EP1010817B1 - Fundamentblock - Google Patents

Fundamentblock Download PDF

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Publication number
EP1010817B1
EP1010817B1 EP99460067A EP99460067A EP1010817B1 EP 1010817 B1 EP1010817 B1 EP 1010817B1 EP 99460067 A EP99460067 A EP 99460067A EP 99460067 A EP99460067 A EP 99460067A EP 1010817 B1 EP1010817 B1 EP 1010817B1
Authority
EP
European Patent Office
Prior art keywords
concrete
trench
block
fact
block according
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
EP99460067A
Other languages
English (en)
French (fr)
Other versions
EP1010817A1 (de
Inventor
Jean-Pierre Oblin
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.)
Oblin Jean-Pierre En Vertical Bloc
Original Assignee
Oblin Jean-Pierre
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 Oblin Jean-Pierre filed Critical Oblin Jean-Pierre
Publication of EP1010817A1 publication Critical patent/EP1010817A1/de
Application granted granted Critical
Publication of EP1010817B1 publication Critical patent/EP1010817B1/de
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
    • E02D27/08—Reinforcements for flat foundations
    • 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

Definitions

  • the present invention relates to a foundation block.
  • Such a block is intended to be placed on a clean concrete, at the bottom a trench delimiting the foundations of a building to be constructed, before pouring concrete into it.
  • the height of the concrete at the bottom of the trench is determined by the prior placement of stakes in this trench. Their summit must coincide with the upper surface of the concrete thickness.
  • the uniform distribution of the concrete is obtained by sliding a long metal ruler on it, taking as a reference the top of the stakes.
  • the horizontality of the concrete layer is very important since it is it which also determines the horizontality of the concrete blocks it is intended for to receive. However, a simple misalignment between the tops of the stakes is sufficient to compromise this horizontality.
  • Metal reinforcements are also put in place horizontally in the trenches, before pouring the concrete.
  • the main object of the present invention is to rationalize these practical by proposing a foundation block which allows to ensure correctly all the operations described above.
  • Document JP-A-58 204 226 discloses a formwork training block allowing longitudinal alignment of the reinforcements.
  • such a block In an application where such a block is associated with at least one second block of the same type, it can then serve as a support element for a prefabricated wall in the workshop, which can then be set up by one and the same operation on site.
  • this block includes a central and main element transversely bordered by secondary elements identical of lesser height, these central and secondary elements having longitudinally the same dimension as its underside, common to all of the elements, is flat and parallel to the upper face of the central element, that the secondary elements have at least one longitudinal groove opening onto their upper face and intended to be arranged parallel to the axis of the trench, with an axis parallel to said underside and adapted to receive and position longitudinally in said trench a reinforcing iron, and that the upper face of the central element serves in particular to mark to delimit the upper level of the concrete in the trench.
  • the upper face of the central element will notably serve as a benchmark to delimit the level top of concrete poured into foundation trenches. It is also on this upper side that certain building elements such as only concrete blocks.
  • the foundation block according to the invention and shown in the attached figures is preferably made of molded concrete. In another form of realization, it can however be made of another type of similar material having a strong resistance to crushing.
  • This block essentially consists of a central element and main 2, transversely bordered by identical secondary elements 3 of lesser height. These three elements are each part of a rectangular parallelepiped.
  • the upper face 20 of the main element is flat and extends parallel to its underside 21 which is moreover common to all of the elements 2 and 3.
  • the vertical and transverse faces 22 of the element 2 are also located in the same plane as the corresponding faces of the secondary elements 3.
  • elements 2 and 3 are preferably provided with recesses 24, respectively 32, which extend longitudinally and open at the level of the transverse vertical faces of the block.
  • the central element 2 is partially divided into two parts 200 by a median and longitudinal groove 25 which opens at the same time on its upper face 20 and its transverse vertical faces 22.
  • the axis of this groove extends parallel to the underside 21, that is to say horizontally in the present case of Fig.
  • the bottom of the groove preferably provided semi-cylindrical, extends substantially halfway up the element 2, which corresponds substantially to the level of the upper side of the elements 3.
  • One of the two parts 200 which constitute the upper face 30 of element 2 is provided with a projection 26 forming a stop.
  • This projection extends along from its outer longitudinal edge and one of its ends is aligned with the edge transverse correspondent. Its longitudinal face 260 opposite the edges of the part 200 extends perpendicular to the face 20, that is to say vertically in the present case.
  • one of the vertical transverse faces 22 of the element 2 is provided with a groove 27 with a vertical axis. One of its longitudinal edges is aligned with the longitudinal face 260 of the projection 26.
  • FIG. 4 there is shown a trench 4 of foundation, whose substantially horizontal bottom is referenced 40, while its banks are referenced 41.
  • a thin layer of concrete cleanliness C On the bottom 40 has been spread a thin layer of concrete cleanliness C, whose function is to isolate the bottom of the trench from blocks 1.
  • the horizontality of this layer of concrete should preferably have been checked using a mason level.
  • blocks 1 In this trench are arranged at regular intervals blocks 1 such as those previously described. These blocks are arranged in alignment with each other, perpendicular to the axis of the trench, and are centered relative to on the banks 41.
  • FIG. 5 illustrates the method according to which one can, thanks to the block of the invention, identify the alignment of the outer edge of the walls to be erected.
  • an assembly of posts D 1 and crosspieces D 2 is constructed in the angles of the trenches which materializes in the angles of the foundations, "L" barriers.
  • On the wings of this barrier are fixed cords H which aim to materialize the outer limit of the wall to be raised.
  • projections 26 emerge at the foundation concrete surface. These projections constitute as many visual cues the along which we will be able to align the blocks, in particular the concrete blocks, necessary at the erection of the construction walls.
  • FIG. 7 a trench whose two wings form a right angle between them, which will correspond when the building is erected at a corner of the wall.
  • Two blocks 1 according to the invention extend over the bottom 40 of a wings of the trench, while two blocks of the same type extend on the bottom on the other wing.
  • a rule R 1 is then placed , respectively R 2 flat on each pair of blocks 1, in such a way that these rules come into abutment against the projections 26. It is then sufficient to place an iron F 4 vertically at the intersection of the two rules R 1 and R 2 .
  • this other use consists in making them fill a support function for prefabricated wall elements.
  • This bench comprises a series of three support elements 50 arranged parallel to each other on which is placed, perpendicularly a pair of very thick parallelepiped boards 51.
  • the plate is pierced with a series of circular 520 holes arranged longitudinally, so as to overhang the corridor 510 between the boards 51.
  • Their diameter is chosen in such a way that they can be crossed by irons standard size frame.
  • a thin rectangular plate 53 is pressed against the external face of one of the boards 51 and its height is such that it overflows slightly above the upper plane of the plate 52. As will be seen more far this plate 53 is intended to serve as an alignment stop for blocks of construction.
  • reinforcing bars J are placed in certain holes 520 of the plate 52.
  • the other holes 520 which do not receive irons are then closed for example using an adhesive material.
  • FIG. 11 a series of blocks has been shown here in which a large number of irons J have been put in place, the hollow spaces of the blocks having been filled with liquid concrete B.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Fencing (AREA)

Claims (9)

  1. Fundamentblock (1), der auf einen Beton mit einer Reinheit (C) am Boden eines Grabens (4) aufgetragen wird, bevor der Beton (B) in diesen Graben gegossen wird, und der ein zentrales oder Hauptelement (2) enthält, welches an den Seiten mit sekundären identischen Elementen (3) geringer Höhe ausgestattet ist, wobei dieses zentrale Element (2) und die sekundären Elemente (3) in der Längsrichtung dieselben Abmessungen haben, und die gemeinsame Unterseite (21) aller dieser Elemente (2, 3) eben ist und parallel zu der Oberseite (20) des zentralen Elementes (2) verläuft, und die sekundären Elemente (3) mindestens eine längliche Nut (33) aufweisen, die an deren Oberseite (30) mündet und parallel zur Achse des Grabens positioniert wird, und deren Achse parallel zu der Unterseite (21) liegt und dafür ausgelegt ist, in der Längsrichtung des Grabens ein Armierungseisen (F1, F2) aufzunehmen und zu positionieren, wobei die Oberseite (20) des zentralen Elementes (2) insbesondere als Markierung für die Begrenzung des Füllstandes des Betons (B) dient, der in den Graben gegossen wird.
  2. Fundamentblock nach Anspruch 1,
    dadurch gekennzeichnet, dass
    er aus einem Schüttbeton besteht.
  3. Fundamentblock nach einem der Ansprüche 1 oder 2,
    dadurch gekennzeichnet, dass
    die zentralen Elemente (2) und die sekundären Elemente (3) in einem rechteckigen Parallelepiped liegen.
  4. Fundamentblock nach einem der Ansprüche 1 bis 3,
    dadurch gekennzeichnet, dass
    das zentrale Element (2) und/oder die sekundären Elemente (3) teilweise ausgehöhlt sind.
  5. Fundamentblock nach einem der Ansprüche 1 bis 4,
    dadurch gekennzeichnet, dass
    das zentrale Element (2) teilweise mit Hilfe einer mittleren länglichen Nut (25), welche an ihrer Oberseite (20) mündet, und deren Achse parallel zu der Unterseite (21) verläuft, in zwei Teile (200) unterteilt ist.
  6. Fundamentblock nach Anspruch 5,
    dadurch gekennzeichnet, dass
    er gegenüber der Ebene der Nut (25) eine symmetrische Form besitzt.
  7. Fundamentblock nach einem der Ansprüche 3 bis 6,
    dadurch gekennzeichnet, dass
    die Oberseite (20) des zentralen Elementes (2) einen Vorsprung aufweist, der ein Widerlager (26) bildet, das in der Längsrichtung einer seiner Längsränder verläuft.
  8. Fundamentblock nach einem der Ansprüche 3 bis 7,
    dadurch gekennzeichnet, dass
    einer der senkrechten Seitenränder (22) des zentralen Elementes (2) mit einer Nut (27) ausgestattet ist.
  9. Fundamentblock nach einem der Ansprüche 7 und 8 in Kombination,
    dadurch gekennzeichnet, dass
    einer der Ränder der Nut (27) mit dem entsprechenden Rand (260) des Vorsprungs (26) ausgerichtet ist.
EP99460067A 1998-12-14 1999-12-07 Fundamentblock Expired - Lifetime EP1010817B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9815909A FR2787129B1 (fr) 1998-12-14 1998-12-14 Bloc de fondation
FR9815909 1998-12-14

Publications (2)

Publication Number Publication Date
EP1010817A1 EP1010817A1 (de) 2000-06-21
EP1010817B1 true EP1010817B1 (de) 2003-07-02

Family

ID=9534057

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99460067A Expired - Lifetime EP1010817B1 (de) 1998-12-14 1999-12-07 Fundamentblock

Country Status (5)

Country Link
EP (1) EP1010817B1 (de)
AT (1) ATE244337T1 (de)
DE (1) DE69909224T2 (de)
ES (1) ES2203043T3 (de)
FR (1) FR2787129B1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8607531B2 (en) 2008-12-18 2013-12-17 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures
US8904737B2 (en) 2008-12-18 2014-12-09 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures
US9493938B2 (en) 2008-12-18 2016-11-15 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2906820B1 (fr) * 2006-10-05 2008-12-12 Knauf Ind Gestion Soc Par Acti Element de coffrage perdu de fondation.
DE102009049552B4 (de) * 2009-10-16 2015-12-03 CHRISTOPH & Co. Baustoffgroßhandel, Betonwarenfabrikation und Grabmale GmbH Fundamentstein
WO2012047303A2 (en) * 2010-10-08 2012-04-12 Composite Panel Systems, Llc Building stucture systems
US9447557B2 (en) 2014-02-21 2016-09-20 Composite Panel Systems, Llc Footer, footer elements, and buildings, and methods of forming same

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58204226A (ja) * 1982-05-25 1983-11-28 Hitoshi Mori 基礎の設置方法
JP2501164B2 (ja) * 1991-06-20 1996-05-29 邦博 西村 ユニット式布基礎

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8607531B2 (en) 2008-12-18 2013-12-17 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures
US8904737B2 (en) 2008-12-18 2014-12-09 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures
US9493938B2 (en) 2008-12-18 2016-11-15 Composite Panel Systems, Llc Building panel assemblies and methods of use in wall structures

Also Published As

Publication number Publication date
DE69909224D1 (de) 2003-08-07
FR2787129A1 (fr) 2000-06-16
DE69909224T2 (de) 2004-06-17
EP1010817A1 (de) 2000-06-21
ES2203043T3 (es) 2004-04-01
ATE244337T1 (de) 2003-07-15
FR2787129B1 (fr) 2001-03-02

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