EP0353370A1 - Unterbau eines Gebäudes - Google Patents

Unterbau eines Gebäudes Download PDF

Info

Publication number
EP0353370A1
EP0353370A1 EP88402026A EP88402026A EP0353370A1 EP 0353370 A1 EP0353370 A1 EP 0353370A1 EP 88402026 A EP88402026 A EP 88402026A EP 88402026 A EP88402026 A EP 88402026A EP 0353370 A1 EP0353370 A1 EP 0353370A1
Authority
EP
European Patent Office
Prior art keywords
elements
floor
slab
fact
wings
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.)
Granted
Application number
EP88402026A
Other languages
English (en)
French (fr)
Other versions
EP0353370B1 (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 EP88402026A priority patent/EP0353370B1/de
Priority to DE8888402026T priority patent/DE3880831D1/de
Priority to AT88402026T priority patent/ATE89046T1/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

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
    • E04B1/0007—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 methods of making foundations, in particular for apartment buildings or for industrial use.
  • the present invention relates more particularly to the means for implementing said methods.
  • 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 object of the present invention is therefore to implement a method making it possible to produce building bases, of whatever type, using a single technique which can very easily be adapted to all types of soil and basement and using a majority of elements that can be prefabricated.
  • the subject of the present invention is a process for producing a building base on a floor, a process which consists of: - to implant a plurality of foundation elements distributed on the ground according to a determined law, and so that their head is at a determined level, to produce prefabricated floor elements, each element comprising a flat slab and lateral wings bordering said slab, these wings defining with said slab a hollow housing, - To achieve a total floor by juxtaposing a plurality of said floor elements one beside the other, by making them rest on the head of said foundation elements by means of said wings, and so that the opening of said recessed housing either below with respect to said slab, and - to combine said floor elements and said foundation elements.
  • 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 hollow 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 can 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 downwards, 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.

Landscapes

  • 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)
  • Foundations (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
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
EP88402026A EP0353370B1 (de) 1988-08-03 1988-08-03 Unterbau eines Gebäudes
DE8888402026T DE3880831D1 (de) 1988-08-03 1988-08-03 Unterbau eines gebaeudes.
AT88402026T ATE89046T1 (de) 1988-08-03 1988-08-03 Unterbau eines gebaeudes.

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 true EP0353370A1 (de) 1990-02-07
EP0353370B1 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2327688A (en) * 1997-07-29 1999-02-03 John Joseph Freeman Floor with integral ground beams

Families Citing this family (3)

* 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

Citations (8)

* 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
FR2184363A5 (de) * 1972-05-10 1973-12-21 Boot Et Sons Pty Ltd
FR2505906A1 (fr) * 1981-05-14 1982-11-19 Antoine Vercelletto Plancher isolant thermoporteur, comportant une dalle de beton sur terre-plein
FR2539165A1 (fr) * 1983-01-10 1984-07-13 Phenix Maisons Piece d'appui prefabriquee pour planchers et parements de maisons industrialisees

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6080627A (ja) * 1983-10-12 1985-05-08 Taisei Corp 杭式地上タンクの杭頭支持構造

Patent Citations (8)

* 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
FR2184363A5 (de) * 1972-05-10 1973-12-21 Boot Et Sons Pty Ltd
FR2505906A1 (fr) * 1981-05-14 1982-11-19 Antoine Vercelletto Plancher isolant thermoporteur, comportant une dalle de beton sur terre-plein
FR2539165A1 (fr) * 1983-01-10 1984-07-13 Phenix Maisons Piece d'appui prefabriquee pour planchers et parements de maisons industrialisees

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN, vol. 9, no. 223 (M-411)[1946], 10. September 1985; & JP-A-60 80 627 (TAISEI KENSETSU K.K.) 08-05-1985 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2327688A (en) * 1997-07-29 1999-02-03 John Joseph Freeman Floor with integral ground beams

Also Published As

Publication number Publication date
EP0353370B1 (de) 1993-05-05
FR2610339A1 (fr) 1988-08-05
FR2610339B1 (fr) 1991-06-07
DE3880831D1 (de) 1993-06-09
ATE89046T1 (de) 1993-05-15

Similar Documents

Publication Publication Date Title
EP0185065B1 (de) Verfahren zur herstellung einer eine konstruktion tragenden, starren platte
EP0489054B1 (de) Zellulare strukturen zum stützen von wänden
EP0081402A1 (de) Verfahren zur Herstellung von hohlen Elementen wie etwa Leitungen, Silos oder Bunkern
EP0244890B1 (de) Verfahren zur Herstellung von hohlen Elementen, wie etwa Leitungen, Silos oder Bunker und Elemente, hergestellt durch dieses Verfahren
EP0202256A1 (de) VERFAHREN ZUR HERSTELLUNG EINER üBERDECKTEN KONSTRUKTION.
EP0353370B1 (de) Unterbau eines Gebäudes
EP0093030B1 (de) Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben
EP1211355A1 (de) Unterbaumauer für eine Konstruktion und Verwirklichungsverfahren
BE1004988A4 (fr) Ensemble d'elements pour eriger les murs d'une maison.
EP0242497B1 (de) Tunnelbauverfahren
BE1008399A6 (fr) Bloc de construction evide interieurement, destine a recevoir un coulis durcissable.
FR3033584B1 (fr) Construction modulaire a partir d'elements prefabriques
EP2455549B1 (de) Betongründung, die eine Ballasteinheit einschließt
FR2746126A1 (fr) Bloc paysager, element en beton colore destine a creer des murs paysagers, des talus paysagers, des jardinieres composees et des petits bassins
CH650822A5 (fr) Ensemble d'elements prefabriques pour l'erection d'un mur-caisson et mur-caisson obtenu.
BE863944Q (fr) Procede de fabrication de murs de soutenement et elements pour la mise en oeuvre de ce procede
FR2462523A3 (fr) Element prefabrique pour la construction d'un mur a haute isolation thermique et phonique
CH699202A1 (fr) Bloc de construction de murs.
FR2744471A1 (fr) Elements prefabriques en briques creuses pour la realisation de bardages, de murs porteurs, de murs antibruit, de murets et autres en construction
FR2764621A1 (fr) Elements de construction d'un batiment et ensemble desdits elements
EP0366543A1 (de) Vorgefertigte modulare Konstruktion für Wohnzwecke
FR2575200A1 (fr) Mur-caisson et elements prefabriques constitutifs
FR2994702A1 (fr) Module de paroi laterale, notamment de bassin ou de mur routier ou de cloture, ensemble de tels modules et bassin comportant de tels modules
EP1045091B1 (de) Verstärkungsverfahren für Bauelement
FR2858990A1 (fr) Procede de construction par assemblage de panneaux.

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): AT BE CH DE ES GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19900928

17Q First examination report despatched

Effective date: 19910607

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES GB GR IT LI LU NL SE

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 PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19930505

Ref country code: NL

Effective date: 19930505

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: 19930505

Ref country code: SE

Effective date: 19930505

Ref country code: AT

Effective date: 19930505

Ref country code: DE

Effective date: 19930505

Ref country code: GB

Effective date: 19930505

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19930505

REF Corresponds to:

Ref document number: 89046

Country of ref document: AT

Date of ref document: 19930515

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3880831

Country of ref document: DE

Date of ref document: 19930609

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

Ref country code: BE

Effective date: 19930831

Ref country code: CH

Effective date: 19930831

Ref country code: LU

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

Effective date: 19930831

Ref country code: LI

Effective date: 19930831

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 19930505

BERE Be: lapsed

Owner name: VIRELIZIER GERMAIN NOEL LOUIS

Effective date: 19930831

Owner name: CALMET RENE VINCENT AUGUSTE

Effective date: 19930831

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
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL