EP2365145B1 - Modulares Gebäude in Fertigteilbauweise - Google Patents

Modulares Gebäude in Fertigteilbauweise Download PDF

Info

Publication number
EP2365145B1
EP2365145B1 EP20110156718 EP11156718A EP2365145B1 EP 2365145 B1 EP2365145 B1 EP 2365145B1 EP 20110156718 EP20110156718 EP 20110156718 EP 11156718 A EP11156718 A EP 11156718A EP 2365145 B1 EP2365145 B1 EP 2365145B1
Authority
EP
European Patent Office
Prior art keywords
shaped
additional
panel
horizontal
floor
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
EP20110156718
Other languages
English (en)
French (fr)
Other versions
EP2365145A1 (de
Inventor
Alviero Mariotti
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.)
Mariotti Prefabbricati SNC Di Mariotti Alviero & C
Original Assignee
Mariotti Prefabbricati SNC Di Mariotti Alviero & C
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
Application filed by Mariotti Prefabbricati SNC Di Mariotti Alviero & C filed Critical Mariotti Prefabbricati SNC Di Mariotti Alviero & C
Publication of EP2365145A1 publication Critical patent/EP2365145A1/de
Application granted granted Critical
Publication of EP2365145B1 publication Critical patent/EP2365145B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • 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
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • 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
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels

Definitions

  • the present invention relates to a modular building construction.
  • US2003/079428 discloses a construction system of buildings, comprising a plurality of rigid connectors adapted to form a self-bearing skeleton. Each connector is provided with interconnection means and fixing means of panels.
  • US2004/261349 discloses a framework structure for buildings, wherein a surface element is connected to a lower framework element, to vertical elements and to an upper element in such a way to form a panel of the lateral wall.
  • the problem to be solved by the present invention is to simplify and accelerate construction of a building designed for any type of use, that is to say housing, industrial, commercial and artisanal use.
  • logic of the present invention is prefabrication, it must be noted that such logic is implemented by means of totally innovative modular components.
  • the peculiar inventive solution is to construct a building that combines steel and wooden components, which are prefabricated and easy and quick to assemble.
  • the vertical structures of such an innovative building are obtained from a skeleton of steel piles, it being provided that the vertical spaces comprised between each consecutive pair of said piles are covered by means of special self-supporting panels (preferably of composite structure), stacked edgeways one on top of the other and ultimately designed to originate the walls of the building of the invention in correspondence of the various floors of said building.
  • special self-supporting panels preferably of composite structure
  • said panels have both a structural function and a bracing function (as hereinafter illustrated in detail) that are certainly useful to guarantee the stability and sturdiness of the entire building.
  • the same panels are also used to realize the horizontal roofing structures of the building of the invention, in cooperation with steel beams and wooden beams.
  • the first modular element comprised in the apparatus of the invention consists in a H-shaped steel pile (1) that protrudes vertically from a ground stabilization plate (1a), commonly defined as “anchoring plate", which is provided with circular through holes (1 b).
  • a ground stabilization plate (1a) commonly defined as “anchoring plate”
  • TCA reinforced concrete foundation beam
  • TV metal reinforcement rods with vertical axis
  • the pile (1) is fixed to the foundation beam (CA) by screwing fixing nuts (D) to said threaded ends of the metal rods (T), until said fixing nuts (D) touch the upper side of the plate (1 a).
  • the realization of the building of the invention provides for laying a perimeter series of said steel piles (1), thus forming the bearing skeleton of the vertical structures of the building.
  • each of said base beams (2) is fixed to the ground, above a traditional reinforced concrete slab (SCA) that is the base of the building to be constructed, in intermediate position between each consecutive pair of said vertical piles (1).
  • SCA reinforced concrete slab
  • a third element of the apparatus of the invention consisting in a special self-supporting panel (3) adapted to be mounted in edgeways position in the vertical space formed on the two sides by a consecutive pair of said piles (1) under said base beam (2) in intermediate position between the latter. More precisely, said insertion must be carried out from up down, in such a way that the vertical borders of the panel (3) are inserted into the vertical grooves of the two corresponding H-shaped piles (1).
  • the panel (3) makes a controlled downward sliding inside a pair of vertical grooves, and, at the end of such a sliding movement, the lower horizontal border is exactly engaged inside a longitudinal upward concavity of the U-shaped base beam (2).
  • each of said panels (3) is able to laterally cover the ground floor of the building for the section comprised between the two piles (1) used to support it.
  • the panel (3) has a composite structure obtained with wood and polystyrene or other similar materials with insulation properties.
  • it is formed of a regularly spaced series of wooden blocks (3a) with basically square section, alternated with a series of synthesized polystyrene blocks (3b); it being provided that the lateral borders of such a panel (3) are finished with the application of additional wooden strips (3c) adapted to be engaged and slide inside said vertical grooves of the H-shaped piles (1).
  • each of said panels (3) is laterally covered, on both sides, by means of OSB plates (3d).
  • said panels (3) have an especially advantageous double function in the building to be constructed.
  • they have a static structural function, which is guaranteed by the bearing capacity of said wooden blocks (3a) embedded inside them, in association with a bracing structural function, which is in turn guaranteed by the resistant capacity of said opposite lateral OSB plates (3d).
  • each of said panels (3) is fixed inside said vertical space comprised between two adjacent piles (1).
  • Each specimen of said reinforcement beam (4) is provided with H-shaped section, with lower longitudinal concavity exactly engaged, from up down, to embrace the upper horizontal border of a corresponding panel (3).
  • the beam (4) is then fixed to the two piles (1) that define the space where the panel (3) is inserted.
  • the mutual stable anchoring between the two ends of a similar reinforcement beam (4) and the two adjacent piles (1) is advantageously obtained by means of traditional connection squares, suitably provided with holes for fixing bolts (not shown in the attached figures).
  • one or more perforated brackets (4a) protrude in edgeways position from the inside of each reinforcement beam (4), adapted to be used, with the cooperation of corresponding series of bolts, to fix one or more specimens of a wooden beam (5) that is the fifth element of the apparatus of the invention and is adapted to form the bearing truss of the floor (S).
  • an additional specimen of the panel (3) is inserted inside the vertical grooves of each pair of H-shaped piles (1), sliding downwards until its lower horizontal border is engaged inside the upper longitudinal concavity of the H-shaped reinforcement beam (4) mounted on top of a similar panel (3) laid on the lower floor.
  • said second series of panels (3) is provided with a corresponding series of reinforcement beams (4), not only to lay said wooden beams (5) for the realization of the corresponding floor, but also to lay an additional vertical series of similar panels (3).
  • Each beam (6) has a basically overturned U-shaped cross-section and is adapted to be exactly inserted from up down on the upper horizontal border of the corresponding wooden panel (3), before being fixed, possibly by means of traditional connection squares, between the two pillars (1) between which the panel (3) is situated.
  • the apparatus of the invention comprises a seventh element consisting in an additional H-shaped steel beam (7) used during the realization of the sloped roof of the building of the invention.
  • each sloping of such a roof (T) uses two specimens of said steel beam (7) in correspondence of the lateral borders; it being provided, in particular, that each of said beams rests in inclined position on a row of said piles (1) suitably provided with a progressively increasing height towards the top of the roof.
  • the function of the two steel beams (7) is to support from opposite sides the ends of a transversal series of wooden beams (5), adapted to form the truss of the sloped side of the roof (T).
  • Each of said beams (7) internally supports a corresponding series of perforated brackets (7a) in edgeways position used to fix the ends of said wooden beams (5) with the cooperation of a suitable series of connection screws.
  • each side of the sloped roof is provided with a suitable number of specimens of said panel with composite structure (3) adapted in such a case to be laid in basically "lying-down" position in view of the support provided by said wooden beams (5).
  • each of said steel beams (7) of the roof (T) is externally provided with an additional series of perforated brackets (7b) used to fix, by means of a corresponding series of bolts, conventional stumps of laminated wood (M) that protrude at the base of the roof on the outside of the building of the invention.
  • completion and finishing works are carried out according to traditional modes.
  • Said works refer to realization of floors (S), internal and external roof lining, laying of plastered plasterboard panels (IN) in correspondence of the internal side of the panels (3) forming the vertical walls of the building, as well as laying of external plastered coating (CE) to guarantee thermal and acoustic insulation of said vertical walls.
  • Fig. 7 illustrates a specific solution provided for realization of said wooden panel (3).
  • Two symmetrically opposite steps (3e, 3f) are obtained in external position on said panel (3) in correspondence of its horizontal borders.
  • steps (3e, 3f) The function of said steps (3e, 3f) is to receive the external longitudinal edge of the steel beams (2, 4, 6) respectively adapted to be coupled with the lower longitudinal border and the upper longitudinal border of the panel (3). More precisely, the step (3e) provided on top of the panel (3) is adapted to receive the downward edge of a reinforcement beam (4) or crown beam (6), whereas the step (3f) provided at the base of the panel (3) is adapted to receive the upward edge of a base beam (2).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (4)

  1. Modulgebäude, wobei:
    • jede vertikale Wand des Erdgeschosses aus einer selbsttragenden, unteren Wand (3) besteht, die dazu geeignet ist, durch eine Strahlträgerkonstruktion in funktionsfähiger Position gehalten zu werden, die aus einem Paar H-förmiger, im Boden verankerter, vertikaler Bohlen (1), aus einem horizontalen, U-förmigen Basisträger (2) und einem darüber liegenden, H-förmigen, horizontalen Verstärkungsträger (4) besteht, die beide zwischen den H-förmigen Bohlen (1) befestigt sind; wobei die seitlichen Ränder der unteren Platte (3) in die vertikalen Rillen der angrenzenden, H-förmigen Bohlen (1) eingreifen, wobei der untere, horizontale Rand der unteren Platte (3) in die Wölbung des darunter liegenden, U-förmigen Basisträgers (2) eingrieft und der obere horizontale Rand in die nach unten gerichtete Wölbung des darüber liegenden Verstärkungsträgers (4) eingreift,
    • die Trägerdecke (S) des Erdgeschosses mit einer Trägerstruktur versehen ist, die aus mehreren Holzbalken (5) besteht, die so verlegt werden, dass jedes Ende gegen die innere Seitenwand des horizontalen Verstärkungsträgers (4) in der Nähe eines entsprechenden Lochbügels (4a) stößt, der seitlich aus dem horizontalen
    • erstärkungsträger (4) auskragt, um mittels einer Reihe von entsprechenden Bolzen dauerhaft befestigt zu werden,
    • jede vertikale Wand der Geschosse, die eine oberhalb des Erdgeschosses liegende Ebene beanspruchen, aber nicht unmittelbar unterhalb des Daches (T) liegen, aus einer weiteren, selbsttragenden Platte (3) besteht, die dazu geeignet ist, durch eine Strahlträgerkonstruktion in funktionsfähiger Position gehalten zu werden, die aus dem selben Paar H-förmiger Bohlen (1) besteht, die die entsprechende untere Platte (3) des unteren Geschosses, den unteren, H-förmigen horizontalen Verstärkungsträger (4), der mit dem oberen horizontalen Rand der entsprechenden unteren Platte (3) des unteren Geschosses verbunden ist, und einem zusätzlichen, H-förmigen, horizontalen Verstärkungsträger (4) besteht, wobei die seitlichen Ränder der zusätzlichen Platte (3) in die vertikalen Rillen der H-förmigen Bohlen (1) eingreifen, der untere, horizontale Rand der zusätzlichen Platte (3) in die nach oben gerichtete Wölbung des darunter liegenden H-förmigen, horizontalen Verstärkungsträgers (4) und der obere horizontale Rand der zusätzlichen Platte (3) in die nach unten gerichtete Wölbung des zusätzlichen, darüber liegenden Verstärkungsträgers (4) eingreift;
    • die Trägerdecke (S) eines jeden Geschosses, das eine oberhalb des Erdgeschosses liegende Ebene beansprucht, aber nicht unmittelbar unterhalb des Daches (T) liegt, mit einer Trägerstruktur versehen ist, die aus mehreren Exemplaren eines Holzbalkens (5) besteht, die so verlegt werden, dass jedes Ende gegen die innere Seitenwand des zusätzlichen horizontalen Verstärkungsträgers (4) in der Nähe eines entsprechenden Lochbügels (4a) stößt, der seitlich aus diesem auskragt, um mittels einer Reihe von entsprechenden Bolzen dauerhaft befestigt zu werden;
    • jede vertikale Wand des Dachgeschosses aus einer weiteren, selbsttragenden Platte (3) besteht, die dazu geeignet ist, durch eine Strahlträgerkonstruktion in funktionsfähiger Position gehalten zu werden, die aus dem selben Paar, die entsprechende untere Platte (3) des darunter liegenden Geschosses tragender, H-förmiger Bohlen (1), aus dem zusätzlichen, darunter liegenden, bereits mit dem oberen, horizontalen Rand der entsprechenden zusätzlichen unteren Platte (3) des unteren Geschosses verbundenen, H-förmigen, horizontalen Verstärkungsträger (4) und aus einem darüber liegenden, horizontalen U-förmigen Kranzbalken (6) besteht; wobei die seitlichen Ränder der zusätzlichen Platte (3) in die vertikalen Rillen der angrenzenden H-förmigen Bohlen (1) eingreifen, wobei der untere, horizontale Rand der zusätzlichen Platte (3) in die nach oben gerichtete Wölbung des darunter liegenden, zusätzlichen, H-förmigen, horizontalen Verstärkungsträgers (4) eingreift und der obere horizontale Rand der zusätzlichen Platte (3) in die Wölbung des darüber liegenden horizontalen Kranzbalkens (6) eingreift;
    • jede Schräge des Daches (T) mit einem Paar zusätzlicher, gegenüberliegender, schräger, H-förmiger Strahlträger (7) versehen ist, die jeweils in schräger Lage auf der Spitze einer Reihe der H-förmigen Bohlen (1) aufliegen, die eine entsprechende, zur Spitze des Daches (T) hin zunehmende Höhe aufweisen; wobei auf einer Zwischenposition zwischen den schrägen, H-förmigen Trägern (7) weitere Exemplare der Holzbalken (5) vorgesehen sind, die jeweils so angeordnet sind, dass jedes Ende gegen die innere Seitenwand des jeweiligen schrägen Trägers (7) in der Nähe eines entsprechenden Lochbügels (7a) stößt, der seitlich aus diesem auskragt, um mittels einer Reihe von entsprechenden Bolzen dauerhaft befestigt zu werden;
    • jede Schräge des Daches (T) in ihrer Struktur in Zusammenwirkung mit den schrägen, H-förmigen Trägern (7) und den Holzbalken (5) eine Reihe von oberen Platten (3) enthält, die in im Wesentlichen liegender Stellung angeordnet sind.
  2. Modulgebäude nach Anspruch 1, dadurch gekennzeichnet, dass für jede Platte (3), die als vertikale Wand fungiert, eine aus verputzten Gipskartonplatten (IN) hergestellte Innenverkleidung sowie eine aus Isolierverputz (CE) bestehende Außenverkleidung vorgesehen ist.
  3. Modulgebäude nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass es mit Stahlbetonfundamentbalken (TCA) versehen ist, in denen vertikalachsige Metallstäbe (TV) eingebettet sind, die so angeordnet sind, dass ihr oberes Gewindeende so aus der Zementstruktur herausragt, dass sie von unten nach oben durch die durchgehenden Löcher (1 b) geführt werden, die in den Stabilisierungsplatten (1 a) der darüber liegenden, H-förmigen Bohlen (1) ausgeführt sind, und von entsprechenden Befestigungsmuttern (D) in Eingriff genommen werden.
  4. Modulgebäude nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass außerhalb eines jeden Exemplars des H-förmigen, schrägen Trägers (7) eine weitere Reihe von seitlich angeordneten Lochbügeln (7b) vorgesehen ist, die dazu bestimmt sind, entsprechende, horizontal zur Dachbasis angeordnete Schichtholzstümpfe (M) mittels einer Reihe von Bolzen zu befestigen.
EP20110156718 2010-03-05 2011-03-03 Modulares Gebäude in Fertigteilbauweise Not-in-force EP2365145B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITAN2010A000029A IT1398220B1 (it) 2010-03-05 2010-03-05 Attrezzatura modulare per la realizzazione di un edificio ed edificio realizzato per il tramite dell'anzidetta attrezzatura.

Publications (2)

Publication Number Publication Date
EP2365145A1 EP2365145A1 (de) 2011-09-14
EP2365145B1 true EP2365145B1 (de) 2013-05-08

Family

ID=43034321

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20110156718 Not-in-force EP2365145B1 (de) 2010-03-05 2011-03-03 Modulares Gebäude in Fertigteilbauweise

Country Status (2)

Country Link
EP (1) EP2365145B1 (de)
IT (1) IT1398220B1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339291A (zh) * 2018-10-10 2019-02-15 河北水利电力学院 用于h型钢梁柱装配式建筑的墙-柱、墙-梁连接体系
CN109680829A (zh) * 2018-12-12 2019-04-26 唐山学院 钢梁、钢柱和填充墙一体化构件的制作安装方法

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2877750A1 (en) 2012-06-26 2014-01-03 The Trustee For House Of Parts Trust, Trading As House Of Parts Pty Ltd Building system
ES2450642B1 (es) * 2012-09-24 2015-01-08 Domingo GARCÍA COTES Sistema de construcción industrializado de edificaciones
JP2015182354A (ja) * 2014-03-25 2015-10-22 隆重 篠原 建築用重ね合わせパネル、建築物の構造体及び建築用重ね合わせパネルの製造方法
JP6609133B2 (ja) * 2015-07-17 2019-11-20 株式会社淺沼組 鉄骨造建物における間柱の柱脚設置構造
ITUB20153496A1 (it) * 2015-09-09 2017-03-09 Univ Degli Studi G Dannunzio Chieti Pescara Sistema costruttivo ad ossatura portante in calcestruzzo armato o in acciaio integrato con pannelli di tamponatura in legno.
CN106836508A (zh) * 2017-01-12 2017-06-13 江苏工程职业技术学院 一种预制装配式板墙工字钢螺栓节点施工工艺
CN106917520A (zh) * 2017-04-25 2017-07-04 覃毅 一种装配式别墅
CN107989232A (zh) * 2018-01-12 2018-05-04 重庆凌锋投资管理有限公司 一种预制组合装配式钢板剪力墙
IT202000007471A1 (it) * 2020-04-08 2021-10-08 Plushaus S R L Modulo da costruzione per la costruzione di edifici prefabbricati con isolamento termico e relativo edificio.
CN112523354B (zh) * 2020-12-29 2022-04-12 安徽金和鑫钢结构有限公司 一种钢结构房屋拼装连接部件
CN114215223A (zh) * 2021-12-07 2022-03-22 广州大学 一种带边框的外内压型钢板约束再生砼剪力墙构件

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2111160A (en) * 1981-11-27 1983-06-29 Forward Installation Company Bracket and framework
CA2360394A1 (en) * 2001-10-29 2003-04-29 Rivers Panel Technology Inc. Structural building system
CN1585849A (zh) * 2001-11-13 2005-02-23 新日本制铁株式会社 低层建筑物的构架结构

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339291A (zh) * 2018-10-10 2019-02-15 河北水利电力学院 用于h型钢梁柱装配式建筑的墙-柱、墙-梁连接体系
CN109680829A (zh) * 2018-12-12 2019-04-26 唐山学院 钢梁、钢柱和填充墙一体化构件的制作安装方法

Also Published As

Publication number Publication date
ITAN20100029A1 (it) 2011-09-06
IT1398220B1 (it) 2013-02-22
EP2365145A1 (de) 2011-09-14

Similar Documents

Publication Publication Date Title
EP2365145A1 (de) Modulares Gebäude in Fertigteilbauweise
EP2417308B1 (de) Gebäude und verfahren zum bau eines gebäudes
US9175466B2 (en) Tension reinforcement for concrete
WO2012021055A2 (en) Building assembly system
WO2011127522A1 (en) A method of forming a structural element and a method of building a structure
US1793188A (en) Building construction
CN101981264A (zh) 构建房屋的方法
EA014814B1 (ru) Наружная стена многоэтажного каркасного здания
US20080289286A1 (en) Method of constructing foundation substructure and a building
RU2385998C1 (ru) Стена
KR20190030885A (ko) 한옥과 목조 주택을 조합한 견본주택(모델하우스) 시공 방법
KR101385554B1 (ko) 하프 슬라브를 이용한 조립식 건축구조물
JP5755851B2 (ja) 壁の改修構造
US20190177975A1 (en) Structural element
RU2663857C1 (ru) Комплект строительных профилей для сооружения каркасной конструкции здания или сооружения и каркасная конструкция здания или сооружения с использованием комплекта строительных профилей
WO2011042848A1 (en) Elements for construction
DK2639372T3 (en) Wall structure and method of making a wall structure
JP2016205073A (ja) 鉄骨建物の外周部の基礎およびその施工方法
RU2828715C1 (ru) Угловое соединение каркасов стеновых панелей (варианты)
US8511017B2 (en) Interlocking building system
JP5926840B2 (ja) 壁の改修方法
RU2572107C1 (ru) Конструктивные решения (конструкция) малоэтажного дома из деревянных каркасных элементов с щитовой обшивкой и утеплителем
EP4505019A1 (de) Verfahren zum errichten eines gebäudes und vorgefertigtes wandelement
CN87103631A (zh) 复合建筑物的建筑施工法
JP2014015741A (ja) ユニット建物

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20120313

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/24 20060101AFI20120913BHEP

Ipc: E04B 2/58 20060101ALI20120913BHEP

Ipc: E04B 1/58 20060101ALI20120913BHEP

Ipc: E04B 1/343 20060101ALI20120913BHEP

Ipc: E04B 2/56 20060101ALI20120913BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 611183

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130515

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602011001576

Country of ref document: DE

Effective date: 20130704

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 611183

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130508

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130819

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130808

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130809

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130908

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130909

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130808

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20140211

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602011001576

Country of ref document: DE

Effective date: 20140211

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20140328

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140303

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140303

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140331

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140331

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602011001576

Country of ref document: DE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20150303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151001

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20110303

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130508

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230323

Year of fee payment: 13

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20240331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20240331