EP0234175B1 - Ensemble de construction pour la réalisation de murs - Google Patents

Ensemble de construction pour la réalisation de murs Download PDF

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Publication number
EP0234175B1
EP0234175B1 EP86810092A EP86810092A EP0234175B1 EP 0234175 B1 EP0234175 B1 EP 0234175B1 EP 86810092 A EP86810092 A EP 86810092A EP 86810092 A EP86810092 A EP 86810092A EP 0234175 B1 EP0234175 B1 EP 0234175B1
Authority
EP
European Patent Office
Prior art keywords
elements
dovetail
building set
set according
anchoring
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
Application number
EP86810092A
Other languages
German (de)
English (en)
Other versions
EP0234175A1 (fr
Inventor
Rolf Scheiwiller
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.)
SCHEIWILLER, ROLF
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
Application filed by Individual filed Critical Individual
Priority to EP86810092A priority Critical patent/EP0234175B1/fr
Priority to AT86810092T priority patent/ATE44299T1/de
Priority to DE8686810092T priority patent/DE3664142D1/de
Priority to DK064487A priority patent/DK161527C/da
Priority to CA000529959A priority patent/CA1286123C/fr
Publication of EP0234175A1 publication Critical patent/EP0234175A1/fr
Priority to US07/220,401 priority patent/US4884378A/en
Application granted granted Critical
Publication of EP0234175B1 publication Critical patent/EP0234175B1/fr
Expired 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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0283—Retaining or protecting walls characterised by constructional features of mixed type

Definitions

  • the present invention relates to a kit for creating masonry, with elements that have parts of dovetail joints.
  • half-height garden retaining walls are intended.
  • Such walls are made, for example, of natural stone or stone-like slabs, of sleepers such as those used in rail construction, or of concrete beams, which, however, must be reinforced in the case of excess length and therefore have relatively high production costs.
  • the laying of straight wall sections is relatively simple in itself, the anchoring of such elements is quite complex, and the cornering is often not aesthetically satisfactory and additionally complicates the anchoring of the elements.
  • the procedure for anchoring is that behind the wall, i.e. facing the ground, formwork boards must be attached and the back of such walls is concreted.
  • Components with dovetail connections are known per se, for example from FR-A-2 376 269, which describes components which have grooves all around and which can be connected to one another via a connecting element which has a spring on both sides in order to erect smooth walls in the composite .
  • these elements are not suitable for the construction of garden walls that are to be anchored.
  • This object is achieved with the kit described in claim 1 or with the method described in claim 10.
  • the first element 1 is cuboid and has a dovetail groove 5 and a dovetail spring 6 on both sides thereof and a half dovetail groove 5a and 5b on each end, these dovetail connecting parts being evenly distributed over the length.
  • the second element 2 corresponds exactly to half of the first element and therefore has the two dovetail groove halves 5a and 5b which form the dovetail spring 6 between them.
  • the third element 3 corresponds to half the second element minus the width of the element, in the present case approximately one third of the first element, seen from one end, and therefore has one half of the dovetail groove 5a on one side, while the other Side has a paragraph 7, the length of the depth of the groove 5 and the depth of which is somewhat greater than its length, as can be seen from FIG.
  • the anchoring element 4 has an approximately square cross section and has a continuous opening 8, which in the present case is rectangular, but can also be round or otherwise. On one of the sides, the anchoring element has the spring 6A, which fits into the groove 5 or into the two half grooves 5a and 5b.
  • the other three outer sides of the anchoring element each have in the middle a longitudinal groove 9 which extends over the entire height and into which plates 10 can be placed, which can either be cladding boards if the wall is back-concreted over all or part of the length for safety reasons must be or can be used to set up a gravel bed.
  • the three elements 1, 2 and 3 each have two longitudinally arranged putty joints 11, into which a permanently elastic putty can be introduced for easier installation and better hold.
  • putty joints 11 into which a permanently elastic putty can be introduced for easier installation and better hold.
  • it does not have to be two putty joints and not necessarily continuous putty joints, but rather some depressions.
  • FIGs 2, 3 and 4 three different profiles of elements 1, 2 or 3 are recorded.
  • the dovetail spring 6 has a shoulder 12 on its upper side, so that it is not visible after filling with the soil, in order to obtain a continuous straight wall when viewed from above.
  • the element according to FIG. 3 does not have such a shoulder, while the dovetail spring 6 in FIG. 4 has a bevel 13 at the top.
  • a cover brick 14, see FIG. 7, can be placed, which has one or two shoulders 15 on its underside in order to prevent slipping.
  • the longitudinal and vertical edges of the elements 1, 2, 3 are broken.
  • the four elements are primarily intended to be made of concrete, and it is not necessary to reinforce this concrete.
  • the entire element 1 has a length of one meter, one Width of 15 cm and an additional 5 cm for the dovetail feathers, and a height of 15 cm.
  • the other elements are correspondingly 50 and 35 cm long, while the dimension of the anchoring element, of course apart from the one side with the dovetail spring, does not play such a large role and this element can have, for example, 25 x 25 cm base area and 15 cm height, but in particular can also have a double height.
  • Such masses allow efficient production with maximum use of space, whereby unit elements can also be produced with parting lines or separate elements can be cast from the start.
  • lightweight concrete known under the trade name Lecca, is also particularly suitable, as well as other known materials, of course, with different colors or with treated or untreated surfaces.
  • FIGS. 1 and in particular 5 and 6 show the wall piece between two anchors
  • Figure 6 shows the anchoring with the anchoring elements
  • 5 shows the concrete foundation 16 erected in the ground 15, on which some layers of the elements 1, 2 or 3 are built.
  • the elements are layered on top of each other with a permanently elastic putty, this putty already holding the elements in the correct position.
  • the anchoring elements are suspended at intervals of 50 cm or one meter, with vertical reinforcements 17, see FIG. 6, being placed in the openings of the anchoring elements after two layers.
  • vertical reinforcements 17, see FIG. 6 being placed in the openings of the anchoring elements after two layers.
  • the anchoring elements it is expedient to offset the anchoring elements by half a height in relation to the beam elements, in order thereby to achieve a better bond.
  • the entire wall can be checked and aligned again before the openings in the anchoring elements are filled with concrete.
  • good drainage is very important.
  • the present elements are ideally suited for this, since the rear side is not smooth due to the design with grooves and tongues and thus offers space for sufficient water drainage.
  • the rear side of the elements is expediently lined with geotextile fleece 18 or the like, drainage material 19 and / or a gravel bed 20 is built on the underside and a customary drainage pipe 21 is laid, after which the wall can be backfilled with soil.
  • FIG. 7 it can be seen that a corner can be formed both to the outside, to the left in FIG. 7, and to the inside, in FIG. 7, to the right, in both cases a corner having a clean finish. Due to the chosen grid dimension, especially at the corners of approximately 35 cm plus 15 cm width, the whole wall can be anchored comfortably by the anchoring elements.
  • FIG. 7 also shows that the anchoring elements, built on top of one another, can also form a column, which can be used, for example, for anchoring a flagpole or for lighting.
  • anchoring elements can also be pulled up along an entire wall or a part thereof, and plates or the like can be placed between them in order to form a fence on which plants or shrubs, for example, can climb up.
  • the end can be formed by means of end plates 14.
  • the anchoring element 4 can also be used as a corner or design element, in which case e.g. the whole drawn element 1 is shifted backwards and comes to rest behind the thickening of the dovetail spring 6A, while the bar element running on the left e.g. can form an angle such that its lower edge engages in the lower corner of the left longitudinal groove 9 of the connecting element, or can lie in line with the first beam element.
  • the beam elements can also be connected to one another in such a way that the dovetail springs 6 and grooves 5 engage in one another and thus form a double row, with the visible side facing outwards.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Retaining Walls (AREA)
  • Foundations (AREA)
  • Building Environments (AREA)

Claims (10)

1. Jeu de construction pour l'érection de murs, avec des éléments comprenant des parties d'assemblage en queue d'aronde, caractérisé en ce qu'il contient un premier élément en forme de parallelipi- pède (1) qui comprend, sur un côté longitudinal, régulièrement réparties et vu des deux extrémités, une demi-gorge en queue d'arondie (5a, 5b), puis une languette entière en queue d'aronde (6) et, au milieu, une gorge entière en queue d'aronde (5), un deuxième élément (2) qui, vu en direction longitudinale, correspond à la moitié du premier élément (1) et un élément d'ancrage (4) qui comprend sur au moins un de ses côtés une languette en queue d'aronde (6A) correspondant à la gorge en queue d'aronde 5 du premier élément (1), ainsi qu'une ouverture traversante (8) à l'intérieur.
2. Jeu de construction selon la revendication 1, caractérisé en ce qu'il comprend en outre un troisième élément (3) qui, en direction longitudinale et vu d'une extrémité, correspond au deuxième élément (2), la largeur de cet élément en moins, et en outre un décrochement (7) à l'extrémité opposée de la demi-gorge en queue d'aronde (5a).
3. Jeu de construction selon la revendication 1 ou 2, caractérisé en ce que le premier, deuxième et troisième élément (1, 2, 3) comprend à sa face supérieure au moins une rainure (11) pour recevoir une masse de ciment.
4. Jeu de construction selon la revendication 3, caractérisé en ce que les éléments (1, 2, 3) comprennent chacun deux rainures traversantes (11) pour le ciment.
5. Jeu de construction selon l'une des revendications 1 à 4, caractérisé en ce que l'élément d'ancrage (4) comprend aux côtés qui n'ont pas de languettes en queue d'aronde, une rainure traversante (9) pour recevoir des plaques (19) ou des tiges.
6. Jeu de construction selon l'une des revendications 1 à 5, caractérisé en ce que le premier élément (1) a une longueur de 100 cm, une largeur de 15 cm avec une largeur supplémentaire de la languette en queue d'aronde de 5 cm et une hauteur de 15 cm, et en ce qu'il est fabriqué en béton ou béton léger.
7. Jeu de construction selon l'une des revendications 1 à 6, caractérisé en ce que les languettes en queue d'aronde (6) des trois éléments (1, 2, 3) ont en haut un dégagement (12) ou un biseau (13).
8. Jeu de construction selon l'une des revendications 1 à 7, caractérisé en ce que les bords longitudinaux frontaux et les bords perpendiculaires des trois éléments (1, 2, 3) sont biseautés.
9. Jeu de construction selon l'une des revendications 1 à 8, caractérisé en ce qu'il contient en outre une plaque de couverture (14) avec au moins un épaulement (15) placé en bas.
10. Procédé pour l'érection d'un mur de soutènement avec utilisation du jeu de construction selon les revendications 1 et 2, caractérisé en ce qu'une première couche des éléments (1, 2, le cas échéant 3) est placée sur un fondement en béton (16), dans les rainures de cimentation (11) desquels une masse de ciment élastique en permanence est apportée, et sur celle-ci est placée une deuxième couche des éléments, sur quoi des éléments d'ancrage (4) sont accrochés de manière d'être déplacés d'une demi-hauteur d'un élément, et, dans les éléments d'ancrage, sont introduites des armages verticaux (17), et après la construction du mur et avant le remplissage avec de la terre, les ouvertures traversantes (8) disposées à l'intérieure des éléments d'ancrage sont remplies avec du béton, un matelas de fibres (18) et un tube de drainage (21) étant aussi prévus.
EP86810092A 1986-02-21 1986-02-21 Ensemble de construction pour la réalisation de murs Expired EP0234175B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
EP86810092A EP0234175B1 (fr) 1986-02-21 1986-02-21 Ensemble de construction pour la réalisation de murs
AT86810092T ATE44299T1 (de) 1986-02-21 1986-02-21 Bausatz zur erstellung von mauerwerken.
DE8686810092T DE3664142D1 (en) 1986-02-21 1986-02-21 Building set for the erection of walls
DK064487A DK161527C (da) 1986-02-21 1987-02-09 Byggesaet samt fremgangsmaade til opfoering af murvaerk
CA000529959A CA1286123C (fr) 1986-02-21 1987-02-18 Ensemble pour l'erection de murs
US07/220,401 US4884378A (en) 1986-02-21 1988-07-18 Structural assembly for producing walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP86810092A EP0234175B1 (fr) 1986-02-21 1986-02-21 Ensemble de construction pour la réalisation de murs

Publications (2)

Publication Number Publication Date
EP0234175A1 EP0234175A1 (fr) 1987-09-02
EP0234175B1 true EP0234175B1 (fr) 1989-06-28

Family

ID=8196452

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86810092A Expired EP0234175B1 (fr) 1986-02-21 1986-02-21 Ensemble de construction pour la réalisation de murs

Country Status (6)

Country Link
US (1) US4884378A (fr)
EP (1) EP0234175B1 (fr)
AT (1) ATE44299T1 (fr)
CA (1) CA1286123C (fr)
DE (1) DE3664142D1 (fr)
DK (1) DK161527C (fr)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1261337B (de) * 1965-12-11 1968-02-15 Braun Ag Vorrichtung zum Scharfeinstellen von Diaprojektoren
DE3740646A1 (de) * 1987-12-01 1989-06-15 Willi Ruckstuhl Mauerstein aus beton zur erstellung einer trockenmauer
US5350256A (en) * 1991-11-26 1994-09-27 Westblock Products, Inc. Interlocking retaining walls blocks and system
US5315802A (en) * 1992-03-25 1994-05-31 Solite Corporation Modular wall system
US5474405A (en) * 1993-03-31 1995-12-12 Societe Civile Des Brevets Henri C. Vidal Low elevation wall construction
AUPR688701A0 (en) * 2001-08-08 2001-08-30 Tierney, Allen Richard Modular post system and method of construction
US6811357B1 (en) * 2002-07-30 2004-11-02 Konrad Haug Retaining wall assembly
US6745537B1 (en) 2002-08-27 2004-06-08 Roderick Bruce Hamilton Modular wall or fence construction system
US7124754B2 (en) 2004-08-06 2006-10-24 Custom Precast & Masonry, Inc. Method and device for creating a decorative block feature
US7849656B2 (en) * 2008-04-18 2010-12-14 Anchor Wall Systems, Inc. Dry cast block arrangement and methods
US20100303555A1 (en) * 2009-06-02 2010-12-02 Allan John Herse Concrete block for wall, walls having such blocks, and methods
US8341907B1 (en) * 2012-04-09 2013-01-01 Gourley Mervin D Structurally reinforced modular buildings
GB2573501B (en) * 2018-03-29 2020-09-16 Tectonic Facades Ltd Building member

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US707444A (en) * 1901-10-10 1902-08-19 J N Moses & Co Masonry wall and bricks for same.
US743391A (en) * 1903-05-29 1903-11-03 Frank E Kidder Building block and wall.
US1461851A (en) * 1922-05-08 1923-07-17 Kagermeier Frank Concrete building block
FR687605A (fr) * 1930-01-02 1930-08-11 élément nouveau de construction
US2118936A (en) * 1937-09-07 1938-05-31 Malinovszky Andrew Wall structure
US2145187A (en) * 1938-04-05 1939-01-24 Edward G Miller Building blocks for hollow walls
US2881613A (en) * 1955-06-23 1959-04-14 Structural Clay Products Res F Reinforced brick masonry wall and brick therefor
US3562988A (en) * 1969-06-24 1971-02-16 Lock Block Co Z Building blocks, bricks, tile, panels and the like
FR2142579A1 (fr) * 1971-06-21 1973-02-02 Areco
DE2230055A1 (de) * 1972-06-20 1974-01-10 Erich Nusko Bausatz zum zusammensetzen von abteilungswaenden, regalwangen, zaeunen, gittern oder dergleichen
DE2419419A1 (de) * 1974-04-23 1975-11-06 Robert Giesler Vorgefertigte beton-stuetzmauer
DE2436832A1 (de) * 1974-07-31 1976-02-19 Robert Giesler Bauteilsatz zum errichten von begrenzungsbauwerken
US4003172A (en) * 1975-09-30 1977-01-18 Pawl Walter S Peripherally grooved building blocks in a wall construction
FR2376269A1 (fr) * 1976-09-06 1978-07-28 Thepenier Henri Elements de construction avec dispositifs multiples d'accrochages et d'assemblages par mortaises profilees coordonnees reliees entre elles a l'aide de clavettes. production de facades en tout genre par dispositifs de cliches
DE3118487A1 (de) * 1981-05-09 1982-11-25 Reinhard 7500 Karlsruhe Juraschek Verbundsystem zum errichten von abgrenzungen und verbundstein fuer dieses system
US4448571A (en) * 1981-11-30 1984-05-15 Eckels Robert Y Panel system for slope protection
FR2571400B1 (fr) * 1984-10-05 1987-01-23 Rousset Michel Dispositif de mur de soutenement autodrainant
DE8501508U1 (de) * 1985-01-22 1985-05-09 Roth, Reiner, 6682 Ottweiler Betonformstein für Garten-, Park- und Landschaftsgestaltung

Also Published As

Publication number Publication date
DK64487A (da) 1987-08-22
DK64487D0 (da) 1987-02-09
DE3664142D1 (en) 1989-08-03
CA1286123C (fr) 1991-07-16
EP0234175A1 (fr) 1987-09-02
US4884378A (en) 1989-12-05
DK161527C (da) 1992-01-13
ATE44299T1 (de) 1989-07-15
DK161527B (da) 1991-07-15

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