AR085418A1 - WALL MODULE FOR THE CONSTRUCTION OF A BUILDING AS WELL AS AN ANNEX BUILDING - Google Patents
WALL MODULE FOR THE CONSTRUCTION OF A BUILDING AS WELL AS AN ANNEX BUILDINGInfo
- Publication number
- AR085418A1 AR085418A1 ARP120100866A ARP120100866A AR085418A1 AR 085418 A1 AR085418 A1 AR 085418A1 AR P120100866 A ARP120100866 A AR P120100866A AR P120100866 A ARP120100866 A AR P120100866A AR 085418 A1 AR085418 A1 AR 085418A1
- Authority
- AR
- Argentina
- Prior art keywords
- building
- wall
- reinforcement
- wall module
- construction
- Prior art date
Links
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
- E04B1/02—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
- 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
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
- E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Un módulo de pared (2) conformado como elemento de hormigón prefabricado para la construcción de un edificio, que se puede ensamblar y unir de manera sencilla con otros módulos de pared (2) del mismo tipo para realizar una obra, especialmente un edificio o complejo de edificios, no tiene que estar diseñado sólo para soportar cargas operativas usuales, sino también para soportar cargas extremas improbables -de forma individual o en combinación-, por ejemplo, inundaciones, terremotos, lluvia continua, carga por hielo, carga por vientos, tornados, temperaturas ambientales extremas, hasta el impacto de proyectiles o caída de aviones. Para tal fin, el módulo de pared (2) presenta una superficie de base regular y varios cuerpos de pared (8) con bordes, con una multiplicidad de barras de armadura (10), que forman en su totalidad un retículo de armadura regular, que se extienden preferentemente en forma paralela a los bordes, las que están coladas en los cuerpos de pared (8), en donde las barras de armadura (10) atraviesan los cuerpos de pared (8) en cada caso substancialmente de borde a borde y están provistas en sus extremos de elementos de unión (6), los que están configurados para realizar una unión con elementos de unión (6) complementarios de un elemento de pared (2) directamente adyacente, y en donde el elemento de unión (6) correspondiente está unido de tal modo, con juego, con la barra de armadura (10) correspondiente, que se puede desplazar en un plano perpendicular a la dirección longitudinal de la barra de armadura (10) de todos lados en por lo menos 2 milímetros con respecto a una posición central prevista.A wall module (2) formed as a prefabricated concrete element for the construction of a building, which can be assembled and joined in a simple way with other wall modules (2) of the same type to perform a work, especially a building or complex of buildings, it does not have to be designed only to withstand usual operational loads, but also to withstand unlikely extreme loads - individually or in combination - for example, floods, earthquakes, continuous rain, ice loading, wind loading, tornadoes , extreme environmental temperatures, up to the impact of projectiles or aircraft falling. For this purpose, the wall module (2) has a regular base surface and several wall bodies (8) with edges, with a multiplicity of reinforcement bars (10), which in their entirety form a regular reinforcement grid, which preferably extend parallel to the edges, which are cast in the wall bodies (8), where the reinforcement bars (10) cross the wall bodies (8) in each case substantially from edge to edge and they are provided at their ends with connecting elements (6), which are configured to make a connection with complementary joining elements (6) of a directly adjacent wall element (2), and where the joining element (6) correspondingly it is connected in such a way, with play, with the corresponding reinforcement bar (10), which can be moved in a plane perpendicular to the longitudinal direction of the reinforcement bar (10) from all sides by at least 2 millimeters with regarding a cen position planned work.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102011014179A DE102011014179A1 (en) | 2011-03-16 | 2011-03-16 | Concrete prefabricated wall module for building e.g. nuclear power station, has connecting element that is connected with reinforcing rod with plane sides whose length is provided at specific value with respect to central position |
DE102012001167 | 2012-01-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
AR085418A1 true AR085418A1 (en) | 2013-10-02 |
Family
ID=45852505
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ARP120100866A AR085418A1 (en) | 2011-03-16 | 2012-03-16 | WALL MODULE FOR THE CONSTRUCTION OF A BUILDING AS WELL AS AN ANNEX BUILDING |
Country Status (11)
Country | Link |
---|---|
US (1) | US20140013699A1 (en) |
EP (1) | EP2686497B1 (en) |
JP (1) | JP5985519B2 (en) |
KR (1) | KR102043979B1 (en) |
CN (1) | CN103459732B (en) |
AR (1) | AR085418A1 (en) |
HU (1) | HUE025855T2 (en) |
PL (1) | PL2686497T3 (en) |
RU (1) | RU2615538C2 (en) |
TW (1) | TWI551754B (en) |
WO (1) | WO2012123067A1 (en) |
Families Citing this family (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012219209A1 (en) | 2012-10-22 | 2014-04-24 | Areva Gmbh | Wall element for prefabricated buildings |
CN103334535B (en) * | 2013-07-09 | 2015-08-19 | 普帝龙绿色建筑研发(重庆)有限公司 | High load-bearing ready-packaged building block and manufacture method thereof and building construction process |
US9984251B2 (en) | 2014-05-12 | 2018-05-29 | Wells Fargo Bank, N.A. | Profile management |
DE102015200105A1 (en) * | 2014-08-18 | 2016-02-18 | Drössler GmbH Umwelttechnik | Concrete construction in modular design |
JP5791777B1 (en) * | 2014-11-06 | 2015-10-07 | 鹿島建設株式会社 | Joining structure and joining method |
DE102015224118A1 (en) * | 2015-12-02 | 2017-06-08 | B.T. Innovation Gmbh | Turnbuckle with adapter for connecting precast concrete elements |
DE102016106526A1 (en) * | 2016-04-08 | 2017-10-12 | Wobben Properties Gmbh | Connecting body and method for connecting partial ring segments |
WO2017187451A1 (en) * | 2016-04-28 | 2017-11-02 | Precast India Infrastructures Pvt. Ltd. | System for wall to wall connection for precast shear walls and method thereof |
DE102016216771A1 (en) | 2016-09-05 | 2018-03-08 | Max Aicher Gmbh & Co. Kg | Multi-layer wall for a building |
CN106555447B (en) * | 2016-09-30 | 2022-02-11 | 中国建筑股份有限公司 | T-shaped flexible joint coupled wall with embedded joint beam sections and construction method thereof |
GB2562741A (en) * | 2017-05-23 | 2018-11-28 | Rolls Royce Power Eng Plc | Protective superstructure for a nuclear power plant |
DE102018220289B4 (en) | 2018-02-15 | 2022-01-13 | Max Aicher Gmbh & Co. Kg | Multi-layer wall for absorbing dynamic stress in a structure |
CN108343176B (en) * | 2018-04-27 | 2023-07-04 | 中铁建工集团有限公司 | Prefabricated assembled hybrid shear wall structure |
WO2019221665A1 (en) * | 2018-05-17 | 2019-11-21 | Kcl Consultants Pte Ltd | Ppvc connector |
CN110700420B (en) * | 2018-07-10 | 2024-10-29 | 周兆弟 | Prefabricated wall body and assembly structure of assembled building and construction method of prefabricated wall body and assembly structure |
KR102110559B1 (en) * | 2018-11-23 | 2020-06-08 | 한국건설기술연구원 | Wall structure for reinforcing joint capability and construction method therefor |
CN109763586B (en) * | 2019-01-18 | 2024-05-14 | 湖南远大建工股份有限公司 | Prefabricated wallboard connecting node and construction method thereof |
CN109930716B (en) * | 2019-03-30 | 2021-01-12 | 山东汇源杭萧钢构有限公司 | Assembly type building cross plug-in structure and manufacturing method thereof |
CN109944338A (en) * | 2019-04-24 | 2019-06-28 | 四川长能装配式建筑科技有限公司 | A kind of convenient installation composite structure plate body of assembled |
CN110106970B (en) * | 2019-05-31 | 2024-08-02 | 西安建工绿色建筑集团有限公司 | Assembled standard layer module and standard layer construction method combining dry and wet processes |
CN110872868B (en) * | 2019-11-08 | 2021-07-02 | 浙江中清大建筑产业化有限公司 | Enhanced anchor-pulling type plate column node connecting device |
CN112031232A (en) * | 2020-09-30 | 2020-12-04 | 江苏建筑职业技术学院 | Connecting piece of assembled floor slab and using method |
EP4271894A1 (en) | 2020-12-31 | 2023-11-08 | MiTek Holdings, Inc. | Rapid assembly construction modules and methods for use |
CN113338478B (en) * | 2021-06-23 | 2022-11-01 | 重庆大学 | A assembled building wallboard for build fast |
CN113431223B (en) * | 2021-07-01 | 2022-09-30 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
CN113431222B (en) * | 2021-07-01 | 2022-10-04 | 重庆大学 | Assembled steel bar clamping groove type composite shear wall and splicing method thereof |
GB2609477B (en) * | 2021-08-04 | 2024-01-03 | Laing Orourke Plc | Joints for reinforcing elements in precast concrete constructions |
CN117988494B (en) * | 2024-04-03 | 2024-06-07 | 西南石油大学 | Floor slab structure convenient to splice rapidly and splicing method |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
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US2920475A (en) * | 1947-10-18 | 1960-01-12 | Graham Phillip | Building panel |
US2920485A (en) * | 1955-01-11 | 1960-01-12 | Servo Corp Of America | Pyrometer |
DE1272509B (en) * | 1965-03-25 | 1968-07-11 | Erhard Karbus Dipl Ing | Butt joint for plate-shaped prefabricated parts made of reinforced concrete |
FR2161843A2 (en) * | 1971-12-03 | 1973-07-13 | Rech Etudes Tech | Assembling prefabricated building panels - using inset metal ties and external (plaster or acrylic) sealants |
DE2216302A1 (en) * | 1972-04-05 | 1973-10-18 | Zueblin Ag | FASTENING ELEMENT FOR REINFORCEMENT BARS OF PRECAST CONCRETE ELEMENTS |
JPS50118710U (en) * | 1974-03-12 | 1975-09-27 | ||
DE2732183C3 (en) * | 1977-07-15 | 1981-06-04 | Doblin, Robert, Dipl.-Ing., 4000 Düsseldorf | Connection of two reinforced concrete parts facing each other with their end faces |
JPS5927096U (en) * | 1982-08-05 | 1984-02-20 | 株式会社東芝 | drum dryer |
JPS5927096A (en) * | 1982-08-07 | 1984-02-13 | 都築 純一 | Concrete segment |
US4781006A (en) * | 1986-11-10 | 1988-11-01 | Haynes Harvey H | Bolted chord bar connector for concrete construction |
JPH09268887A (en) * | 1996-04-03 | 1997-10-14 | P C Kk | Connecting and fixing device for pre-fabricated concrete member |
JPH11107291A (en) * | 1997-10-01 | 1999-04-20 | Akira Ikeda | Coupling structure of precast concrete foundation block |
JP2000179053A (en) * | 1998-12-18 | 2000-06-27 | Kaieitechno Co Ltd | Connecting metal |
JP2001065069A (en) * | 1999-08-26 | 2001-03-13 | Eiji Maehara | Connecting metal fitting of concrete product |
US7093449B2 (en) * | 2003-07-28 | 2006-08-22 | Raytheon Company | Stirling/pulse tube hybrid cryocooler with gas flow shunt |
US7134805B2 (en) * | 2004-04-01 | 2006-11-14 | Kwik Slab, Llc | Precast concrete slab system and method therefor |
DE102004055727A1 (en) * | 2004-11-18 | 2006-05-24 | Max Bögl Bauunternehmung GmbH & Co. KG | Pre-fabricated reinforced concrete slabs` composite design producing method, involves providing gap between two pre-fabricated slabs, which are adjacent to anchor rods, where gap is pre-stressed by inserting wedge in clamping unit |
EP1896670A1 (en) * | 2005-03-11 | 2008-03-12 | Adjusta Pty Ltd | Concrete reinforcement connectors |
RU72495U1 (en) * | 2007-12-20 | 2008-04-20 | Общество с ограниченной ответственностью "Костомукшская строительная компания" | WALL PANEL |
-
2012
- 2012-02-28 HU HUE12709283A patent/HUE025855T2/en unknown
- 2012-02-28 CN CN201280013652.8A patent/CN103459732B/en not_active Expired - Fee Related
- 2012-02-28 KR KR1020137027181A patent/KR102043979B1/en active IP Right Grant
- 2012-02-28 RU RU2013146018A patent/RU2615538C2/en not_active Application Discontinuation
- 2012-02-28 PL PL12709283T patent/PL2686497T3/en unknown
- 2012-02-28 WO PCT/EP2012/000856 patent/WO2012123067A1/en active Application Filing
- 2012-02-28 EP EP12709283.1A patent/EP2686497B1/en active Active
- 2012-02-28 JP JP2013558316A patent/JP5985519B2/en not_active Expired - Fee Related
- 2012-03-14 TW TW101108606A patent/TWI551754B/en not_active IP Right Cessation
- 2012-03-16 AR ARP120100866A patent/AR085418A1/en active IP Right Grant
-
2013
- 2013-09-16 US US14/027,717 patent/US20140013699A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
CN103459732A (en) | 2013-12-18 |
EP2686497B1 (en) | 2015-09-09 |
EP2686497A1 (en) | 2014-01-22 |
WO2012123067A8 (en) | 2013-10-03 |
WO2012123067A1 (en) | 2012-09-20 |
KR20140018924A (en) | 2014-02-13 |
JP2014511950A (en) | 2014-05-19 |
PL2686497T3 (en) | 2016-02-29 |
KR102043979B1 (en) | 2019-11-12 |
TWI551754B (en) | 2016-10-01 |
RU2013146018A (en) | 2015-04-27 |
JP5985519B2 (en) | 2016-09-06 |
HUE025855T2 (en) | 2016-04-28 |
RU2615538C2 (en) | 2017-04-05 |
TW201243133A (en) | 2012-11-01 |
US20140013699A1 (en) | 2014-01-16 |
CN103459732B (en) | 2016-04-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG | Grant, registration |