EP0425057B1 - Structure de bâtiment avec fondation - Google Patents

Structure de bâtiment avec fondation Download PDF

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Publication number
EP0425057B1
EP0425057B1 EP90202871A EP90202871A EP0425057B1 EP 0425057 B1 EP0425057 B1 EP 0425057B1 EP 90202871 A EP90202871 A EP 90202871A EP 90202871 A EP90202871 A EP 90202871A EP 0425057 B1 EP0425057 B1 EP 0425057B1
Authority
EP
European Patent Office
Prior art keywords
building structure
foundation
ground
construction
building
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.)
Expired - Lifetime
Application number
EP90202871A
Other languages
German (de)
English (en)
Other versions
EP0425057A1 (fr
Inventor
Guillaume Eugene Hillers
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.)
HILLERS NV
Original Assignee
HILLERS NV
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 HILLERS NV filed Critical HILLERS NV
Priority to AT90202871T priority Critical patent/ATE94241T1/de
Publication of EP0425057A1 publication Critical patent/EP0425057A1/fr
Application granted granted Critical
Publication of EP0425057B1 publication Critical patent/EP0425057B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02D27/04—Flat foundations in water or on quicksand
    • E02D27/06—Floating caisson foundations
    • 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

Definitions

  • the invention relates to a building structure consisting of a foundation set into the ground and a superstructure comprising a bearing, frontage and roof construction built thereon, said foundation being a supporting body of foam material sunk into the ground.
  • a building structure is known from US-A-3.626.702.
  • the invention has for its object to improve the superstructure of the building such that the use of a foam block is better applicable in unstable ground, the building time is shortened and a good ground insulation is obtained.
  • the building structure according to the invention is distinguished in that said bearing construction of the building to be placed on the supporting body is a timber frame covered with front panels, in that the supporting body is a completely or partially solid block of foam material, such as gas concrete, foam cement, polystyrene and/or mixtures thereof wholly or partially sunk into the ground, wherein said front panels are arranged to reach below ground level and along the outside of said block.
  • foam material such as gas concrete, foam cement, polystyrene and/or mixtures thereof wholly or partially sunk into the ground
  • the supporting body In marshy or unstable ground the supporting body is of a size such that the weight of the displaced ground is greater than that of the foundation and building. Due to the timber frame construction, the construction with such a light weight can easily be placed on unstable ground.
  • a reinforcement as a metal wire mesh that is partially sunk into the foam material.
  • the protruding parts can therein serve for adhering a covering layer of for instance mineral mortar to be applied to the foam material. In this way an unbroken frontage surface is thereby created, in which door and window openings can be formed in the usual way.
  • the timber frame-bearing construction does not have to transfer the forces exerted on the building structure onto one point but onto a random position on the block-shaped foundation, whereby extra supporting beams or heavy beams are no longer necessary, which also contributes to the low weight of the superstructure of the building structure, whereby the quantity of ground to be moved can be reduced, that is, the outer periphery of the block-shaped foundation part does not have to protrude beyond the outer frontage of the superstructure of the building structure.
  • the building structure shown in the figures is depicted as a house. It is of course the case that any building structure provided with a foundation, bearing and frontage constructions with roof arranged thereon falls within the definition of building structure. It is therein of no importance what the dimensions of the house are, whether it is detached or terraced, or what sort of roof is chosen.
  • the foundation 1 of the building structure is embodied as a solid walled body which is wholly or partially set in the ground G, see fig.2.
  • the ground is partially dug away and the excavated space is filled with a block of a material with a low specific gravity, for example foam cement, gas concrete, polystyrene granules, expanded polystyrene or mixtures thereof.
  • the block is shown in the figures as a solid body, cavities can be arranged in the body 1 for storage and cellar purposes etc. If desired a force-distributing cover in the form of a wire matting 1′ can be arranged therein.
  • the superstructure 2 of the building structure consists of a bearing construction 3 in the form of a timber frame as shown in fig. 2.
  • the timber frame consists of a number of posts 3 with transverse connections, for example the coupling rail 5, with lintel 6. This is completed with floor joists 7 to obtain an upper story.
  • the whole bearing construction of timber is of particularly light in weight and is placed directly on a wall plate 8, which rests directly on the foundation 1. It is noted that in the space between the outer frame can be placed supporting posts 4′ which likewise support on the foundation via a bottom plate 8′. It can be seen here that the location of the intermediate posts 4 is not determined by the particular foundation 1, but that these can be placed anywhere.
  • the foundation 1 is finished with a finishing layer 9.
  • the timber frame 3 is covered on the outside with front panels of relatively large dimensions, which likewise consist of a layer of foam material, for example polyurethane foam 12, in which a reinforcement 13 is arranged.
  • the panels 11 are placed abutting each other on the outside of the timber frame 3.
  • the joins of the panels are covered with a connecting mesh 14 of metal, whereafter a plaster layer 15 is applied on the protruding parts of the three-dimensionally curved mesh 13, see fig. 3.
  • the finishing layer 15 is continuous and from the outside of the building structure it is therefore not possible to see that the frontage is constructed from panels 11.
  • the finishing layer 15 can also consist of brickwork.
  • the panels 11 are arranged to below ground level M in fig. 2 along the outside of the foundation 1.
  • a closed unit is hereby created from the frontage onto the foundation.
  • Window and door openings can be formed in the frontages in appropriate manner, which can be finished in typical manner with window frames, window sills and drip rails.
  • the whole frontage construction which in current building practice would have a weight of 420 kg/m2, can be reduced to one seventh thereof, that is, 60 kg/m2.
  • the ground For a single family dwelling with a surface area of 60 m2 the ground only needs to be excavated to a depth of 1 metre and to be filled with the foundation body 1, in order to obtain, at a specific weight of 1.3 to 1.6 tons per m3, a bearing capacity of a maximum of 78 to 96 tons.
  • the building method described above houses of 30 to 45 tons in weight including the foundation can be realized, so that an overload of twice the building structure weight is possible.
  • the manner of constructing the building structure according to the invention is preferably according to the prefab system.
  • the walls of the building structure 2 in accordance with the above described timber frame and foam front panels can be already pre-fabricated in the factory in larger or smaller units. These units can then be transported to the construction site, whereafter the building structure can be assembled in a short time, for instance in one or two days. This construction can take place once the foundation has been arranged and has hardened. Since the superstructure is very light, it can also be temporarily arranged on a layer of beams placed on the ground surface, whereafter the ground under the house is excavated and filled with the proposed foam foundation. The temporary layer of beams can then be removed.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)

Claims (4)

  1. Structure de bâtiment constituée d'une fondation (1) mise en place dans le sol et d'une structure comportant une construction formant ossature, façade et toiture, qui est construite sur cette dernière, ladite fondation (1) étant un corps de support en mousse enfoncé dans le sol, caractérisée en ce que ladite structure formant ossature du bâtiment à mettre en place sur le corps de support est un cadre en bois (3) recouvert de panneaux frontaux (11), en ce que le corps de support est complètement ou partiellement un bloc solide de matériaux en mousse, tel que du béton mousse, du ciment mousse, du polystyrène et ou des mélanges de ceux-ci, entièrement ou partiellement enfoncé dans le sol, dans laquelle lesdits panneaux frontaux sont agencés pour atteindre un niveau situé sous le sol et le long de la partie du côté extérieur dudit bloc.
  2. Structure de bâtiment selon la revendication 1, caractérisée en ce que lesdits panneaux frontaux (11) sont réalisés d'un matériau en mousse analogue à du polyuréthanne, dans lequel un grillage (13) de fils métalliques est entièrement ou partiellement noyé.
  3. Structure de bâtiment selon les revendications 1 et 2, caractérisée en ce que une partie du grillage (13) fait saillie à l'extérieur du matériau en mousse, sur laquelle une couche de plâtre dur peut être collée.
  4. Structure de bâtiment selon l'une quelconque des revendications 1 à 3, caractérisée en ce que la construction (3) formant ossature analogue à un cadre en bois est remplie du côté intérieur des panneaux frontaux(11) à l'aide de laine de roche (16) ou analogue, sur laquelle sont agencés une couche (17) anti-humidité et une couche (18) de finition par exemple sous la forme d'une feuille de plâtre et de carton.
EP90202871A 1989-10-27 1990-10-26 Structure de bâtiment avec fondation Expired - Lifetime EP0425057B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90202871T ATE94241T1 (de) 1989-10-27 1990-10-26 Gebaeude mit fundament.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8902670A NL8902670A (nl) 1989-10-27 1989-10-27 Bouwwerk met verbeterde fundering.
NL8902670 1989-10-27

Publications (2)

Publication Number Publication Date
EP0425057A1 EP0425057A1 (fr) 1991-05-02
EP0425057B1 true EP0425057B1 (fr) 1993-09-08

Family

ID=19855529

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90202871A Expired - Lifetime EP0425057B1 (fr) 1989-10-27 1990-10-26 Structure de bâtiment avec fondation

Country Status (6)

Country Link
EP (1) EP0425057B1 (fr)
AT (1) ATE94241T1 (fr)
DE (1) DE69003222T2 (fr)
DK (1) DK0425057T3 (fr)
ES (1) ES2044414T3 (fr)
NL (1) NL8902670A (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2282613A (en) * 1993-10-06 1995-04-12 Stewing Kunststoff Substructure for telephone boxes
WO2005121469A1 (fr) 2004-06-11 2005-12-22 Huizenkluis B.V. Element de construction a base de materiau en mousse plastique

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5517226B2 (ja) 2009-07-17 2014-06-11 ストーン トロイハンド アーゲー 建築物用の壁構造体
CN112281889B (zh) * 2020-10-23 2022-02-11 安徽四建控股集团有限公司 一种用于建筑施工过程中的基础稳固结构

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2076761A5 (fr) * 1970-01-27 1971-10-15 Auxiliair Entreprise Soc

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3626702A (en) * 1970-02-12 1971-12-14 Edward J Monahan Floating foundation and process therefor
IE45689B1 (en) * 1976-09-27 1982-10-20 Nilsen W Method of erecting a building structure such as a house
FR2523177A1 (fr) * 1982-03-12 1983-09-16 Ginestiere Guy Structure compacte d'isolation exterieure de parois et panneaux isolants destines a sa realisation
US4549385A (en) * 1984-09-12 1985-10-29 Cohen Alfred S Hanger for supporting pipe below steel reinforced concrete slab foundations

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2076761A5 (fr) * 1970-01-27 1971-10-15 Auxiliair Entreprise Soc

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2282613A (en) * 1993-10-06 1995-04-12 Stewing Kunststoff Substructure for telephone boxes
WO2005121469A1 (fr) 2004-06-11 2005-12-22 Huizenkluis B.V. Element de construction a base de materiau en mousse plastique

Also Published As

Publication number Publication date
DE69003222D1 (de) 1993-10-14
NL8902670A (nl) 1991-05-16
DE69003222T2 (de) 1994-01-05
DK0425057T3 (da) 1993-12-13
ES2044414T3 (es) 1994-01-01
EP0425057A1 (fr) 1991-05-02
ATE94241T1 (de) 1993-09-15

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