WO2006128207A1 - Element de construction, notamment rez-de-chaussee ou cave pour batiment utilitaire ou d'habitation - Google Patents

Element de construction, notamment rez-de-chaussee ou cave pour batiment utilitaire ou d'habitation Download PDF

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Publication number
WO2006128207A1
WO2006128207A1 PCT/AT2006/000223 AT2006000223W WO2006128207A1 WO 2006128207 A1 WO2006128207 A1 WO 2006128207A1 AT 2006000223 W AT2006000223 W AT 2006000223W WO 2006128207 A1 WO2006128207 A1 WO 2006128207A1
Authority
WO
WIPO (PCT)
Prior art keywords
skeleton
ground floor
building
part according
bottom plate
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.)
Ceased
Application number
PCT/AT2006/000223
Other languages
German (de)
English (en)
Inventor
Johann Wolf
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.)
Wolf Modul GmbH
Original Assignee
Wolf Modul GmbH
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 AT9182005A external-priority patent/AT501957B1/de
Priority claimed from AT9212005A external-priority patent/AT502624A1/de
Application filed by Wolf Modul GmbH filed Critical Wolf Modul GmbH
Priority to EP06741022A priority Critical patent/EP1885962A1/fr
Publication of WO2006128207A1 publication Critical patent/WO2006128207A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • 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
    • E04B1/0007—Base structures; Cellars
    • E04B1/0015—Cellars constructed from prefabricated units

Definitions

  • the invention relates to a building part, in particular ground floor or basement for commercial or residential buildings.
  • the invention relates in a first embodiment, a building part, which can be used as a ground floor, for buildings of any kind, especially a commercial or residential, the building part with an upper floor, which is also to be erected in precast construction, and an optionally developed roof can be provided.
  • the invention relates to a cellar which is intended in particular for precast buildings.
  • basement consisting of a concrete floor slab, side walls and a ceiling that may consist of wood or concrete.
  • the side walls are usually also made of concrete, with the reinforcement of the side walls is connected to the reinforcement of the bottom plate, so rr for basements with wooden ceilings just below a clamping and in basements with concrete ceilings also above a clamping.
  • the invention has for its object to provide a building part, especially a ground floor, for buildings of simple construction, which meets the above requirements.
  • This object is achieved according to the invention by a building part, in particular a ground floor or a basement, which has the features of claim 1.
  • ground floor is stable in itself, so represents a stable in itself, it can be designed, for example, as a tub, floating in gravel, soft (sandy) soil, or laid on some other soft ground.
  • ground floor a foundation structural part (ground floor) according to the invention so difficult form that it remains stable even when extraordinary forces, such as wind forces acting on the ground floor and a built on the ground floor structure.
  • the building part (ground floor) according to the invention since it is a stable element in itself, can also be used on unevenly yielding ground. If the surface sinks unevenly, the building can be raised again to "straighten” it where it has lowered when the ground has given way. Even in the opposite case, if the ground should rise unevenly for one reason or another, the structural part can be "straightened” again by being aligned horizontally again.
  • the outline shape of the building part according to the invention (ground floor) is arbitrary; it can be adapted to the shape of the building to be erected on the building part. Thus, rectangular, square outline shapes are possible, wherein beveled corners can be provided.
  • the structural part according to the invention can be produced in one piece from concrete with the appropriate reinforcement, it being possible for an external formwork which may be used, for example, to be designed as permanent formwork.
  • the building part according to the invention (ground floor) has a skeleton which is clad with panels.
  • the plates may be made of any material, such as concrete, in particular fiber concrete, plastic, metal (mainly steel) or a combination of at least two of these materials.
  • the invention in the embodiment as a cellar has the advantages Part that this can be easily and according to a fundamental principle of building prefabricated houses made.
  • a skeleton of essentially arbitrary material preferably of metal or wood, is constructed on a concrete floor slab, which is clad on external sides, in particular on all outer sides, with plates.
  • This construction principle of the cellar according to the invention basically corresponds to a construction principle of prefabricated buildings, so that the cellar according to the invention can also be produced by persons skilled in building prefabricated houses, trained and experienced in this sense.
  • the skeleton of the cellar according to the invention is connected to the bottom plate via angles and bolts.
  • the arranged on the outside of the skeleton connected to the bottom plate of the basement of the invention skeleton plates can consist of any materials used in construction. Plates of metal (steel) and / or according to form-stable plastic and / or concrete and / or fiber concrete are considered in the first place. Also plates made of a combination of materials, eg. As the pairing concrete / plastic, are considered. Foamed plastics, as they are known per se for insulating panels, also come into consideration as plastic.
  • a basement ceiling which consists of any, used in construction, material, and may for example be a ceiling made of wood or wood material or a ceiling made of wood-metal.
  • An advantage of the cellar according to the invention is also to be seen in the fact that the lateral, dense plates need not be separately sealed outside, as is necessary in concrete cellars.
  • Another advantage is the fact that the side plates can be replaced if necessary, without this being a problem for the above the basement built building (prefabricated house).
  • FIG. 1 shows a vertical section through a first embodiment of a ground floor according to the invention
  • FIG. 2 shows a second embodiment of a ground floor according to the invention in vertical section
  • FIG. 3 shows an exemplary embodiment of a floor plan of a ground floor according to the invention.
  • FIG. 4 shows another embodiment of a ground plan of a ground floor according to the invention and Fig. 5 in section and schematically an embodiment of a cellar according to the invention.
  • a ground floor 1 shown in FIG. 1 is an integrally cast element 3, such as an integrally cast tub, of optionally reinforced concrete, whereby a permanent formwork 5 can be used for concreting the tub outside.
  • at least one intermediate wall 10 may be provided and optionally be integral with the bottom and / or the side walls of the tub.
  • the strength of the concrete and its reinforcement are designed and selected so that the bottom of the floor 1 forming tub is stable in itself, so even with unilaterally acting on the ground floor 1 lateral thrust forces 7 or from below unilaterally acting pressure forces 9 withstands.
  • the ground floor 1 according to the invention in the embodiment of Fig. 1 can be laid floating on soft ground. Gravel, soft ground, or otherwise a yielding soft negative pressure may be considered as underground.
  • the ground floor 1 according to the invention can also be used on uneven ground (more forgiving and less flexible area).
  • a ceiling 11 in any type wood, metal, concrete, especially fiber concrete, or combinations of at least two of these materials
  • the ground floor 1 according to the invention which is also stable in itself, that forms a stable element in itself, consists of a skeleton 21, which consists of horizontal bars 23 and vertical uprights 25.
  • the frame-shaped skeleton 21 is covered laterally and below with plates 27.
  • the plates 27 are connected to the skeleton 21, so that a total of a dimensionally stable element 3, which forms the ground floor 1 results.
  • a ceiling 11 of the type described above in connection with FIG. 1 can be arranged.
  • FIG. 3 shows a ground floor 1 for a rectangular building, eg a hall.
  • the corners 13 of the ground floor 1 according to the invention can be bevelled, as is indicated schematically in FIG. 4.
  • the base 15 of the building to be erected on the ground floor 1 does not occupy the entire floor surface of the ground floor 1, but only the part 15 which is highlighted in FIG. 4 by cross-hatching.
  • (ground floor) 1 can directly a roof, possibly a developed roof can be arranged, the nature of the roof (flat roof, pent roof, pitched roof, etc.) is arbitrary.
  • the building part 1 according to the invention primarily forms the ground floor of a building or even a single-storey building (building), is considered in special cases, the building part 1 of the invention partially or completely sink into the ground.
  • An inventive component formed as a cellar 101 has a bottom plate 103 with the dimensions and strength adapted to the building to be erected.
  • the bottom plate 103 if made of concrete, may include a reinforcement (not shown), as is conventional for concrete slabs.
  • a skeleton 105 of beams 107 and uprights 109 is erected, which corresponds to the outline shape of the building and whose strength is adapted to the weight of the expected and to be built on the basement 101 building.
  • the skeleton 105 consists of uprights 109 and beams 107, made of wood, wood-based material, concrete or metal (steel) or a combination of these materials or other common materials in construction technology.
  • the frame 105 (the skeleton) erected on the bottom plate 103 is clad on the outer periphery of the basement 101 with, preferably, (water-) tight plates 111.
  • the plates 111 are optionally interchangeably attached to the skeleton 105.
  • the plates 111 may consist of largely arbitrary, dense materials. In Considered are plates made of metal (steel), plastic (synthetic foam) and / or concrete (fiber concrete).
  • the skeleton 105 may be connected to the bottom plate 103 by bolting.
  • 105 angle 113 are provided at the lower ends of the uprights 109 of the skeleton, the lower, resting on the bottom plate 103 legs are connected with recessed in the bottom plate 103 bolts 115.
  • the uprights 109 of the skeleton 105 of the basement 101 according to the invention are connected to the vertical, resting on the uprights 109 leg of this angle 113 by bolts 117 or similar connecting means.
  • This basement ceiling 119 may be made of any materials, as they are common for ceilings (wood / metal / concrete / plastic), and have the required openings. In addition, a corresponding insulation of the basement ceiling 119 is considered.
  • the basement 101 is constructed according to a system that also corresponds to the system of prefabricated buildings, so that overall, including basement 101 and building, "there is a system".
  • ground floor an embodiment (ground floor) of the invention.
  • a preferably used as a ground floor building part 1, consisting of reinforced concrete, or a skeleton 21 with cladding panels 27, is a stable, possibly one-piece component, which are arranged floating on soft, yielding ground, such as gravel or sand can. Due to the inherently stable design of the ground floor 1 holds this lateral thrust forces 7 and from below acting on him compressive forces 9 even if they act unevenly. Thus, there is the possibility of realigning a building erected on the ground floor 1 again later, when the ground floor 1 has fallen unevenly, or has been raised.
  • a basement 101 which is intended for prefabricated houses, has a bottom plate 103 and a frame-mounted on this Skeleton 105 of uprights 109 and beams 107.
  • the skeleton 105 may be arranged around the edge of the bottom plate 103 is offset inwardly around.
  • plates 111 made of concrete and or art (foam) material are arranged, which stand with their lower ends on the outer edge of the bottom plate 103.
  • a prefabricated house can be built, if necessary after attaching a basement ceiling 119 in between.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Residential Or Office Buildings (AREA)
  • Building Environments (AREA)

Abstract

L'invention concerne un élément de construction (1) servant de rez-de-chaussée et constitué par du béton armé ou une ossature (21) dotée d'un revêtement (27). Cet élément de construction, stable en soi, est éventuellement monobloc et il peut être disposé flottant sur une base souple telle que du gravier ou du sable. De conception stable, ce rez-de-chaussée (1) résiste à des poussées latérales (7) et à des pressions (9) agissant par le bas, même si elles sont irrégulières. Il est ainsi possible de redresser ultérieurement un bâtiment construit sur ce rez-de-chaussée (1) lorsque ce dernier (1) s'est abaissé ou relevé de manière irrégulière.
PCT/AT2006/000223 2005-05-30 2006-05-30 Element de construction, notamment rez-de-chaussee ou cave pour batiment utilitaire ou d'habitation Ceased WO2006128207A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06741022A EP1885962A1 (fr) 2005-05-30 2006-05-30 Element de construction, notamment rez-de-chaussee ou cave pour batiment utilitaire ou d'habitation

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
ATA918/2005 2005-05-30
AT9182005A AT501957B1 (de) 2005-05-30 2005-05-30 Bauwerksteil, insbesondere erdgeschoss, für gebäude
AT9212005A AT502624A1 (de) 2005-05-30 2005-05-30 Keller
ATA921/2005 2005-05-30

Publications (1)

Publication Number Publication Date
WO2006128207A1 true WO2006128207A1 (fr) 2006-12-07

Family

ID=37054563

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AT2006/000223 Ceased WO2006128207A1 (fr) 2005-05-30 2006-05-30 Element de construction, notamment rez-de-chaussee ou cave pour batiment utilitaire ou d'habitation

Country Status (3)

Country Link
EP (1) EP1885962A1 (fr)
RU (1) RU2394966C2 (fr)
WO (1) WO2006128207A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1037887C2 (nl) * 2010-04-13 2011-10-17 Aqua Life Nederland B V Fundatie-element voor het funderen van een bouwwerk, zoals een woning, werkwijze voor het vormen van een fundatie-element, en werkwijze voor het funderen van een bouwwerk.
WO2012103562A1 (fr) 2011-02-03 2012-08-09 Wolf Modul Gmbh Procédé de construction de bâtiments
AT14619U1 (de) * 2015-01-12 2016-02-15 Manfred Lorenz Gebäude

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT4093B (fr) 1900-03-20 1901-05-10 Hell & Comp Fa G
AT4065B (fr) 1900-02-14 1901-05-10 Niels Marius Preus
US2184464A (en) * 1938-09-19 1939-12-26 Myers Med Wall slab
US3263378A (en) * 1960-07-21 1966-08-02 Underground Vault Company Precast subterranean utility vault structures
FR2273128A1 (en) 1974-05-28 1975-12-26 Jossermoz Cie Fse Groupe Extensible prefabricated cellular building structure - with storey of cells containing uprights with attached chord supports
AT335683B (de) 1975-01-13 1977-03-25 Wolf Johann Gmbh Kg Vorrichtung zur verbindung von fertigteilen fur die errichtung von nutz- oder wohnbauten mit dem fundament
BE1010670A5 (fr) * 1996-10-08 1998-11-03 Joel Henri Doolaeghe Procede pour la fabrication d'une cave prefabriquee et la cave meme.
DE19749317A1 (de) * 1997-11-07 1999-05-12 Norbert Schabestiel Separater Lagerkeller für Lebensmittel
DE29922227U1 (de) * 1999-12-18 2000-02-17 Knecht, Rainer, 72555 Metzingen Fertigkeller
DE29821180U1 (de) * 1998-11-26 2000-03-30 HM-Betonfertigteilwerk Hans Mauthe GmbH & Co. KG, 88319 Aitrach Schalungssystem für Gebäude
US20010004818A1 (en) * 1998-03-03 2001-06-28 Vanhaitsma Steve J. Steel basement wall system

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT4065B (fr) 1900-02-14 1901-05-10 Niels Marius Preus
AT4093B (fr) 1900-03-20 1901-05-10 Hell & Comp Fa G
US2184464A (en) * 1938-09-19 1939-12-26 Myers Med Wall slab
US3263378A (en) * 1960-07-21 1966-08-02 Underground Vault Company Precast subterranean utility vault structures
FR2273128A1 (en) 1974-05-28 1975-12-26 Jossermoz Cie Fse Groupe Extensible prefabricated cellular building structure - with storey of cells containing uprights with attached chord supports
AT335683B (de) 1975-01-13 1977-03-25 Wolf Johann Gmbh Kg Vorrichtung zur verbindung von fertigteilen fur die errichtung von nutz- oder wohnbauten mit dem fundament
BE1010670A5 (fr) * 1996-10-08 1998-11-03 Joel Henri Doolaeghe Procede pour la fabrication d'une cave prefabriquee et la cave meme.
DE19749317A1 (de) * 1997-11-07 1999-05-12 Norbert Schabestiel Separater Lagerkeller für Lebensmittel
US20010004818A1 (en) * 1998-03-03 2001-06-28 Vanhaitsma Steve J. Steel basement wall system
DE29821180U1 (de) * 1998-11-26 2000-03-30 HM-Betonfertigteilwerk Hans Mauthe GmbH & Co. KG, 88319 Aitrach Schalungssystem für Gebäude
DE29922227U1 (de) * 1999-12-18 2000-02-17 Knecht, Rainer, 72555 Metzingen Fertigkeller

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1037887C2 (nl) * 2010-04-13 2011-10-17 Aqua Life Nederland B V Fundatie-element voor het funderen van een bouwwerk, zoals een woning, werkwijze voor het vormen van een fundatie-element, en werkwijze voor het funderen van een bouwwerk.
WO2012103562A1 (fr) 2011-02-03 2012-08-09 Wolf Modul Gmbh Procédé de construction de bâtiments
AT14619U1 (de) * 2015-01-12 2016-02-15 Manfred Lorenz Gebäude

Also Published As

Publication number Publication date
RU2394966C2 (ru) 2010-07-20
EP1885962A1 (fr) 2008-02-13
RU2007149060A (ru) 2009-07-20

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