EP3563010B1 - Grosses fertigbausegment, verfahren zu dessen herstellung und verfahren zum bau eines gebäudes mit einem fertigbausegment - Google Patents

Grosses fertigbausegment, verfahren zu dessen herstellung und verfahren zum bau eines gebäudes mit einem fertigbausegment 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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Prior art keywords
claddings
segments
filling
building
segment
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EP17842296.0A
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English (en)
French (fr)
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EP3563010A1 (de
Inventor
Czeslaw MACHELSKI
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Szymanski Jerzy
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Individual
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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
    • E04B1/02—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. Großformatiges Fertigteilbausegment, bestehend aus - durch Abstandseinlagen (2) voneinander getrennt - einer Außenverkleidung (3) und einer Innenverkleidung (3) parallel zueinander, zwischen denen sich eine Polyurethanschaumfüllung (6), vorzugsweise eine geschlossenzellige PIR-Füllung, befindet, in der vorzugsweise Kabel- und Installationswannen angeordnet sind, wobei die Verkleidungen (3) Zement- und Faser- oder Gips- und Faserplatten sind, deren Ränder entlang mindestens einer Seite über die Kontur der Füllung (6) hinausragen, wobei die Füllung (6) mit jeder der Bekleidungen einstückig verbunden ist und an den anderen Seiten über die Kontur der Verkleidungen (3) hinausragt, dadurch gekennzeichnet, dass die Abstandseinlagen (2) in Form von PVC-Rohren vorgesehen sind, die senkrecht zu den Bekleidungen stehen und zwischen Befestigungslöcher (3a) in den Verkleidungen (3) gepresst sind.
  2. Segment nach Anspruch 1, dadurch gekennzeichnet, dass die Kabel- und Installationswannen (4) von der Seite der Füllung (6) her an der Innenverkleidung (3) befestigt sind.
  3. Das Segment nach Anspruch 1, dadurch gekennzeichnet, dass es mit einem Eingriffsloch (7) versehen ist.
  4. Segment nach Anspruch 1 oder 2 oder 3, dadurch gekennzeichnet, dass an Stellen, an denen lokale Effekte auftreten, ein Verstärkungselement (5), vorzugsweise in Form eines Gitters, eines Profils oder eines Bandes aus Kohle- oder Glasfasern, an den füllungsseitigen Verkleidungen (3) angeordnet ist (6).
  5. Verfahren zur Herstellung eines großformatigen vorgefertigten Bausegments nach Anspruch 1, das darin besteht, zwei Verkleidungen (3) parallel zueinander mit zwischen den Verkleidungen angeordneten Abstandseinlagen (2) anzuordnen und den sich ergebenden Raum zwischen den Verkleidungen mit einer Isolierung auszufüllen, dadurch gekennzeichnet, dass eine Schalungsform (1) mit einer Form gemäß den detaillierten Konstruktionsanforderungen gebildet wird, in der parallele Montageschlitze (9) vorgesehen sind, dann werden Montagelöcher (3a) in den Verkleidungen (3) vorgesehen, danach werden die Verkleidungen (3) in den Montageschlitzen (9) so angeordnet, dass sie auf der einen Seite um die Breite der Montageüberlappungsverbindung über die Bretter der Schalungsform (1) hinausragen, während auf der anderen Seite die Verkleidungen (3) um die Länge der Montageüberlappungsverbindung über die Form hinausragen, danach werden zwischen den Verkleidungen (3) Distanzeinlagen (2) befestigt, und dann wird die Schalungsform (1) mit Polyurethanschaum, vorzugsweise mit geschlossenzelligem PIR-Schaum, gefüllt.
  6. Verfahren nach Anspruch 5, dadurch gekennzeichnet, dass an Stellen, an denen lokale Effekte auftreten, ein Verstärkungselement (5), vorzugsweise in Form eines Gitters, eines Profils oder eines Bandes aus Kohlenstoff- oder Glasfasern, an der Außenverkleidung (3) auf der Seite der Füllung (6) angeordnet wird.
  7. Verfahren nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass zusätzlich ein Eingriffsloch (7) mittels eines in der Schalungsform (1) angeordneten Mantelrohres gebildet wird.
  8. Verfahren nach Anspruch 5 oder 6 oder 7, dadurch gekennzeichnet, dass die Kabel- und Installationswannen (4) an der Innenverkleidung (3) auf der Seite der Füllung (6) befestigt werden.
  9. Verfahren zur Errichtung eines Gebäudes in Segmentbauweise, das darin besteht, großformatige vorgefertigte Bausegmente nach Anspruch 1, einschließlich innerer Trennwandmodule, in der in einem Montageplan vorgegebenen Richtung und Reihenfolge zusammenzufügen und anschließend Fußböden, Innenausbau und Installationen vorzusehen, dadurch gekennzeichnet, dass in einer Fundamentplatte (10) entlang der Außenkanten parallel zum First des Gebäudes, Fundamentbretter (11) hergestellt werden, zwischen denen Endwände montiert werden, zwischen denen entlang der Fundamentbretter (11) nacheinander Seitenwände (12) angeordnet werden, die aus Segmenten nach einem der Ansprüche 1 bis 4 hergestellt werden, wobei die einzelnen Segmente vorzugsweise unter Verwendung von Klebstoff überlappend verbunden werden, wonach die Räume zwischen den Seitenwänden (12) und dem Fundamentbrett (11) mit Klebstoff und Dichtungsmaterial und anschließend mit Polyurethanschaum ausgefüllt werden.
  10. Verfahren nach Anspruch 9, dadurch gekennzeichnet, dass zunächst jeweils Segmente nach einem der Ansprüche 1 bis 4 zur Montage von inneren tragenden Querwänden verwendet werden, dann mittlere Segmente der Außenwand und der Decke im Mittelteil an den Fundamentplatten montiert werden, wobei bei mehrgeschossigen Gebäuden zusammen mit der Montage von tragenden Wandsegmenten Deckensegmente montiert werden, die vorzugsweise einen H-förmigen Querschnitt aufweisen, danach Segmente von Stirn- und Zwischenwänden des Erdgeschosses montiert werden und dann Segmente der Boden- und Dachwände montiert werden.
  11. Verfahren nach Anspruch 9, dadurch gekennzeichnet, dass in den Eingriffslöchern (7) ein Stahldraht vorgesehen ist, der in den Außenwänden des Gebäudes verankert ist.
  12. Verfahren nach Anspruch 9 oder 10 oder 11, dadurch gekennzeichnet, dass Fenster (23) auf der Außenseite der Fassade umlaufend eingeklebt werden und die Innenflächen der Fensterlöcher mit entsprechend zugeschnittenen Verkleidungsplatten (3g) verklebt werden.
  13. Verfahren nach einem der Ansprüche 9 bis 12, dadurch gekennzeichnet, dass die Innen- (3g) und Außenverkleidungen (3c) gestrichen oder mit Veredelungsmaterialien versehen werden.
EP17842296.0A 2017-01-02 2017-12-29 Grosses fertigbausegment, verfahren zu dessen herstellung und verfahren zum bau eines gebäudes mit einem fertigbausegment Active EP3563010B1 (de)

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 (en) 2017-01-02 2017-12-29 The large-size prefabricated construction segment, the method of its production and the method of building a building with a prefabricated segmental construction

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EP3563010A1 EP3563010A1 (de) 2019-11-06
EP3563010B1 true EP3563010B1 (de) 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
WO2018128556A1 (en) 2018-07-12

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