EP2342856B1 - Dispositif de liaison entre des colonnes et des poutres préfabriquées - Google Patents

Dispositif de liaison entre des colonnes et des poutres préfabriquées Download PDF

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Publication number
EP2342856B1
EP2342856B1 EP09736581.1A EP09736581A EP2342856B1 EP 2342856 B1 EP2342856 B1 EP 2342856B1 EP 09736581 A EP09736581 A EP 09736581A EP 2342856 B1 EP2342856 B1 EP 2342856B1
Authority
EP
European Patent Office
Prior art keywords
beams
connection
opening
column
prefabricated
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.)
Not-in-force
Application number
EP09736581.1A
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German (de)
English (en)
Other versions
EP2342856A2 (fr
Inventor
Giovanni Avanzini
Andrea Trestini
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.)
POINT Srl
Original Assignee
Point Srl
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Publication date
Application filed by Point Srl filed Critical Point Srl
Publication of EP2342856A2 publication Critical patent/EP2342856A2/fr
Application granted granted Critical
Publication of EP2342856B1 publication Critical patent/EP2342856B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/18—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

Definitions

  • the present invention relates to a device for connection between prefabricated beams and columns.
  • the column is constituted by a plurality of reinforced-concrete segments which are mutually spaced longitudinally and are mutually connected, at their respective ends, by rebars that protrude from such reinforced-concrete segments.
  • the ends of the beams are engaged by resting on the faces that are directed upward of the segments that constitute the column, and any space left free between the segments is filled with a concrete casting, so as to complete the joining of the beams to the column.
  • US 6,058,669 discloses a rigid connection between the reinforcement of the beams and the rebars that protrude from the segments of the columns, so as to provide, in the nodes of the structure, hyperstatic couplings which are particularly useful if the building is designed to withstand seismic actions.
  • Another known solution uses a continuous column which has, at the portion between stories, through openings in which connecting elements that protrude from the ends of the beams are designed to be accommodated.
  • JP 2002 294858 A discloses a concrete column member having a plurality of beam members connected thereto in a manner as defined in the pre-characterizing portion of the appended claim 1.
  • GB 2 027 785 A discloses a connection between a pillar and beams of prefabricated concrete, comprising a pillar having a through-passing aperture at a connection point, and beams provided with metal bolts which are longitudinally dispaceably mounted in metal tubes and which extend into the aperture and are supported therein, after which the aperture is filled out with concrete. Above the beams there is provided a cover coating of cast concrete provided with reinforcment members.
  • the aim of the present invention is to provide a device for connection between prefabricated beams and columns that is capable of eliminating or at least reducing drastically the drawbacks noted above.
  • an object of the invention is to provide a device for connection between prefabricated beams and columns that is reliable in use and extremely flexible. Another object is to provide a device for connection between prefabricated beams and columns that allows to reduce significantly the installation times of columns and beams.
  • Another object of the invention is to provide a device for connection between prefabricated beams and columns in which the joint between the columns and the beams ensures higher resistance to any seismic actions.
  • Another object of the invention is to provide a device for connection between prefabricated beams and columns that is capable of ensuring easy and practical transport of the various structural components and in particular of the beams and of the columns.
  • the present invention relates to a device, generally designated by the reference numeral 1, for connection between a column 2 and beams 3 which are prefabricated.
  • connection device 1 comprises, along the extension 100 of the column 2, at least one pair of resting portions, in particular a pair of resting ledges 4a, which are arranged on opposite sides with respect to the direction of longitudinal extension 100 of the column and are designed to be engaged, by resting and at least during installation, by an end portion 5 of a respective beam 3.
  • the through opening 6 is designed to accommodate means 7 for connection between the column 2 and the beams 3 which are arranged on opposite sides with respect to the through opening 6.
  • the through opening 6 is extended over a greater height than the height of the beams 3.
  • connection means 7 comprise a completion casting 8, which passes at least partially through the through opening 6 and is designed to connect stably each beam 3 to the column 2 and accordingly the beams 3 arranged on opposite sides with respect to the through opening 6.
  • connection device 1 further has a connecting body 9, which is arranged above a surface 8a that is directed upward of the completion casting 8 and passes at least partially through the through opening 6 in order to mutually connect the surfaces 3 a that are directed upward of the beams 3.
  • the connecting body 9 is designed to pass through the portion of the through opening 6 that lies above and higher than the upper surface 3a of the beam 3 and accordingly above the completion casting 8, which as shown has its upper surface at the same height as the upper surface 3 a of the beams 3.
  • connection means 7 comprise a connecting reinforcement frame 10 between the beam reinforcement frames 11 of each beam 3 that is arranged on opposite sides with respect to the through opening 6.
  • the connecting reinforcement frame 10 can be constituted for example by a plurality of connecting bars 12 and is designed to cross the respective through opening 6 and to be embedded in the completion castings 8.
  • the connecting body 9 is adapted to provide a so-called structural screed, the functionality of which will be described in greater detail hereinafter.
  • At least one auxiliary reinforcement body 13 is inserted in the thickness of the connecting body 9 forming the structural screed and runs substantially parallel to the main longitudinal direction 101 of the beams 3.
  • each pair of resting ledges 4a and 4b is arranged on opposite sides with respect to a respective through opening 6.
  • connection device 1 from having only two resting ledges 4a and accordingly a single through opening 6 formed along the extension of the column 2.
  • the beams 3 have, at their end portion 5 designed to rest against the respective ledge 4a, 4b, a longitudinally extended recess 14 in which the concavity is directed upward.
  • the recess 14 has a transverse dimension that substantially corresponds to the transverse dimension of the through opening 6, and is designed, during the production of the connection device 1, to be filled at least partially by the completion casting 8.
  • the beam reinforcement frame 11 comprises at least one bar which has a respective threaded end portion 11 a, which is associated stably with a sleeve 15 which is threaded internally and can be engaged by a respective end portion 12a of a respective connecting bar 12, which forms at least part of the connecting reinforcement frame 10.
  • the internally threaded sleeve 15 is embedded at least partially in the beam 3.
  • the through opening or openings 6 are provided by a tubular box 16, which is embedded within the column and optionally connected stably to a reinforcement frame 17 of the column.
  • the auxiliary reinforcement 13 arranged inside the connecting body 9 is, in particular, for connection between brackets 18 that protrude from the upper surface 3a of the beams 3 arranged on opposite sides with respect to the through opening 6.
  • the method for installing the connection device 1 according to the present invention is as follows.
  • the column 2 which has, along its own longitudinal extension, the through opening or openings 6 and the resting ledges 4a (and optionally 4b) arranged below the respective through openings 6, is prepared vertically.
  • the connecting reinforcement frame 10 is arranged so as to at least partially cross in a longitudinal direction the through opening 6.
  • the threaded end portions 12a of the respective connecting bars 12 that provide the connecting reinforcement frame 10 are screwed into respective sleeves 15 embedded at least partially in the beam 3.
  • the completion casting 8 completely fills the recesses 14 and accordingly its surface directed upward is arranged at the same height as the upper surface 3a of the beams 3.
  • a free region accordingly remains between the upper surface of the completion casting 8 that passes through the through opening 6 and the top of the through opening 6, and the connecting body 9 arranges itself inside such free region.
  • the auxiliary reinforcement frame 13 is arranged above the upper surface of the completion casting 8 and so as to pass through such free region.
  • the auxiliary reinforcement 13 is coupled to the brackets 18 that protrude from the upper surfaces 3a of the beams 3.
  • connection body which in practice provides a structural screed which is arranged above the beams 3 and cooperates with the connection device 1 allows, for an equal height of the beams 3, to have a larger portion of continuity between the beams and the columns, with an evident advantage in terms of structural and anti-seismic performance.
  • UHTC Ultra-High Performance Concrete
  • This material has two main characteristics that are particularly important in the specific application: first of all, its behavior is ductile and it withstands large deformations prior to failure, differently from traditional concrete, which has a fragile behavior and fails with small deformations.
  • the column remains monolithic and the hinges form at the ends of the beams and therefore outside the cross-section of the column.
  • the materials used, as well as the dimensions, may be any according to requirements.
  • tubular boxes 16 and the reinforcement frames in general by using high-performance steels, such as for example the steel known commercially by the acronym HPS (High Performance Steel).
  • HPS High Performance Steel

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (8)

  1. Dispositif (1) pour le raccordement entre des colonnes et des poutres préfabriquées comprenant une colonne (2) et des poutre préfabriquées (3), et le long de l'extension de ladite colonne (2), au moins une paire de parties d'appui (4a, 4b) qui sont agencées sur des côtés opposés par rapport à la direction de l'extension longitudinale (100) de ladite colonne, et sont mises en prise, en appui, par une partie d'extrémité (5) d'une poutre (3) respective, au niveau d'une région de ladite colonne (2) formée au-dessus de ladite au moins une paire de parties d'appui (4a, 4b) étant située au moins une ouverture débouchante (6), qui s'étend sensiblement parallèlement à l'extension longitudinale (101) desdites poutres (3) et accueille des moyens (7) pour le raccordement entre ladite colonne (2) et lesdites poutres (3), ladite ouverture (6) s'étendant sur une hauteur plus élevée que la hauteur desdites poutres (3), lesdits moyens de raccordement (7) comprenant une moulure de finition (8) qui passe au moins partiellement à travers ladite ouverture débouchante (6), et un bâti de renforcement (10) passant par ladite ouverture débouchante (6) et étant intégré dans ladite moulure de finition (8), caractérisé en ce que ladite moulure de finition (8) a une surface supérieure à la même hauteur que la surface supérieure (3a) desdites poutres (3) de sorte qu'il reste une région libre entre la surface supérieure de la moulure de finition (8) qui passe par l'ouverture débouchante (6) et le sommet de l'ouverture débouchante (6), et un corps de raccordement (9) qui est prévu, qui est agencé à l'intérieur de ladite région libre au-dessus de la surface qui est dirigée vers le haut de ladite moulure de finition (8) et qui passe au moins partiellement à travers ladite ouverture débouchante (6) et raccorde mutuellement les surfaces (3a) orientées vers le haut desdites poutres (3), et ledit bâti de renforcement (10) étant raccordé entre les bâtis de renforcement (11) des poutres qui sont agencées sur les côtés opposés par rapport à ladite au moins une ouverture débouchante (6).
  2. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 1, caractérisé en ce que ledit corps de raccordement (9) est adapté pour fournir une chape structurelle.
  3. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 2, caractérisé en ce qu'il comprend, dans l'épaisseur dudit corps de raccordement (9) qui forme ladite chape structurelle, au moins un corps de bâti de renforcement auxiliaire (13) qui s'étend de manière sensiblement parallèle à la direction longitudinale principale (101) desdites poutres (3).
  4. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 1, caractérisé en ce qu'il comprend, le long de l'extension de ladite colonne (2), deux paires de parties d'appui (4a, 4b) qui sont agencées sur les côtés opposés par rapport à la direction de l'extension longitudinale (100) de ladite colonne (2) et sont conçues pour être mises en prise, en appui, par une partie d'extrémité (5) d'une poutre (3) respective.
  5. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 4, caractérisé en ce que lesdites poutres (3) ont, au niveau de leur partie d'extrémité (5) conçue pour s'appuyer contre les parties d'appui (4a, 4b) respectives, un évidement (14) longitudinalement allongé dans lequel la concavité est dirigée vers le haut, sa dimension transversale correspondant sensiblement à la dimension transversale de ladite ouverture débouchante (6), ledit évidement (14) étant conçu pour être au moins partiellement rempli par ladite moulure de finition (8).
  6. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 1, caractérisé en ce que ledit bâti de renforcement (11) de la poutre (3) comprend au moins une barre qui a une partie d'extrémité (11a) filetée respective qui est associée, de manière stable, avec un manchon (15) intérieurement fileté qui peut être mis en prise par une partie d'extrémité (12a) respective d'une barre de raccordement (12) respective qui fait au moins partie dudit bâti de renforcement de raccordement (10), ledit manchon (15) fileté étant au moins partiellement encastré à l'intérieur de ladite poutre (3).
  7. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 1, caractérisé en ce que ladite au moins une ouverture débouchante (6) est fournie par une boîte tubulaire (16) qui est encastrée à l'intérieur de ladite colonne (2) et est raccordée de manière stable à un bâti de renforcement (17) de la colonne.
  8. Dispositif pour le raccordement entre des colonnes et des poutres préfabriquées selon la revendication 3, caractérisé en ce que ledit bâti de renforcement auxiliaire (13) fournit un raccordement entre des supports (18) qui font saillie de la surface supérieure (3a) des poutres (3) agencées sur les côtés opposés par rapport à ladite ouverture débouchante (6).
EP09736581.1A 2008-09-30 2009-09-30 Dispositif de liaison entre des colonnes et des poutres préfabriquées Not-in-force EP2342856B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITVR2008A000109A IT1391215B1 (it) 2008-09-30 2008-09-30 Dispositivo di collegamento tra pilastri e travi prefabbricate
PCT/EP2009/062678 WO2010037775A2 (fr) 2008-09-30 2009-09-30 Dispositif de liaison entre des colonnes et des poutres préfabriquées

Publications (2)

Publication Number Publication Date
EP2342856A2 EP2342856A2 (fr) 2011-07-13
EP2342856B1 true EP2342856B1 (fr) 2015-04-15

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ID=41147249

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09736581.1A Not-in-force EP2342856B1 (fr) 2008-09-30 2009-09-30 Dispositif de liaison entre des colonnes et des poutres préfabriquées

Country Status (3)

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EP (1) EP2342856B1 (fr)
IT (1) IT1391215B1 (fr)
WO (1) WO2010037775A2 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVR20130022A1 (it) * 2013-01-29 2014-07-30 Eiseko Engineering Sistema di costruzione nel settore edile
WO2014118713A1 (fr) * 2013-01-29 2014-08-07 Eiseko Engineering Système de construction pour industrie de la construction
JP6195463B2 (ja) * 2013-04-02 2017-09-13 株式会社竹中工務店 建物
JP6367582B2 (ja) * 2014-03-18 2018-08-01 大成建設株式会社 架構構造の施工方法
JP6876384B2 (ja) * 2016-06-13 2021-05-26 株式会社竹中工務店 柱梁の接合部構造
JP6833263B2 (ja) * 2016-06-28 2021-02-24 西松建設株式会社 柱梁の接合構造および接合部材の製造方法
WO2019114912A1 (fr) * 2017-12-14 2019-06-20 Mellah Djaffar Riadh Nouveau procede de construction de batiments en prefabrique lourd en beton antisismique

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2349009A1 (fr) * 1976-04-20 1977-11-18 Ccl Systems Ltd Procede de jonction de deux corps en beton par reunion des fers d'armature contenus dans les corps
CH631777A5 (de) * 1978-08-14 1982-08-31 Rejop Nv Anschlusskonstruktion zwischen vorfabrizierten beton-pfeilern und -traegern.
FR2438719A1 (fr) * 1978-10-10 1980-05-09 Klein Bernard Liaison en tete de poteaux
FR2466576A1 (fr) * 1979-10-03 1981-04-10 Saret Ossature de batiment a poutres et poteaux en beton arme
FR2491977A1 (fr) * 1980-10-15 1982-04-16 Saret Elements de construction pour ossature de batiment, ossature comprenant ces elements, et procede de construction d'une telle ossature
IT1135451B (it) * 1981-02-13 1986-08-20 Nievo Soncini Sistema di costruzione,ad elementi prefabbricati,per strutture edilizie
JP2002294858A (ja) * 2001-03-29 2002-10-09 Ohbayashi Corp ハーフプレキャストコンクリート製柱部材およびハーフプレキャストコンクリート製梁部材、並びにこれらを用いた鉄筋コンクリート造の柱・梁架構の構築方法

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Publication number Publication date
ITVR20080109A1 (it) 2010-04-01
EP2342856A2 (fr) 2011-07-13
WO2010037775A3 (fr) 2010-10-14
IT1391215B1 (it) 2011-11-18
WO2010037775A2 (fr) 2010-04-08

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