claddings.
  • the formwork mould is filled with polyurethane foam, preferably closed cell PIR one.
  • a reinforcement element is arranged, preferably in the form of a grid, a profile or a tape made of carbon or glass fibres at the external cladding on the side of the filling.
  • an engagement hole is additionally formed by means of a casing pipe arranged in the formwork mould.
  • cable and installation trays are fixed to the internal cladding on the side of the filling.
  • the method for building a building having a segment structure consisting in joining said large-size prefabricated construction segments in the direction and sequence as specified in the assembly diagram, including internal partition wall modules, and then providing floors, internal joinery and installations is characterised in that in the foundation slab, along the external edges, parallel to the ridge of the building, foundation boards are made, between which endwalls are installed. Between the endwalls, side walls are successively provided alongside the boards, which are made from segments in accordance with the essence of the inventions referred to above.
  • the individual segments are lap connected preferably using glue, after which the spaces between the side walls and the foundation board are filled with adhesive and sealing material, and then filled with polyurethane foam.
  • respective segments made in accordance with the essence of the inventions referred to above are first used to assemble internal transverse load-bearing walls, then middle segments of the external wall and of the ceiling in the middle part are assembled at the foundation boards.
  • middle segments of the external wall and of the ceiling in the middle part are assembled at the foundation boards.
  • ceiling segments are assembled, which preferably have an H-shaped cross-section.
  • segments of endwalls and partition walls of the ground floor are assembled, and then segments of the floor and roof walls are assembled.
  • a steel wire is provided in the engagement holes, which is anchored in the external walls of the building.
  • windows are peripherally adhesively inserted in the face of the facade on the external side of the wall, and the internal surfaces of window holes are adhesively covered with properly cut cladding panels.
  • the interior and exterior claddings are painted or covered with finishing materials.
  • the construction system according to the invention using large-size prefabricated multilayer construction segments joined by double-sided lap gluing allows to combine structural, partition, insulation and finishing features. Buildings can be swiftly erected, adapted to individual requirements, while meeting both construction and safety requirements. Preferably, the segments can be modified and adapted to individual design solutions. It is possible to manufacture prefabricated elements with a finished façade surface.
  • the production process of prefabricated elements and their assembly significantly reduces the generation of waste, and also contributes to the reduction of energy consumption level (savings in terms of energy and materials in addition to the reduction of energy demand (during use).
  • the prefabricated construction segment for a segmented construction comprises claddings 3 of cement-and-fibre boards from the outside or gypsum-and-fibre boards from the inside and as a partition wall cladding. Between the claddings 3 there is a filling 6 made of PIR polyurethane foam. The edges of the cladding 3 along the two sides of the construction element protrude beyond the outline of the filling 6 by the width of the assembly lap connection. On the opposite side, the filling 6 protrudes beyond the contour of the cladding boards 3. Through spacing inserts 2 are pressed between the claddings 3 with their ends fixed between the mounting holes 3a.
  • Cable and installation trays are glued 4 to the internal cladding 3 from the side of the filling 6.
  • reinforcing grids 5a, 5b are provided on the inside of the claddings 3.
  • the method for producing a prefabricated construction segment consists in forming a formwork mould 1 according to the design specification for each segment type. Parallel mounting slots are provided 9 in the mould 1 from one end. Technological holes 1a are provided in the places in accordance with the design in the side boards of the formwork mould 1. mounting holes 3a are provided in the claddings 3. The claddings 3 may have factory-fmished external surfaces. Cable and installation trays 4 are glued to the interior cladding 3g from the side of the filling, and in places where local effects occur from the side of the filling 6 reinforcing grids are provided 5a, 5b made of materials such as GRP, GFK, CFK etc..
  • Claddings 3 with a width greater by the assembly lap connection than the height of the boards of the formwork mould 1 are placed in the mounting slots 9 and are made to protrude by the length of the assembly lap connection beyond said mould.
  • PVC tubes 2 are pressed between the claddings 3, after which the formwork mould lis filled with PIR polyurethane foam through the technological holes 1b. Then, the mould 1 is closed and sealed, and after form stripping of the segment and safeguarding the protruding parts of the cladding 3, the segment is transported to the warehouse and subjected to the maturing process. After achieving the target strength parameters, the segment undergoes a quality control.
  • the segment is made as in example II, wherein a casing tube is mounted at the ridge top parallel to the ridge to form a trough engagement hole 7.
  • foundation boards 11 are provided along the external walls of the building in the foundation slab 10. Between them, the first endwall or segments of the endwall are arranged, and then in succession towards the second endwall, parallel to the ridge, along the foundation board 1, span-and-segment side walls 12 are added adjusted to the cross-section of the building.
  • known polyurethane foam segments 17 are arranged on the foundation slab 10 for the purposes of thermal insulation and stabilisation of the assembly of the wall segments.
  • the walls 12 are made of prefabricated building segments, as in example I and example II, which are lap connected by means of glue.
  • the spaces between the side walls 12 and the foundation tray 11 are filled with adhesive and sealing material and then filled with polyurethane foam. Then, the last segment wall is connected to the second endwall.
  • a steel wire is pulled through the ridge engagement holes 7, which is anchored in the endwalls of the building.
  • side walls 12 with their forms in accordance with a detailed design including various forms, roof walls 13, endwalls 14, internal load-bearing walls 15, internal partition walls 16, floor segments 17 on the foundation slab.
  • the foundation slab 10 is made together with the boards along the side walls 11 for embedding the wall prefabricates 12. Then, the first endwall is mounted between the boards 11. Then, step by step, wall, roof and floor prefabricated elements are mounted towards the second endwall, partition walls and the second endwall are mounted. The individual segments are joined using glue.
  • a steel wire is conducted through the engagement hole 7 in the ridge and anchored in the endwalls.
  • PVC foil 20 is glued on the roof, gutters and downpipes 21 are mounted.
  • Windows 22 is glued into the window holes, and the inner surfaces of the window holes are glue-covered with properly cut cladding panels 3g. The surfaces of walls and ceilings are finished, finishing works are implemented (floors, internal joinery, the so-called sanitary fixtures etc.)
  • prefabricated segments are prepared in accordance with the detailed design: side walls 12 having various forms, endwalls 14, segments of roof 13, ceiling 18, H-shaped ceiling-and-wall 19, which enables additional reinforcing of the ceiling-wall joints, internal load-bearing 15, internal partition walls 16, floor segments 17 on the foundation slab, ridge segments 20.
  • the foundation slab 10 is made together with the boards along the side walls 11 for embedding the wall segments 12.
  • Transverse internal load-bearing walls, segments of external walls and ceiling segments are mounted in the middle part. Step by step, segments of wall, ceiling, ceiling-and-wall and floor segments are mounted towards the endwalls. Then, endwalls are mounted on the ground floor level, ground floor partition walls. Prefabricated walls, roof and dormers are mounted in the middle part.
  • Step by step segments of prefabricated walls and roof are mounted, endwalls at the floor level, floor partition walls, prefabricated ridges are mounted.
  • the individual segments are joined using glue.
  • a steel wire is conducted through the engagement holes 7 and anchored in the external endwalls and side walls. Subsequently, the procedure is identical as for one-story building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Claims (13)

  1. Un segment de construction préfabriqué de grande taille, comprenant - séparés les uns des autres par des inserts d'espacement (2) - un revêtement extérieur (3) et un revêtement intérieur (3) parallèles l'un à l'autre, entre lesquels se trouve un remplissage de mousse de polyuréthane (6), de préférence une mousse PIR à cellules fermées, dans laquelle sont de préférence disposés des chemins de câbles et d'installation, les revêtements (3) étant des plaques de ciment et de fibres ou de plâtre et de fibres, dont les bords dépassent le long d'au moins un côté du contour du remplissage (6), dans lequel le remplissage (6) est relié intégralement à chacun des revêtements et fait saillie au-delà du contour des revêtements (3) le long des autres côtés, caractérisé en ce que les inserts d'espacement (2) sont prévus sous la forme de tubes en PVC qui sont situés perpendiculairement aux revêtements et pressés entre les trous de montage (3a) dans les revêtements (3).
  2. Le segment selon la revendication 1, caractérisé en ce que les chemins de câbles et d'installation (4) sont fixés au revêtement intérieur (3) depuis le côté du remplissage (6).
  3. Le segment selon la revendication 1, caractérisé en ce qu'il est muni d'un trou d'engagement (7).
  4. Le segment selon la revendication 1 ou 2, ou 3, caractérisé en ce que, aux endroits où des effets locaux se présentent, un élément de renforcement (5) est disposé, de préférence sous la forme d'une grille, d'un profilé ou d'un ruban en fibres de carbone ou de verre sur les revêtements (3) du côté du remplissage (6).
  5. Une méthode de fabrication d'un segment de construction préfabriqué de grande taille selon la revendication 1, consistant à placer deux revêtements (3) parallèles l'un à l'autre avec des inserts d'espacement (2) situés entre les revêtements et à remplir l'espace résultant entre les revêtements avec un isolant,caractérisée en ce qu'un moule de coffrage (1) est formé ayant une forme conforme aux exigences de conception détaillées, dans lequel des fentes de montage parallèles (9) sont prévues, puis des trous de montage (3a) sont prévus dans les revêtements (3), après quoi les revêtements (3) sont disposés dans les fentes de montage (9) de sorte qu'ils dépassent de la largeur de la connexion de chevauchement d'assemblage au-delà des plaques du moule de coffrage (1) sur un côté, tandis que, de l'autre côté, les revêtements (3) sont amenés à dépasser dudit moule sur la longueur de la connexion de chevauchement d'assemblage, après quoi des inserts d'espacement (2) sont fixés entre les revêtements (3), et puis le moule de coffrage (1) est rempli de mousse de polyuréthane, de préférence de mousse PIR à cellules fermées.
  6. La méthode selon la revendication 5, caractérisée en ce que, aux endroits où des effets locaux se présentent, un élément de renforcement (5) est disposé, de préférence sous la forme d'une grille, d'un profilé ou d'un ruban en fibres de carbone ou de verre sur le revêtement extérieur (3) du côté du remplissage (6).
  7. La méthode selon la revendication 5 ou 6, caractérisée en ce qu'un trou d'engagement (7) est en outre formé au moyen d'une conduite de tubage disposée dans le moule de coffrage (1).
  8. La méthode selon la revendication 5 ou 6, ou 7, caractérisée en ce que les chemins de câbles et d'installation (4) sont fixés au revêtement intérieur (3) du côté du remplissage (6).
  9. Une méthode pour ériger un bâtiment avec une structure de segments consistant à joindre des segments de construction préfabriqués de grande taille selon la revendication 1 dans la direction et la séquence spécifiées dans un diagramme d'assemblage, y compris des modules de cloisons internes, et puis à fournir les planchers, la menuiserie interne et les installations,caractérisée en ce que dans une dalle de fondation (10), le long des bords extérieurs, parallèlement au faîte du bâtiment, sont réalisées des planches de fondation (11) entre lesquelles sont montées des parois d'extrémité, entre lesquelles, le long des planches de fondation (11), sont disposées successivement des parois latérales (12) constituées de segments selon l'une quelconque des revendications 1 à 4, dans laquelle les segments individuels sont reliés par chevauchement, de préférence à l'aide de colle, après quoi les espaces entre les parois latérales (12) et la planche de fondation (11) sont remplis de colle et de matériau d'étanchéité, et puis remplis de mousse de polyuréthane.
  10. La méthode selon la revendication 9, caractérisée en ce que des segments respectifs selon l'une quelconque des revendications 1 à 4 sont d'abord utilisés pour assembler des parois porteuses transversales internes, puis des segments centraux de la paroi extérieure et du plafond dans la partie centrale sont assemblés au niveau des planches de fondation, dans laquelle dans les bâtiments à plusieurs étages, parallèlement à l'assemblage de segments de parois porteuses, des segments de plafond sont assemblés, qui ont de préférence une section transversale en forme de H, après quoi des segments de parois d'extrémité et de cloisons du rez-de-chaussée sont assemblés, et puis des segments de parois de plancher et de toit sont assemblés.
  11. La méthode selon la revendication 9, caractérisée en ce qu'un fil d'acier est prévu dans les trous d'engagement (7), qui est ancré dans les parois extérieures du bâtiment.
  12. La méthode selon la revendication 9 ou 10, ou 11, caractérisée en ce que des fenêtres (23) sont insérées périphériquement par collage dans la face de la façade sur le côté extérieur de la parois, et les surfaces intérieures des trous de fenêtre sont recouvertes par collage de panneaux de revêtement (3g) proprement découpés.
  13. La méthode selon l'une quelconque des revendications 9 à 12, caractérisée en ce que les revêtements intérieurs (3g) et extérieurs (3c) sont peints ou recouverts de matériaux de finition.
EP17842296.0A 2017-01-02 2017-12-29 Segment de construction préfabriqué de grande taille, procédé de production de celui-ci et procédé de construction d'un bâtiment avec une construction segmentaire préfabriquée Active EP3563010B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PL420089A PL420089A1 (pl) 2017-01-02 2017-01-02 Wielkowymiarowy prefabrykowany segment budowlany, sposób jego wytwarzania oraz sposób wznoszenia budynku o konstrukcji segmentowej
PCT/PL2017/000136 WO2018128556A1 (fr) 2017-01-02 2017-12-29 Segment de construction préfabriqué de grande taille, procédé de production de celui-ci et procédé de construction d'un bâtiment avec une construction segmentaire préfabriquée

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EP3563010A1 EP3563010A1 (fr) 2019-11-06
EP3563010B1 true EP3563010B1 (fr) 2022-05-04

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202007011041U1 (de) * 2006-10-18 2007-10-11 Heraklith Gmbh Verlorener Schalungskörper

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5497589A (en) * 1994-07-12 1996-03-12 Porter; William H. Structural insulated panels with metal edges
US10024057B2 (en) * 2012-09-11 2018-07-17 A. David Gibson Construction panel system and methods of assembly thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202007011041U1 (de) * 2006-10-18 2007-10-11 Heraklith Gmbh Verlorener Schalungskörper

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PL420089A1 (pl) 2018-07-16
EP3563010A1 (fr) 2019-11-06
WO2018128556A1 (fr) 2018-07-12

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