EP0102637B1 - Elément de pente - Google Patents

Elément de pente Download PDF

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Publication number
EP0102637B1
EP0102637B1 EP83108721A EP83108721A EP0102637B1 EP 0102637 B1 EP0102637 B1 EP 0102637B1 EP 83108721 A EP83108721 A EP 83108721A EP 83108721 A EP83108721 A EP 83108721A EP 0102637 B1 EP0102637 B1 EP 0102637B1
Authority
EP
European Patent Office
Prior art keywords
embankment
elements
front wall
slope
element 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
Application number
EP83108721A
Other languages
German (de)
English (en)
Other versions
EP0102637A1 (fr
Inventor
Hunziker & Cie. Ag
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
Application filed by Individual filed Critical Individual
Priority to AT83108721T priority Critical patent/ATE20103T1/de
Publication of EP0102637A1 publication Critical patent/EP0102637A1/fr
Application granted granted Critical
Publication of EP0102637B1 publication Critical patent/EP0102637B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
    • 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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar

Definitions

  • the present invention relates to an embankment element according to the preamble of claim 1.
  • the object of the invention is to provide an embankment element of the type mentioned above with an enlarged plantable area.
  • the embankment element which is widened like a funnel at the front, together with the cheeks, results in a larger plantable area on the embankment compared to the known elements, since plants can themselves be accommodated in the embankment element due to the enlarged earth surface. In addition, filling the embankment element with soil is made easier.
  • the planting area is enlarged in the manner of a funnel or trough while the base area of the embankment element remains the same.
  • the slope elements can be laid in a straight line or in the form of a curved or kinked line. In the latter case, corner elements with an acute angle are advantageously used.
  • embankment elements By arranging the embankment elements offset and spaced from one another, their number can be greatly reduced and a firm anchoring in the surrounding soil can be achieved. Planting areas in the embankment element alternate with those of the soil, which together form the uniform image of an embankment.
  • the upper edges of all element walls preferably run at the same height, as a result of which the embankment elements can be supported directly on the embankment elements below, without using support brackets.
  • the outside of the front wall runs vertically in the lower part, while in the upper part it has a bead-like thickening which extends over the entire width of the element.
  • the upper surface of the thickening preferably merges in the region of the side walls directly into the visible surfaces of the cheeks which act as stops.
  • the slope element shown in FIGS. 1 and 2 essentially has a front wall 1, a rear wall 2 and two side walls 3 and 4, respectively.
  • cheeks 7 and 8 acting as stops, which serve as thrust cams for overlying elements when building embankments. These stops serve as lateral boundaries for the filled soil.
  • the element has an upper opening 5 and a lower opening 6.
  • a main feature of the element can be seen in that the front wall 1 is inclined from above.
  • the upper opening 5 is thus enlarged in terms of area compared to the lower one, which has a particularly advantageous effect when filling the elements with soil, during greening, irrigation, etc.
  • the front wall has a thickening 9 which is trapezoidal in cross section at the upper end.
  • the stops 7, 8 act as guides when the elements are stacked on one another (see, for example, FIG. 3, which shows a vertical section through an embankment made of elements according to the invention).
  • FIGS. 4 and 5 show that the individual embankment elements 11 can be offset differently from one another, which can lead to side closures 12 which are inclined inwards (FIG. 4) and outwards (FIG. 5).
  • the closure 12 is formed by a closure plate 14 which essentially corresponds to a side wall 3 of the slope element 11 with a cheek 7.
  • the end plate is formed on the side facing the earth-filled space 11 such that there is a positive connection between the earth and the end plate 14.
  • FIGS. 8 and 9 show that by using a corner element 15, 16 with an acute angle ⁇ , the slope elements 11 according to the invention can also be easily installed along kinked lines.
  • Such corner elements 15, 16 can be four or polygonal, the front or rear wall 1, 2 of the corner element 15, 16 being shorter, depending on the soft side of the kink to be planted.
  • the embankment element can also have other regular or irregular polygonal shapes in addition to the quadrangular and pentagonal shown, wherein one or more of its walls can consist of angled wall sections.
  • Embankments made from elements according to the invention allow optimal plantability, since each element is open on the one hand and the root system can develop unhindered, and on the other hand, thanks to the particularly conveniently arranged upper opening, filling with soil in the simplest way. An optimal bond with the mother earth is created.
  • the optimal moistening of the soil is also guaranteed in a natural way due to the slope slope.
  • the arrangements constructed from the slope elements according to the invention have an excellent sound-absorbing effect owing to the small proportion of concrete surfaces compared to the planting areas.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Semiconductor Lasers (AREA)
  • Bipolar Transistors (AREA)
  • Glass Compositions (AREA)

Claims (10)

1. Elément de talus constitué par un cadre ouvert en haut et en bas formé d'une paroi antérieure (1), d'une paroi postérieure (2) et de parois latérales (3) et (4), caractérisé en ce que la paroi antérieure (1), au moins du côté intérieur de l'élément, est inclinée vers l'extérieur, du bas vers le haut, de telle façon que l'élément soit élargie vers l'ouverture supérieure (5) en forme d'entonnoir du côté antérieur, et que les parois latérales (3) et (4) à leur partie supérieure comportent chacune une joue (7), (8) formant butée, ces joues formant en outre une limite latérale à la partie supérieure de l'ouverture agrandie de l'élément pour retenir la terre dont celui-ci doit être rempli.
2. Elément de talus selon la revendication 1, caractérisé en ce que le cadre est quadrangulaire.
3. Elément de talus selon la revendication 1 ou 2, caractérisé en ce que le bord supérieur de la paroi antérieure inclinée est à la même hauteur que le bord des autres parois de l'élément.
4. Elément de talus selon l'une des revendications précédentes, caractérisé en ce que le côté extérieur de la paroi antérieure (1) est vertical dans la partie inférieure (10) de ce côté et comporte dans la partie supérieure un épaississement (9) en forme de renflement qui s'étend sur toute la largeur de l'élément.
5. Elément de talus selon la revendication 4, caractérisé en ce que la section droite de l'épaississement (9) est trapézoïdale.
6. Elément de talus selon la revendication 5, caractérisé en ce que la face supérieure de l'épaississement (9) se raccorde directement aux surfaces visibles antérieures des joues (7) et (8) au niveau des parois latérales (3) et (4).
7. Elément de talus selon t'une des revendica- . lions précédentes, caractérisé en ce qu'il est constitué de béton, de béton léger ou de béton contenant de l'argile boursouflée.
8. Mur ou écran en talus construit avec des éléments de talus selon l'une des revendications précédentes, caractérisé en ce que les éléments de talus (11) sont disposés en quinconce de telle façon que des espaces intermédiaires (13) soient laissés entre les éléments voisins à la même hauteur de construction. -
9. Mur ou écran en talus selon la revendication 8, caractérisé en ce que les éléments de talus (11) sont disposés suivant une ligne courbe.
10. Mur ou écran en talus selon la revendication 8 ou 9, caractérisé en ce que les éléments de talus sont disposés suivant une ligne brisée et qu'au point anguleux de celle-ci, un élément de talus (15), (16) comportant un angle aigu est disposé.
EP83108721A 1982-09-08 1983-09-05 Elément de pente Expired EP0102637B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83108721T ATE20103T1 (de) 1982-09-08 1983-09-05 Boeschungselement.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH5342/82 1982-09-08
CH5342/82A CH665442A5 (de) 1982-09-08 1982-09-08 Boeschungselement.

Publications (2)

Publication Number Publication Date
EP0102637A1 EP0102637A1 (fr) 1984-03-14
EP0102637B1 true EP0102637B1 (fr) 1986-05-28

Family

ID=4291971

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83108721A Expired EP0102637B1 (fr) 1982-09-08 1983-09-05 Elément de pente

Country Status (4)

Country Link
EP (1) EP0102637B1 (fr)
AT (1) ATE20103T1 (fr)
CH (1) CH665442A5 (fr)
DE (1) DE3363776D1 (fr)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2561684B1 (fr) * 1984-03-23 1986-12-26 Rossi Jean Louis Element de construction pour murs de soutenement destine a etre garni de vegetation
GB8412499D0 (en) * 1984-05-16 1984-06-20 Cowie A F Retaining wall block
AT384850B (de) * 1984-10-09 1988-01-11 Schmaranz Ing Rudolf Stuetz- und futtermauer aus fertigteilen
EP0262283A1 (fr) * 1986-09-29 1988-04-06 GIKEN KOGYO Co., Ltd. Bloc pour la maintenance d'environnements
FR2604859B1 (fr) * 1986-10-09 1988-12-16 Vasseur Martine Element pour plantations decoratives et renforcement de pentes naturelles
CH673428A5 (fr) * 1987-06-05 1990-03-15 Willi Ruckstuhl
FR2622226B1 (fr) * 1987-10-21 1991-02-22 Tartarin Jean Louis Elements de beton prefabriques pour la realisation de murs de soutenement paysagers
AU635397B2 (en) * 1990-03-15 1993-03-18 Anchor Wall Systems, Inc. Composite masonry block
EP0637648B1 (fr) * 1993-07-30 1998-10-28 Semmelrock SB Baustoffindustrie Ges.m.b.H. Bloc de soutènement
CH690688A5 (de) * 1996-11-20 2000-12-15 Tschuemperlin Ag A Böschungsstein.
AT2370U1 (de) * 1997-08-27 1998-09-25 Goetzinger Ges M B H Böschungsstein

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH612233A5 (fr) * 1978-01-18 1979-07-13 Heinzmann Marmor Und Kunststei
CH636922A5 (de) * 1979-01-04 1983-06-30 Rolf Scheiwiller Satz von stuetzmauer-elementen und dessen verwendung.
CH645148A5 (en) * 1979-09-25 1984-09-14 Kalbermatten Otto Zementwaren Embankment block for the construction of means for stabilising slopes
DE3025870A1 (de) * 1980-07-08 1982-02-04 Georg Zürich Stulz Bepflanzbares mauerelement

Also Published As

Publication number Publication date
DE3363776D1 (en) 1986-07-03
CH665442A5 (de) 1988-05-13
EP0102637A1 (fr) 1984-03-14
ATE20103T1 (de) 1986-06-15

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