EP2951364B1 - Système de construction pour l'industrie du bâtiment - Google Patents

Système de construction pour l'industrie du bâtiment Download PDF

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Publication number
EP2951364B1
EP2951364B1 EP14707229.2A EP14707229A EP2951364B1 EP 2951364 B1 EP2951364 B1 EP 2951364B1 EP 14707229 A EP14707229 A EP 14707229A EP 2951364 B1 EP2951364 B1 EP 2951364B1
Authority
EP
European Patent Office
Prior art keywords
pillar
building system
beams
longitudinal portion
seat
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP14707229.2A
Other languages
German (de)
English (en)
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EP2951364A1 (fr
Inventor
Francesco CENZON
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.)
Building Service Di Cenzon Francesco E Pomini Gior
Original Assignee
Building Service Di Cenzon Francesco E Pomini Giorgio SNC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from IT000022A external-priority patent/ITVR20130022A1/it
Priority claimed from ITVR20130032 external-priority patent/ITVR20130032U1/it
Application filed by Building Service Di Cenzon Francesco E Pomini Giorgio SNC filed Critical Building Service Di Cenzon Francesco E Pomini Giorgio SNC
Publication of EP2951364A1 publication Critical patent/EP2951364A1/fr
Application granted granted Critical
Publication of EP2951364B1 publication Critical patent/EP2951364B1/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
    • E04B1/18—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
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or 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
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • 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
    • E04B1/388—Separate connecting elements
    • E04B2001/389—Brackets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (10)

  1. Système de construction (10; 70; 80; 90; 110; 210; 310; 370; 410; 510) préfabriqué comprenant un pilier (12; 76; 88; 112; 118; 212; 312; 376; 412; 512) et au moins une poutre (14, 16; 72, 74; 78, 82, 84, 86; 92, 94; 114, 116; 214, 216, 218; 314, 316; 372, 374, 378, 380; 414, 416; 514, 516), préfabriquée et couplée au pilier (12; 76; 88; 112; 118; 212; 312; 376; 412; 512) dans lequel
    le pilier (12; 76; 88; 112; 118; 212; 312; 376; 412; 512) comprend au moins un support (32; 132; 232; 332; 432) dans lequel un siège (38; 138; 338) est formé, au moins l'un support (32; 132; 232; 332; 432) étant totalement reçu dans le volume déterminé par le pilier, dans lequel au moins l'une poutre (14, 16; 72, 74; 78, 82, 84, 86; 92, 94; 114, 116; 214, 216, 218; 314, 316; 372, 374, 378, 380; 414, 416; 514, 516) comprend au moins une tablette rétractable (50; 150; 350; 450) dans laquelle un élément intérieur (60; 160; 354; 454) est coulissant l'au moins une tablette rétractable (50; 150; 350; 450), l'au moins une tablette rétractable (50; 150; 350; 450) étant entièrement logée dans le volume déterminé par l'au moins une poutre, de sorte que l'élément intérieur (60; 160; 354; 454) coulissant peut être fait sortir de l'au moins une tablette rétractable (50; 150; 350; 450) et entrer dans la siège (38; 138; 338) d'au moins un support (32; 132; 232; 332; 432) de sorte à coupler au moins une poutre avec le pilier;
    dans lequel une fois que l'au moins une poutre 14, 16; 72, 74; 78, 82, 84, 86; 92, 94; 114, 116; 214, 216, 218; 314, 316; 372, 374, 378, 380; 414, 416; 514, 516) est fixée au pilier (12; 76; 88; 112; 118; 212; 312; 376; 412; 512) par l'élément interne (60; 160; 354; 454) coulissant, du matériau de ciment (68; 168) est coulé au moment de l'accouplement d'au moins une poutre au pilier;
    caractérisé du fait qu'au moins une poutre comprend une première partie longitudinale (40 ; 91 ; 340 ; 440) et une deuxième partie longitudinale (42 ; 93 ; 343 ; 442), dans lesquelles la première partie longitudinale (40 ; 91 ; 340 ; 440) est disposée en bas par rapport à la deuxième partie longitudinale (42 ; 93 ; 342 ; 442); à l'extrémité de la deuxième partie longitudinale (342) étant comprise au moins une tablette rétractable (350); au moins une barre (344) étant comprise avec une extrémité libre filetée le long de la deuxième partie longitudinale (342), de sorte qu'au moyen d'un vissage sur ladite au moins une barre (344) au moins une barre de raccord (346) peut être fixée pour la connexion avec au moins une autre poutre.
  2. Système de construction (10 ; 70 ; 80 ; 90 ; 110 ; 210) selon la revendication 1, dans lequel le siège (38 ; 138) formée dans l'au moins un support (32 ; 132 ; 232) comprend un dent (35) et l'élément intérieur comprend une lame (60 ; 160) dans laquelle au moins un évidement (62) est formé, de sorte que la lame (60 ; 160) une fois accueillie dans le siège (38 ; 138) soit bloquée en position au moyen de la dent (35) insérée dans l'évidement (62).
  3. Système de construction (10 ; 70 ; 80 ; 90 ; 110 ; 210) selon l'une des revendications précédentes, dans lequel l'au moins une poutre comprend une première partie longitudinale (40 ; 91) à l'extrémité de laquelle l'au moins une tablette rétractable (50 ; 150) est comprise et une deuxième partie longitudinale (42 ; 93) le long de laquelle au moins une barre (44 ; 144) avec une extrémité libre filetée est disposée, de sorte qu'au moyen d'un vissage au moins è ladite barre (44 ; 144) une barre de raccordement (46 ; 146) peut être fixée pour la connexion d'au moins une autre poutre.
  4. Système de construction (310 ; 370 ; 410 ; 510) selon la revendication 1, dans lequel l'au moins un support comprend une plaque (334) en forme de C avec une partie inférieure horizontale (335), une partie supérieure horizontale (336) et une partie latérale verticale (337) dans laquelle l'ouverture de passage (338) est formée.
  5. Système de construction (10 ; 70 ; 80 ; 90 ; 110 ; 210 ; 310 ; 370 ; 410 ; 510) selon l'une des revendications 3 à 4, dans lequel au moins une barre de continuité (66 ; 166 ; 366 ; 466) est reliée avec une extrémité à une barre de raccordement (46 ; 146 ; 346 ; 446) d'une première poutre et avec l'extrémité opposée à une barre de raccordement (46 ; 146 ; 346 ; 446) d'une deuxième poutre.
  6. Système de construction (90) selon l'une des revendications précédentes, dans lequel au moins un gaillard est disposé au-dessus de la première partie longitudinale (91), en continuité avec la deuxième partie longitudinale (93).
  7. Système de construction (210) selon l'une des revendications précédentes, dans lequel dans au moins une poutre (214, 240, 244) au moins un siège (244) est formé latéralement pour recevoir l'extrémité d'une petite poutre (246) pour planchers.
  8. Système de construction (210) selon la revendication précédente, dans lequel la petite poutre (246) comprend au moins sur une de ses extrémités un élément extensible (248) comprenant un étrier (252) mobile adapté pour être forcé hors de l'élément extensible (248) pour reposer sur un siège (244) d'au moins une poutre (214, 240, 244).
  9. Système de construction (510) selon une des revendications précédentes, dans lequel sur au moins une poutre (514, 516) au moins un élément en bois est fixé par au moins un étrier (552) à fin d'obtenir un plancher en bois.
  10. Système de construction (410) selon une des revendications précédentes, dans lequel un étrier de fixation (456) est fixé d'un côté sur la partie supérieure (442) de la première poutre (414) et/ou de la deuxième poutre (416) et de l'autre sur le pilier (412) de sorte à obtenir ainsi une première fixation à sec entre ladite première poutre (414) et/ou ladite deuxième poutre (416) et le pilier (412).
EP14707229.2A 2013-01-29 2014-01-29 Système de construction pour l'industrie du bâtiment Active EP2951364B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
IT000022A ITVR20130022A1 (it) 2013-01-29 2013-01-29 Sistema di costruzione nel settore edile
ITVR20130032 ITVR20130032U1 (it) 2013-07-11 2013-07-11 Sistema di costruzione perfezionato per il settore edile
PCT/IB2014/058637 WO2014118713A1 (fr) 2013-01-29 2014-01-29 Système de construction pour industrie de la construction

Publications (2)

Publication Number Publication Date
EP2951364A1 EP2951364A1 (fr) 2015-12-09
EP2951364B1 true EP2951364B1 (fr) 2018-03-14

Family

ID=50189740

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14707229.2A Active EP2951364B1 (fr) 2013-01-29 2014-01-29 Système de construction pour l'industrie du bâtiment

Country Status (2)

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EP (1) EP2951364B1 (fr)
WO (1) WO2014118713A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177217A (zh) * 2020-09-09 2021-01-05 山东汇富建设集团建筑工业有限公司 一种预应力混凝土桁架叠合板及其制作方法

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10024047B2 (en) 2015-08-17 2018-07-17 Tindall Corporation Method and apparatus for constructing a concrete structure
US10619342B2 (en) 2017-02-15 2020-04-14 Tindall Corporation Methods and apparatuses for constructing a concrete structure
CN107165272B (zh) * 2017-06-22 2024-01-30 中国建筑股份有限公司 预应力装配式混凝土框架节点连接结构及其施工方法
JP7012525B2 (ja) * 2017-12-19 2022-01-28 清水建設株式会社 梁構造
IT201800021541A1 (it) * 2018-12-31 2019-03-31 Bressaglia Pierangela Mezzo di ancoraggio perfezionato per un sistema di ancoraggio regolabile di pareti prefabbricate alla struttura portante di un edificio
JP7227801B2 (ja) * 2019-03-14 2023-02-22 三井住友建設株式会社 鉄筋継手構造とこれを用いた建物、及び鉄筋継手構造の施工方法
CN110029729B (zh) * 2019-04-04 2021-03-12 山东大学 一种预制钢筋混凝土主梁与次梁的拼接节点及施工方法
CN110644662A (zh) * 2019-09-16 2020-01-03 佛山建装建筑科技有限公司 一种基于受力的预制无梁楼盖叠合板及其拆分方法
CN110725399A (zh) * 2019-10-15 2020-01-24 广州瀚阳工程咨询有限公司 一种装配式建筑纵横梁连接节点的实施方法
US11951652B2 (en) 2020-01-21 2024-04-09 Tindall Corporation Grout vacuum systems and methods
ES1275081Y (es) * 2021-04-22 2021-10-22 Elastic Potential S L Viga de hormigon y sistema que comprende a dicha viga

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Publication number Priority date Publication date Assignee Title
JPS4736621A (fr) * 1971-04-15 1972-11-29 Misawa Homes Co
FR2229825A1 (en) * 1973-05-14 1974-12-13 Saret Reinforced concrete uprights and girders - have metal attachments on recessed plates moulded into the concrete
NO321443B1 (no) * 2004-06-30 2006-05-08 Sb Produksjon As Sammenforingssystem, enkeltelementer og fremgangsmate for bruk av dette
US8011147B2 (en) * 2006-09-11 2011-09-06 Hanlon John W Building system using modular precast concrete components
IT1391215B1 (it) * 2008-09-30 2011-11-18 Avanzini Prefabbricati S P A Dispositivo di collegamento tra pilastri e travi prefabbricate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177217A (zh) * 2020-09-09 2021-01-05 山东汇富建设集团建筑工业有限公司 一种预应力混凝土桁架叠合板及其制作方法

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EP2951364A1 (fr) 2015-12-09
WO2014118713A1 (fr) 2014-08-07

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