EP3983618B1 - Procédé de montage d'un élément de construction préfabriqué sur un autre élément de construction et agencement de liaison - Google Patents

Procédé de montage d'un élément de construction préfabriqué sur un autre élément de construction et agencement de liaison Download PDF

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Publication number
EP3983618B1
EP3983618B1 EP20731524.3A EP20731524A EP3983618B1 EP 3983618 B1 EP3983618 B1 EP 3983618B1 EP 20731524 A EP20731524 A EP 20731524A EP 3983618 B1 EP3983618 B1 EP 3983618B1
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EP
European Patent Office
Prior art keywords
construction element
prefabricated
grout
another construction
another
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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EP20731524.3A
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German (de)
English (en)
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EP3983618C0 (fr
EP3983618A1 (fr
Inventor
Jaakko YRJÖLÄ
Jan Bujnak
Johannes GREISEN
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Peikko Group Oy
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Peikko Group Oy
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Publication of EP3983618A1 publication Critical patent/EP3983618A1/fr
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Publication of EP3983618C0 publication Critical patent/EP3983618C0/fr
Publication of EP3983618B1 publication Critical patent/EP3983618B1/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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • 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
    • 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • 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
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/4135—Elements with sockets receiving removal bolt heads
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Definitions

  • the invention relates to method for mounting a prefabricated construction element comprising concrete to another construction element as defined in the preamble of independent claim 1.
  • the invention also relates to a connection arrangement between prefabricated construction element comprising concrete and another construction element as defined in the preamble of independent claim 9
  • Document ITVR 20 100 206 A1 discloses a method according to the preamble of claim 1 and a connection arrangement according to the preamble of claim 9.
  • the object is to provide a method for mounting a prefabricated construction element comprising concrete to another construction element and a connection arrangement between prefabricated construction element comprising concrete and another construction element, which allows to open the connection between the prefabricated construction and the another construction element in such manner that the prefabricated construction element comprising concrete can easily be demounted and be reused so as to promote circular economy.
  • connection arrangement between prefabricated construction element comprising concrete and another construction element of the invention is correspondingly characterized by the definitions of independent claim 9 .
  • the prefabricated construction element comprising concrete can for example be any one of a prefabricated reinforced concrete column/pile/pillar, a prefabricated reinforced concrete beam and a prefabricated concrete wall element.
  • Said another construction element can also be a prefabricated construction element comprising concrete for example a prefabricated reinforced concrete column/pile/pillar.
  • said another construction element can be a cast-in-situ construction element comprising concrete such as a reinforced concrete foundation or a part belonging to a reinforced concrete foundation.
  • the prefabricated construction element 1 comprising concrete can for example be any one of a prefabricated reinforced concrete column/pile/pillar, as illustrated in figures 1 to 3 , a prefabricated reinforced concrete beam, as illustrated in figure 7 , and a prefabricated concrete wall element, as illustrated in figures 4 to 6 .
  • Said another construction element 2 can also be a prefabricated construction element 1 comprising concrete for example a prefabricated reinforced concrete column/pile/pillar, as illustrated in figure 7 .
  • said another construction element 2 can be a cast-in-situ construction element comprising concrete such as a reinforced concrete foundation or a part belonging to a reinforced concrete foundation, as illustrated in figures 1 to 6 .
  • the method comprises a connecting step for connecting the prefabricated construction element 1 by means of repeatably openable and closable mechanical connection means 3 to said another construction element 2 so that a joint 4 is formed between the prefabricated construction element 1 and said another construction element 2 and so that the joint 4 is at least partly limited by the prefabricated construction element 1 and said another construction element 2.
  • the method comprises a grouting step for grouting the joint 4 by covering such as filling the joint 4 at least partly with grout 5 and allowing the grout 5 to harden.
  • the method comprises a coating step for coating surfaces 6 of the prefabricated construction element 1 that is to be covered by grout 5 in said grouting step at least partly with separation means 7 such as with anti-adhesion means prior said grouting step.
  • mechanical anti-adhesion means such as perforated or unperforated plates, sheets or films be used as separation means 7.
  • mechanical anti-adhesion means can for example be used an expanded steel sheet, a perforated steel sheet, a plate of polymer, a sheet of polymer, a film of polymer, a textile sheet, a fabric sheet, formwork liner, and wood such as coated plywood.
  • An advantage that is achieved by using a perforated plate, sheet or a film as a separation means 7 is that the perforations allows for grout 5 to attach to the prefabricated construction element 1 through the separation means 7. This provides for a stronger connection between the grout 5 and the prefabricated construction element 1 while allowing for easy detaching of the prefabricated construction element 1 from the separation means 7 and from the grout 5.
  • anti-adhesion substances such as fluid for example oil, cementitious retarder, or carbon be used as separation means 7.
  • the coating step includes preferably, but not necessarily, providing for the coating step a separation means 7 that is a means separate from the prefabricated construction element 1, i.e. that does not form a part of the prefabricated construction element 1, and that is a means separate from said another construction element 2, i.e. that does not form a part of said another construction element 2.
  • the separation means 7 is preferably, but not necessarily, arranged to at least partly follow an interface (not marked with a reference numeral) i.e. a connection surface between the grout 5 that is configured to cover the prefabricated construction element 1 in the joint 4 and the surfaces 6 of the prefabricated construction element 1.
  • the method allows easy removal of the prefabricated construction element 1 from grouting without damaging the prefabricated construction element 1, because the grout 5 will not adhere to the surfaces 6 of the prefabricated construction element 1 because of the separation means 7.
  • the coating step includes preferably, but not necessarily, additionally coating surfaces 6 of said another construction element 2 that is to be covered by grout 5 at least partly with separation means 7 such as with any alternative of the separation means 7 presented prior said grouting.
  • the separation means 7 is preferably, but not necessarily, arranged to at least partly follow an interface (not marked with a reference numeral) i.e. a connection surface between the grout 5 that is configured to cover said another construction element 2 in the joint 4 and the surfaces 6 of said another construction element 2.
  • the method allows easy removal of the from the said another construction element 2 without damaging said another construction element 2, because the grout 5 will not adhere to the surfaces 6 of said another construction element 2 coated by separation means 7.
  • the connecting step includes, as illustrated in figures 1 to 7 , providing repeatably openable and closable mechanical connection means 3 comprising anchor bolts 8 extending from said another construction element 2.
  • the connection step includes screwing first nuts 9 on the anchor bolts 8 so that the nuts are at a distance from said another construction element 2, as illustrated in figures 1 to 3 .
  • the connection step includes arranging the anchor bolts 8 to penetrate openings 10 in the prefabricated construction element 1 so that the first nuts 9 are between said another construction element 2 and the prefabricated construction element 1 and a grouting space 11 is formed between said another construction element 2 and the prefabricated construction element 1.
  • the connection step includes screwing second nuts 12 to the anchor bolts 8 to secure the prefabricated construction element 1 to the anchor bolts 8.
  • a washer 17 is arranged at the anchor bolts 8 between the openings 10 and second nuts 12.
  • the method includes preferably, but not necessarily, arranging in the connection step the anchor bolts 8 to penetrate openings 10 formed in metal plates 13 of connector elements 14 at least partly cast into the concrete of the prefabricated construction element 1.
  • connector element 14 can for example be in the form of a column shoe, as illustrated in the embodiments shown in figures 1 to 3 , a beam shoe, as illustrated in the embodiment illustrated in figure 7 , or a wall shoe, as illustrated in the embodiments shown in figures 4 and 5 , depending on the form of the prefabricated construction element 1.
  • connection step includes arranging the anchor bolts 8 to penetrate openings 10 in the prefabricated construction element 1 so that the anchor bolts 8 extend into a cavity 15 in the prefabricated construction element 1, and the connection step includes screwing said second nuts 12 to the anchor bolts 8 inside the cavities so that the second nuts 12 will be housed in the cavities.
  • the method includes a filling step for filling the cavities at least partly with other material 16 than grout 5 prior said grouting step to at least partly prevent grout 5 from entering said cavities.
  • At least one of mineral wool, gypsum, plaster and lime mortar is used as said other material 16 in the filling step. These materials are easier to remove than concrete or mortar so that the repeatably openable and closable mechanical connection means 3 can be accessed in the cavity 15 and be opened, as exemplified in figure 8 .
  • the method can include providing the prefabricated construction element 1 with at least one of a projection formation 20 configured to project into grout 5 in the joint between the prefabricated construction element 1 and said another construction element 2 and a cavity formation 21 into which grout 5 from the joint between the prefabricated construction element 1 and said another construction element 2 is configured to project.
  • the method can include providing said another construction element 2 with at least one of a projection formation 20 configured to project into grout 5 in the joint between the prefabricated construction element 1 and said another construction element 2, and a cavity formation 21 into which grout 5 from the joint between the prefabricated construction element 1 and said another construction element 2 is configured to project.
  • the construction element 1 can be provided with a formation 20 that extend into a cavity 21 in the grout 5 between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 2 .
  • construction element 1 can alternatively be provided with a formation 20 that extend into a cavity 21 in said another construction element 2, as illustrated in figure 3 .
  • shear force transfer capacity between the prefabricated construction element 1 and said another construction element 2 be increased, while still creating an easily dismountable connection allowing reuse of a least the construction element 1, by forming a cavity 21 in the surface 6 of the prefabricated construction element 1 so that the cavity 21 is configured to be filled with the grout 5 cast between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 5 .
  • shear force transfer capacity between the prefabricated construction element 1 and said another construction element 2 be increased, while still creating an easily dismountable connection allowing reuse of a least the construction element 1, by forming a cavity 21 both in the surface 6 of the prefabricated construction element 1 and in the surface 6 of said another construction element so that both cavities 21 are configured to be filled with the grout 5 cast between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 6 .
  • the anchor bolts 8 are preferably, but not necessarily, threaded bars, which are screwed into threaded muffs 17, which are casted into concrete of said another construction element 2 so that the threaded muffs 17 extend from the surface 6 of said another construction element 2 into said another construction element 2, and which are anchored by means of anchoring means 18 fastened to said threaded muffs 17 and also casted into concrete of said another construction element 2.
  • An example of such is Copra ® anchoring coupler by Peikko Group.
  • the prefabricated construction element 1 comprising concrete can for example be any one of a prefabricated reinforced concrete column/pile/pillar, as illustrated in figures 1 to 3 , a prefabricated reinforced concrete beam, as illustrated in figure 7 , and a prefabricated concrete wall element, as illustrated in figures 4 to 6 .
  • Said another construction element 2 can also be a prefabricated construction element 1 comprising concrete for example a prefabricated reinforced concrete column/pile/pillar, as illustrated in figure 7 .
  • said another construction element 2 can be a cast-in-situ construction element comprising concrete such as a reinforced concrete foundation or a part belonging to a reinforced concrete foundation, as illustrated in figures 1 to 6 .
  • the prefabricated construction element 1 is connected by means of repeatably openable and closable mechanical connection means 3 to said another construction element 2 so that a joint 4 is formed between the prefabricated construction element 1 and said another construction element 2 and so that the joint 4 is at least partly limited by the prefabricated construction element 1 and said another construction element 2.
  • the joint 4 is at least partly covered such as filled with grout 5 that is allowed to harden.
  • separation means 7 such as anti-adhesion means 7 is present between surfaces 6 of the prefabricated construction element 1 that is at least partly covered by grout 5 and said grout 5 at least partly covering the joint 4 and that allowed to harden.
  • the separation means 7 can comprise mechanical anti-adhesion means such as perforated or unperforated plates, sheets or films.
  • Mechanical anti-adhesion means can for example be an expanded steel sheet, a perforated steel sheet, a plate of polymer, a sheet of polymer, a film of polymer, a textile sheet, a fabric sheet, formwork liner, and wood such as coated plywood.
  • An advantage that is achieved by using a perforated plate, sheet or a film as a separation means 7 is that the perforations allows for grout 5 to attach to the prefabricated construction element 1 through the separation means 7. This provides for a stronger connection between the grout 5 and the prefabricated construction element 1 while allowing for easy detaching of the prefabricated construction element 1 from the separation means 7 and from the grout 5.
  • the separation means 7 can comprise anti-adhesion substances such as fluid for example oil or carbon.
  • the separation means 7 is preferably, but not necessarily, a means separate from the prefabricated construction element 1, i.e. not a part of the prefabricated construction element, and a means separate from said another construction element 2, i.e. not a part of said another construction element 2.
  • the separation means 7 follows preferably, but not necessarily, at least partly an interface (not marked with a reference numeral) i.e. a connection surface between the grout 5 that covers the prefabricated construction element 1 in the joint 4 and the surfaces 6 of the prefabricated construction element 1.
  • connection arrangement allows easy removal of the prefabricated construction element 1 from grouting without damaging the prefabricated construction element 1, because the grout 5 will not adhere to the surfaces 6 of the prefabricated construction element 1 coated by anti-adhesion substance 7.
  • separation means 7 such as any alternative of the separation means 7 as presented is preferably also present between surfaces 6 of said another construction element 2 that is at least partly covered by grout 5 and said grout 5 at least partly covering the joint 4 and that is allowed to harden.
  • An advantage of this is that this allows easy removal of the grouting from the other construction element, because the grout 5 will not adhere to the surfaces 6 of said another construction element 2 coated by anti-adhesion substance 7.
  • the separation means 7 follows preferably, but not necessarily, at least partly an interface (not marked with a reference numeral) i.e. a connection surface between the grout 5 that covers said another construction element 2 in the joint 4 and the surfaces 6 of said another construction element 2.
  • connection arrangement includes, as illustrated in figures 1 to 7 , repeatably openable and closable mechanical connection means 3 comprising anchor bolts 8 extending from said another construction element 2.
  • the repeatably openable and closable mechanical connection means 3 include first nuts 9 screwed on the anchor bolts 8 so that the nuts are at a distance from said another construction element 2, as illustrated in figures 1 to 3 .
  • the anchor bolts 8 can penetrate openings 10 in the prefabricated construction element 1 so that the first nuts 9 are between said another construction element 2 and the prefabricated construction element 1 and so that a grouting space 11 is formed between said another construction element 2 and the prefabricated construction element 1.
  • the repeatably openable and closable mechanical connection means 3 include second nuts 12 screwed to the anchor bolts 8 to secure the prefabricated construction element 1 to the anchor bolts 8.
  • a washer 17 is arranged at the anchor bolts 8 between the openings 10 and second nuts 12.
  • the anchor bolts 8 can penetrate openings 10 formed in metal plates 13 of connector elements 14 at least partly cast into the concrete of the prefabricated construction element 1.
  • Such connector element 14 can for example be in the form of a column shoe, as illustrated in the embodiments shown in figures 1 to 3 , a beam shoe, as illustrated in the embodiment illustrated in figure 7 , or a wall shoe, as illustrated in the embodiments shown in figures 4 and 5 , depending on the form of the prefabricated construction element 1.
  • the anchor bolts 8 penetrate in the connection arrangement openings 10 in the prefabricated construction element 1 so that the anchor bolts 8 extend into a cavity 15 in the prefabricated construction element 1, and said second nuts 12 are screwed to the anchor bolts 8 inside the cavities so that the second nuts 12 are housed in the cavities.
  • the cavities are at least partly with other material 16 than grout 5 prior said grouting step to at least partly prevent grout 5 from entering said cavities.
  • At least one of mineral wool, gypsum, plaster and lime mortar are used as said other material 16 in the filling step. These materials are easier to remove than concrete or mortar so that the repeatably openable and closable mechanical connection means 3 can be accessed in the cavity 15 and be opened, as exemplified in figure 8 .
  • the prefabricated construction element 1 can be provided with at least one of a projection formation 20 that projects into grout 5 in the joint between the prefabricated construction element 1 and said another construction element 2 and a cavity formation 21 into which grout 5 from the joint between the prefabricated construction element 1 and said another construction element 2 projects.
  • said another construction element 2 can be provided with at least one of a projection formation 20 that projects into grout 5 in the joint between the prefabricated construction element 1 and said another construction element 2, and a cavity formation 21 into which grout 5 from the joint between the prefabricated construction element 1 and said another construction element 2 projects.
  • the construction element 1 can be provided with a formation 20 that extend into a cavity 21 in the grout 5 between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 2 .
  • construction element 1 can alternatively be provided with a formation 20 that extend into a cavity 21 in said another construction element 2, as illustrated in figure 3 .
  • shear force transfer capacity between the prefabricated construction element 1 and said another construction element 2 be increased, while still creating an easily dismountable connection allowing reuse of a least the construction element 1, by forming a cavity 21 in the surface 6 of the prefabricated construction element 1 so that the cavity 21 is configured to be filled with the grout 5 cast between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 5 .
  • shear force transfer capacity between the prefabricated construction element 1 and said another construction element 2 be increased, while still creating an easily dismountable connection allowing reuse of a least the construction element 1, by forming a cavity 21 both in the surface 6 of the prefabricated construction element 1 and in the surface 6 of said another construction element so that both cavities 21 are configured to be filled with the grout 5 cast between the prefabricated construction element 1 and said another construction element 2, as illustrated in figure 6 .
  • the anchor bolts 8 are preferably, but not necessarily, threaded bars, which are screwed into threaded muffs 17, which are casted into concrete of said another construction element 2 so that the threaded muffs 17 extend from the surface 6 of said another construction element 2 into said another construction element 2, and which are anchored by means of anchoring means 18 fastened to said threaded muffs 17 and also casted into concrete of said another construction element 2.
  • An example of such is Copra ® anchoring coupler by Peikko Group.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (16)

  1. Procédé pour monter un élément de construction préfabriqué (1) comprenant du béton à un autre élément de construction (2), ledit procédé comprenant
    une étape de liaison pour relier l'élément de construction préfabriqué (1) à l'autre élément de construction (2) par des moyens de liaison mécaniques (3) pouvant être ouverts et fermés de manière répétitive de sorte qu'un joint (4) soit formé entre l'élément de construction préfabriqué (1) et l'autre élément de construction (2),
    une étape de scellement pour sceller le joint (4) en recouvrant le joint (4) au moins partiellement avec du coulis (5) et laissant durcir le coulis (5), et
    une étape de revêtement pour revêtir des surfaces (6) de l'élément de construction préfabriqué (1) devant être recouvert de coulis (5) dans ladite étape de scellement, au moins partiellement d'un moyen de séparation (7) avant ladite étape de scellement,
    dans lequel l'étape de liaison comprend l'étape consistant à fournir des moyens de liaison mécaniques (3) pouvant être ouverts et fermés de manière répétitive qui comprennent des boulons d'ancrage (8) sortant dudit autre élément de construction (2),
    dans lequel l'étape de liaison comprend l'étape consistant à visser de premiers écrous (8) sur les boulons d'ancrage (8) de telle façon que les écrous se situent à une distance dudit autre élément de construction (2),
    dans lequel l'étape de liaison comprend l'étape consistant à disposer les boulons d'ancrage (8) de sorte qu'ils pénètrent des orifices (10) dans l'élément de construction préfabriqué (1) de telle façon que les premiers écrous (9) soient situés entre ledit autre élément de construction (2) et l'élément de construction préfabriqué (1) et qu'un espace de scellement (11) soit formé entre ledit autre élément de construction (2) et l'élément de construction préfabriqué (1),
    dans lequel l'étape de liaison comprend l'étape consistant à visser de deuxièmes écrous (12) sur les boulons d'ancrage (8) pour fixer l'élément de construction préfabriqué (1) aux boulons d'ancrage (8),
    dans lequel l'étape de liaison comprend l'étape consistant à disposer les boulons d'ancrage (8) de sorte qu'ils pénètrent des orifices (10) dans l'élément de construction préfabriqué (1) de telle façon que les boulons d'ancrage (8) s'étendent dans une cavité (15) dans l'élément de construction préfabriqué (1),
    dans lequel l'étape de liaison comprend l'étape consistant à visser lesdits deuxièmes écrous (12) sur les boulons d'ancrage (8) à l'intérieur des cavités de telle façon que les deuxièmes écrous (12) soient logés dans les cavités,
    caractérisé
    par une étape de remplissage pour remplir les cavités au moins partiellement d'un matériau (16) autre que le coulis (5) avant ladite étape de scellement afin d'empêcher au moins partiellement la pénétration de coulis (5) dans lesdites cavités, et
    par l'utilisation d'au moins l'un parmi la laine minérale, le gypse, le plâtre et le mortier de chaux comme ledit autre matériau (16) dans l'étape de remplissage.
  2. Procédé selon la revendication 1, caractérisé
    en ce que le moyen de séparation (7) est disposé de manière à suivre au moins partiellement une interface entre le coulis (5) qui est configuré pour recouvrir l'élément de construction préfabriqué (1) dans le joint (4) et l'élément de construction préfabriqué (1).
  3. Procédé selon la revendication 1 ou 2, caractérisé
    en ce que l'étape de revêtement comprend également l'étape consistant à revêtir des surfaces (6) dudit autre élément de construction préfabriqué (2) devant être recouvert de coulis (5), au moins partiellement d'un moyen de séparation (7) avant ledit scellement.
  4. Procédé selon la revendication 3, caractérisé
    en ce que le moyen de séparation (7) est disposé de manière à suivre au moins partiellement une interface entre le coulis (5) qui est configuré pour recouvrir ledit autre élément de construction (2) dans le joint (4) et ledit autre élément de construction (2).
  5. Procédé selon l'une des revendications 1 à 4, caractérisé
    en ce que sont fournies, comme boulons d'ancrage (8), des tiges filetées qui sont vissées dans des douilles taraudées (17) qui sont coulées dans le béton dudit autre élément de construction (2) de telle façon que lesdites douilles taraudées (17) s'étendent à partir de la surface (6) dudit autre élément de construction (2) jusque dans ledit autre élément de construction (2), et qui sont ancrées par des moyens d'ancrage (18) attachés auxdites douilles taraudées (17) et également coulées dans le béton dudit autre élément de construction (2).
  6. Procédé selon l'une des revendications 1 à 5, caractérisé
    par l'étape consistant à fournir, pour l'étape de revêtement, un moyen de séparation (7) qui est un moyen séparé de l'élément de construction préfabriqué (1) et qui est un moyen séparé dudit autre élément de construction (2).
  7. Procédé selon l'une des revendications 1 à 6, caractérisé
    par l'étape consistant à pourvoir l'élément de construction préfabriqué (1) d'au moins l'une parmi une formation en saillie (20) configurée pour faire saillie dans le coulis (5) dans le joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) et une formation de cavité (21) dans laquelle du coulis (5) venant du joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) est configuré pour faire saillie.
  8. Procédé selon l'une des revendications 1 à 7, caractérisé
    par l'étape consistant à pourvoir ledit autre élément de construction (2) d'au moins l'une parmi une formation en saillie (20) configurée pour faire saillie dans le coulis (5) dans le joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) et une formation de cavité (21) dans laquelle du coulis (5) venant du joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) est configuré pour faire saillie.
  9. Agencement de liaison entre un élément de construction préfabriqué (1) comprenant du béton et un autre élément de construction (2), dans lequel dans ledit agencement de liaison
    l'élément de construction préfabriqué (1) est relié audit autre élément de construction (2) par des moyens de liaison mécaniques (3) pouvant être ouverts et fermés de manière répétitive de telle façon qu'un joint (4) soit formé entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2), et
    le joint (4) est au moins partiellement recouvert de coulis (5) qui est laissé durcir,
    par des moyens de séparation (7) entre des surfaces (6) de l'élément de construction préfabriqué (1) qui est au moins partiellement recouvert de coulis (5) et ledit coulis (5) recouvrant le joint (4) au moins partiellement et qui a été laissé durcir,
    en ce que lesdits moyens de liaison mécaniques (3) pouvant être ouverts et fermés de manière répétitive comprennent des boulons d'ancrage (2) sortant dudit autre élément de construction (2),
    par de premiers écrous (9) vissés sur les boulons d'ancrage (8) de telle façon que les écrous se situent à une distance dudit autre élément de construction (2),
    en ce que les boulons d'ancrage (8) pénètrent des orifices (10) dans l'élément de construction préfabriqué (1) de telle façon que les premiers écrous (9) soient situés entre ledit autre élément de construction (2) et l'élément de construction préfabriqué (1) et qu'un espace de scellement (11) soit formé entre ledit autre élément de construction (2) et l'élément de construction préfabriqué (1), et
    par de deuxièmes écrous (12) vissés sur les boulons d'ancrage (8) pour fixer l'élément de construction préfabriqué (1) aux boulons d'ancrage (8),
    en ce que les boulons d'ancrage (8) pénètrent les orifices (10) dans l'élément de construction préfabriqué (1) de telle façon que les boulons d'ancrage (8) s'étendent dans une cavité (15) dans l'élément de construction préfabriqué (1), et
    en ce que lesdits deuxièmes écrous (12) sont vissés sur les boulons d'ancrage (8) à l'intérieur des cavités de telle façon que les deuxièmes écrous (12) soient logés dans les cavités,
    caractérisé
    en ce que les cavités sont remplies au moins partiellement d'un matériau (16) autre que le coulis (5) pour empêcher au moins partiellement la pénétration du coulis (5) dans lesdites cavités, et
    en ce que ledit autre matériau (16) comprend au moins l'un parmi la laine minérale, le gypse, le plâtre et le mortier de chaux.
  10. Agencement de liaison selon la revendication 9, caractérisé
    en ce que le moyen de séparation (7) suit au moins partiellement une interface entre le coulis (5) qui recouvre l'élément de construction préfabriqué (1) dans le joint (4) et l'élément de construction préfabriqué (1).
  11. Agencement de liaison selon la revendication 9 ou 10, caractérisé
    par un moyen de séparation (7) entre des surfaces (6) dudit autre élément de construction (2) qui est au moins partiellement recouvert de coulis (5) et ledit coulis (5) recouvrant le joint (4) au moins partiellement et qui a été laissé durcir.
  12. Agencement de liaison selon l'une des revendications 9 à 11, caractérisé
    en ce que le moyen de séparation (7) suit au moins partiellement une interface entre le coulis (5) qui recouvre ledit autre élément de construction (2) dans le joint (4) et ledit autre élément de construction (2).
  13. Agencement de liaison selon l'une des revendications 9 à 12, caractérisé
    en ce que les boulons d'ancrage (8) sont des tiges filetées qui sont vissées dans des douilles taraudées (17) qui sont coulées dans le béton dudit autre élément de construction (2) de telle façon que lesdites douilles taraudées (17) s'étendent de la surface (6) dudit autre élément de construction (2) jusque dans ledit autre élément de construction (2), et qui sont ancrées par des moyens d'ancrage (18) attachés auxdites douilles taraudées (17) et également coulées dans le béton dudit autre élément de construction (2).
  14. Agencement de liaison selon l'une des revendications 9 à 13, caractérisé
    en ce que le moyen de séparation (7) est un moyen séparé de l'élément de construction préfabriqué (1) et un moyen séparé dudit autre de construction (2).
  15. Agencement de liaison selon l'une des revendications 9 à 14, caractérisé
    en ce que l'élément de construction préfabriqué (1) est pourvu d'au moins l'une parmi une formation en saillie (20) qui fait saillie dans le coulis (5) dans le joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) et une formation de cavité (21) dans laquelle du coulis (5) venant du joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) fait saillie.
  16. Agencement de liaison selon l'une des revendications 9 à 15, caractérisé
    en ce que ledit autre élément de construction (2) est pourvu d'au moins l'une parmi une formation en saillie (20) qui fait saillie dans le coulis (5) dans le joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) et une formation de cavité (21) dans laquelle du coulis (5) venant du joint entre l'élément de construction préfabriqué (1) et ledit autre élément de construction (2) fait saillie.
EP20731524.3A 2019-06-14 2020-05-29 Procédé de montage d'un élément de construction préfabriqué sur un autre élément de construction et agencement de liaison Active EP3983618B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20195517 2019-06-14
PCT/FI2020/050363 WO2020249852A1 (fr) 2019-06-14 2020-05-29 Procédé de montage d'un élément de construction préfabriqué sur un autre élément de construction et agencement de liaison

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KR (1) KR102619755B1 (fr)
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CN114960390A (zh) * 2022-06-01 2022-08-30 中铁第四勘察设计院集团有限公司 一种预埋式脱空注浆装置及注浆施工方法

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US3775928A (en) * 1972-03-09 1973-12-04 Descon Concordia Syst Ltd Erection method for structural system
DE102004017006B4 (de) * 2004-04-02 2012-03-29 Aloys Wobben Verfahren zum Errichten eines Turmes
DE102004017008B4 (de) * 2004-04-02 2009-10-22 Aloys Wobben Verfahren zum Errichten eines Turmes
ITMI20051565A1 (it) * 2005-08-11 2007-02-12 Edilmatic S R L Dispositivo di interconnessione per collegare una trave ad un pilastro prefabbricati in cemento armato e metodo per collegare la trave al pilastro per mezzo di tale dispositivo
US8037651B2 (en) * 2008-03-19 2011-10-18 Clifford Dent Ground anchor assembly
US20110131899A1 (en) * 2010-04-30 2011-06-09 Stefan Voss Apparatus and method for producing a concrete foundation
IT1403484B1 (it) * 2010-10-29 2013-10-17 Sar Costruzioni Prefabbricate S R L Struttura di fondazione particolarmente per edifici prefabbricati
FI123856B (fi) * 2011-06-20 2013-11-29 Peikko Group Oy Liitäntälaite vierekkäisten betonielementtiosien kiinnittämiseen ja menetelmä ensimmäisen ja toisen betonielementtiosan yhdistämiseksi

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WO2020249852A1 (fr) 2020-12-17
EP3983618C0 (fr) 2023-07-26
KR20220009418A (ko) 2022-01-24
CN114174610A (zh) 2022-03-11
EP3983618A1 (fr) 2022-04-20
PL3983618T3 (pl) 2023-10-09
KR102619755B1 (ko) 2023-12-29
HUE063667T2 (hu) 2024-01-28
CN114174610B (zh) 2024-04-09

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