EP0353370B1 - Unterbau eines Gebäudes - Google Patents

Unterbau eines Gebäudes Download PDF

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Publication number
EP0353370B1
EP0353370B1 EP88402026A EP88402026A EP0353370B1 EP 0353370 B1 EP0353370 B1 EP 0353370B1 EP 88402026 A EP88402026 A EP 88402026A EP 88402026 A EP88402026 A EP 88402026A EP 0353370 B1 EP0353370 B1 EP 0353370B1
Authority
EP
European Patent Office
Prior art keywords
floor
members
slab
building
fact
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
EP88402026A
Other languages
English (en)
French (fr)
Other versions
EP0353370A1 (de
Inventor
René Vincent Auguste Calmet
Germain Noel Louis Virelizier
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.)
Individual
Original Assignee
Individual
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 to FR878701885A priority Critical patent/FR2610339B1/fr
Application filed by Individual filed Critical Individual
Priority to DE8888402026T priority patent/DE3880831D1/de
Priority to AT88402026T priority patent/ATE89046T1/de
Priority to EP88402026A priority patent/EP0353370B1/de
Publication of EP0353370A1 publication Critical patent/EP0353370A1/de
Application granted granted Critical
Publication of EP0353370B1 publication Critical patent/EP0353370B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure

Definitions

  • the present invention relates to the bases of buildings, in particular for apartment buildings or for industrial use.
  • Reinforced concrete footings are then poured into these trenches, on which the supporting walls are then erected up to a certain height. On these walls is then poured a slab, also reinforced, leaving or not leaving a free space between it and the surface of the ground, depending on whether one wishes to obtain a crawl space or not.
  • the purpose of the present invention is to produce basements of buildings according to a single technique which can very easily adapt to all types of soil and basement and using a majority of elements which can be prefabricated.
  • the present invention is characterized in that the lower edge of the lateral wings of the floor elements is located in the plane corresponding to said level determined so as to constitute protective volumes and that the floor elements comprise sheaths, conduits and pipes necessary for the servicing of the building incorporated into the floor elements and extending inside the protection volumes.
  • foundation elements will preferably be those used for deep or semi-deep foundations, such as wells, piles or micropiles which will not be described more fully here, being elements well known to man art.
  • the surface 3 of the floor 2 can be arranged to have a generally planar appearance. Then, holes 4, 5, 6 ... are made, to a depth and with a diameter allowing to receive piles dimensioned to support constructions such as important buildings.
  • each element comprises a slab 18 of planar shape and lateral wings 19, 20, 21, ... bordering this slab 18 in planes substantially perpendicular to that of the slab, so as to form a recessed housing 22 whose bottom is constituted by the slab itself and the edges by the side wings.
  • the thickness of the wings is advantageously equal to or less than the radius of these piles.
  • the distance separating the axis of the piles for example 8 and 9, is slightly greater than the length of the floor elements, for example 15, taken at the level of the slabs, so that these elements can rest by the edge of the wings on the heads 11, 12, 13 of the stakes.
  • several floor elements do they rest by their corners, for example 23, 24, 25, 26, on the head of a pile, leaving a space between two facing wings .
  • the floor elements may also be supported by intermediate piles, such as for example the pile 10 shown in Figure 2, arranged over the length and / or width of said elements.
  • connection of the floor elements to each other may be carried out by concrete keyings but will preferably be carried out by means of metal plates 30 or other equivalent means (see FIG. 2) which will be sealed, for example at the angles 23, 24, 25 and 26 of said floor elements, after adjustment of the latter.
  • a joint connection made of a material of the same nature as that which composes the upper part of the final floor will then be put in place between each floor element.
  • the floor elements rest on the pile heads by the edges of the wings, so that the slabs are in the upper position and that the recessed housings 22 have their opening 40 turned downward, thus constituting for the buildings a crawl space whose importance is well known for the quality of constructions.
  • the wings of the floor elements come flush with the surface of the ground 2. But it is quite obvious that, depending on the height of the piles, these elements can be at a certain distance from the surface of the ground, which is useful when the construction is erected in particular on a sloping ground and which makes it possible in certain cases to avoid developing the ground surface located under the construction, and therefore further limit the total cost price of the realization of the base.
  • these hollow housings have the advantage of constituting protected volumes, in particular during their transport from the factory to the installation site.
  • these volumes can thus receive all the sheaths and all the conduits 50 necessary for the servicing of a building, such as the water, electricity, telephone, etc. pipelines, and allow even to protect larger pipelines 51 such as those for discharging waste water.
  • the sheaths of electricity, heating, etc. and all the pipes can be incorporated into the floor elements, and more particularly into their slab 18, during their manufacture in the factory. This is made possible by the application of the law of distribution of foundation elements, which has been stated above, and which is based on the division of the area of the proposed construction.
  • each floor element is advantageously made of poured reinforced concrete and may even include, in its thickness, a layer of insulating material 53 thus contributing to the total thermal insulation of the building by avoiding maximum heat leakage by floor.
  • This layer of insulating material may, depending on the circumstances, be placed or poured on the upper or lower surfaces of the slab 18.
  • the prefabrication of the floor elements makes it possible to incorporate in the slab the reservations and the layout of the works as well as the constituent elements in particular of the superstructure of the building. It will thus be possible to provide, on the upper surface of the slab, the layout of the various partitions, to even have, before the final installation, certain coverings such as that of the bathrooms or to open in the body of the slab passages necessary for the various pipes or ducts or to open an access hatch to the crawl space.
  • the upper part of the building can thus be constructed by mounting the walls 54 in a conventional manner with other intermediate floors, partitions, etc., up to the roof 55.
  • This technique is classic and known in itself and will therefore not be further developed here.
  • reservations may be provided in the floor elements for the passage of reinforced concrete posts allowing the direct transfer of loads to the foundation elements.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Foundations (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)

Claims (7)

  1. Gebäudeunterbau (1) mit mehreren Fundamentelementen (8, 9, 10), die auf dem Boden (2) nach einem bestimmten Gesetz und derart verteilt sind, daß sich ihr Kopf (11, 12, 13) in einer bestimmten Höhe befindet, mit mehreren vorgefertigten Fußbodenelementen (15, 16, 17), von denen jedes Element eine ebene Fundamentplatte (18) und seitliche Schenkel (19, 20, 21), die an die Fundamentplatte angrenzen, aufweist, wobei diese Schenkel mit der Fundamentplatte einen Hohlraum (22) bilden, wobei die Fußbodenelemente Seite an Seite nebeneinander angeordnet sind, um einen Gesamtfußboden zu bilden, und den Fundamentelementen zugeordnet sind und über die Schenkel auf dem Kopf dieser Fundamentelemente ruhen, so daß die Öffnung des Hohlraums in bezug auf die Fundamentplatte unten ist, dadurch gekennzeichnet, daß die untere Schnittfläche der seitlichen Schenkel (19, 20, 21) der Fußbodenelemente sich in der Ebene befindet, die der bestimmten Höhe entspricht, so daß sie Schutzräume bilden, und daß die Fußbodenelemente Hüllen, Kanäle und Leitungen (50, 51) enthalten, welche für die Bewohnbarkeit des Gebäudes wichtig und in die Fußbodenelemente eingefügt sind und sich im Inneren der Schutzräume erstrecken.
  2. Gebäudeunterbau nach Anspruch 1, dadurch gekennzeichnet, daß die Fundamentelemente aus Schächten, Pfeilern (8, 9, 10) oder Mikropfeilern bestehen.
  3. Gebäudeunterbau nach Anspruch 1, dadurch gekennzeichnet, daß die Fußbodenelemente an der oberen Oberfläche ihrer Fundamentplatte Beläge aufweisen, welche den fertigen Zustand des Bodens der Zimmer darstellen.
  4. Gebäudeunterbau nach Anspruch 1, dadurch gekennzeichnet, daß die Fußbodenelemente die Ausnehmungen und die Anlage aufweisen, welche für das Mauerwerk und die Bestandteile des Gebäudes bestimmt sind.
  5. Gebäudeunterbau nach Anspruch 1, dadurch gekennzeichnet, daß die Fußbodenelemente mittels metallischer Platten (30) oder mittels anderer, äquivalenter Mittel miteinander verbunden sind.
  6. Gebäudeunterbau nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Kopf der Fundamentelemente mit verschiebbaren Auflagern (31) versehen ist.
  7. Gebäudeunterbau nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Kopf der Fundamentelemente eine Verbindungsstange (27) aufweist, um seitliche Verschiebungen der Fußbodenelemente zu begrenzen.
EP88402026A 1987-02-04 1988-08-03 Unterbau eines Gebäudes Expired - Lifetime EP0353370B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
FR878701885A FR2610339B1 (fr) 1987-02-04 1987-02-04 Procede de realisation de soubassements d'immeubles et moyens pour mettre en oeuvre ledit procede
DE8888402026T DE3880831D1 (de) 1988-08-03 1988-08-03 Unterbau eines gebaeudes.
AT88402026T ATE89046T1 (de) 1988-08-03 1988-08-03 Unterbau eines gebaeudes.
EP88402026A EP0353370B1 (de) 1988-08-03 1988-08-03 Unterbau eines Gebäudes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP88402026A EP0353370B1 (de) 1988-08-03 1988-08-03 Unterbau eines Gebäudes

Publications (2)

Publication Number Publication Date
EP0353370A1 EP0353370A1 (de) 1990-02-07
EP0353370B1 true EP0353370B1 (de) 1993-05-05

Family

ID=8200413

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88402026A Expired - Lifetime EP0353370B1 (de) 1987-02-04 1988-08-03 Unterbau eines Gebäudes

Country Status (4)

Country Link
EP (1) EP0353370B1 (de)
AT (1) ATE89046T1 (de)
DE (1) DE3880831D1 (de)
FR (1) FR2610339B1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5224321A (en) * 1990-02-22 1993-07-06 Fearn Richard N Building foundation and floor assembly
WO1992014886A1 (en) * 1991-02-22 1992-09-03 Fearn Richard N Building foundation and floor assembly
US5794393A (en) * 1996-05-29 1998-08-18 Fearn; Richard Neil Concrete foundation wall form apparatus and method
GB2327688A (en) * 1997-07-29 1999-02-03 John Joseph Freeman Floor with integral ground beams
US12571221B2 (en) 2022-07-13 2026-03-10 Fab-Form Industries Ltd. Form support and length-adjustable assembly therefor

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3040411A (en) * 1956-05-07 1962-06-26 Charles B Messenger Process of constructing a concrete support structure
DE1157164B (de) * 1957-12-14 1963-11-07 Gruen & Bilfinger Ag Unterwassergruendung aus Fertigbauteilen, die mit unterseitigen Tragaugen auf Rammpfaehle aufgesetzt sind
FR1413829A (fr) * 1963-11-29 1965-10-08 Fondation d'une construction
GB1086986A (en) * 1965-03-08 1967-10-11 Marley Concrete Ltd Improvements in building foundations
FR1547666A (fr) * 1967-10-17 1968-11-29 Nouveau plancher préfabriqué
AU464495B2 (en) * 1972-05-10 1975-08-28 Handford Boot Patents Pty. Limited Improvements in or relating to building construction
FR2505906A1 (fr) * 1981-05-14 1982-11-19 Antoine Vercelletto Plancher isolant thermoporteur, comportant une dalle de beton sur terre-plein
FR2539165B1 (fr) * 1983-01-10 1985-10-11 Phenix Maisons Piece d'appui prefabriquee pour planchers et parements de maisons industrialisees
JPS6080627A (ja) * 1983-10-12 1985-05-08 Taisei Corp 杭式地上タンクの杭頭支持構造

Also Published As

Publication number Publication date
DE3880831D1 (de) 1993-06-09
FR2610339B1 (fr) 1991-06-07
EP0353370A1 (de) 1990-02-07
ATE89046T1 (de) 1993-05-15
FR2610339A1 (fr) 1988-08-05

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