EP0102637A1 - Elément de pente - Google Patents
Elément de pente Download PDFInfo
- Publication number
- EP0102637A1 EP0102637A1 EP83108721A EP83108721A EP0102637A1 EP 0102637 A1 EP0102637 A1 EP 0102637A1 EP 83108721 A EP83108721 A EP 83108721A EP 83108721 A EP83108721 A EP 83108721A EP 0102637 A1 EP0102637 A1 EP 0102637A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- embankment
- elements
- wall
- front wall
- side walls
- 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
Links
Images
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 purpose of the present invention is now to create an embankment element, the construction of which largely avoids the existing difficulties.
- the enlarged upper opening, together with the cheeks, makes it easier to fill the slope element with earth. At the same time, they result in an enlargement of the plant area in the manner of a trough, which, with the base area of the embankment element remaining the same, is further enlarged by its arrangement which is inclined with respect to the horizontal.
- 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 that 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 are also provided, 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 to the front is inclined at the top.
- the upper opening 5 is thus enlarged in terms of area compared to the lower one, which has a particularly favorable 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 inside of the front wall 1 can run vertically on the outside in the lower part 10, in spite of the inside of the front wall being inclined outwards, without problems of stability occurring.
- 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 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 in such a way that there is a positive connection between the earth and the end plate 14.
- the circle shows the various arrangement options of the slope element 11 according to the invention.
- FIGS. 8 and 9 show that the use of a corner element 15, 16 with an acute angle ⁇ means that 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 corner element 15, 16 being shorter, depending on which side of the kink is to be planted with.
- 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, due to the particularly conveniently arranged upper opening, filling with soil is very simple. 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.
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 true EP0102637A1 (fr) | 1984-03-14 |
EP0102637B1 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) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2158860A (en) * | 1984-05-16 | 1985-11-20 | Stone G Ltd | Retaining wall block |
EP0215991A1 (fr) * | 1984-03-23 | 1987-04-01 | Jean Louis Rossi | Elément de construction pour murs de soutènement destiné à être garni de végétation |
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 |
FR2604859A1 (fr) * | 1986-10-09 | 1988-04-15 | Vasseur Martine | Element pour plantations decoratives et renforcement de pentes naturelles |
EP0294326A1 (fr) * | 1987-06-05 | 1988-12-07 | Willi Ruckstuhl | Dispositif pour la fabrication de pierres moulées |
FR2622226A1 (fr) * | 1987-10-21 | 1989-04-28 | 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 |
EP0637648A1 (fr) * | 1993-07-30 | 1995-02-08 | Semmelrock Kg | Bloc de soutènement |
DE29704999U1 (de) * | 1996-11-20 | 1997-05-28 | Tschuemperlin Ag A | Böschungsstein |
AT2370U1 (de) * | 1997-08-27 | 1998-09-25 | Goetzinger Ges M B H | Böschungsstein |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH612233A5 (fr) * | 1978-01-18 | 1979-07-13 | Heinzmann Marmor Und Kunststei | |
EP0013535A1 (fr) * | 1979-01-04 | 1980-07-23 | Rolf Scheiwiller | Jeu d'éléments de mur de soutènement et son application |
DE2944550A1 (de) * | 1979-09-25 | 1981-04-09 | Zementwaren Otto Kalbermatten AG, Brig-Glis | Einkammer-bauelement |
DE3025870A1 (de) * | 1980-07-08 | 1982-02-04 | Georg Zürich Stulz | Bepflanzbares mauerelement |
-
1982
- 1982-09-08 CH CH5342/82A patent/CH665442A5/de not_active IP Right Cessation
-
1983
- 1983-09-05 DE DE8383108721T patent/DE3363776D1/de not_active Expired
- 1983-09-05 EP EP83108721A patent/EP0102637B1/fr not_active Expired
- 1983-09-05 AT AT83108721T patent/ATE20103T1/de not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH612233A5 (fr) * | 1978-01-18 | 1979-07-13 | Heinzmann Marmor Und Kunststei | |
EP0013535A1 (fr) * | 1979-01-04 | 1980-07-23 | Rolf Scheiwiller | Jeu d'éléments de mur de soutènement et son application |
DE2944550A1 (de) * | 1979-09-25 | 1981-04-09 | Zementwaren Otto Kalbermatten AG, Brig-Glis | Einkammer-bauelement |
DE3025870A1 (de) * | 1980-07-08 | 1982-02-04 | Georg Zürich Stulz | Bepflanzbares mauerelement |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0215991A1 (fr) * | 1984-03-23 | 1987-04-01 | Jean Louis Rossi | Elément de construction pour murs de soutènement destiné à être garni de végétation |
GB2158860A (en) * | 1984-05-16 | 1985-11-20 | Stone G Ltd | 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 |
FR2604859A1 (fr) * | 1986-10-09 | 1988-04-15 | Vasseur Martine | Element pour plantations decoratives et renforcement de pentes naturelles |
EP0294326A1 (fr) * | 1987-06-05 | 1988-12-07 | Willi Ruckstuhl | Dispositif pour la fabrication de pierres moulées |
FR2622226A1 (fr) * | 1987-10-21 | 1989-04-28 | 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 |
EP0637648A1 (fr) * | 1993-07-30 | 1995-02-08 | Semmelrock Kg | Bloc de soutènement |
DE29704999U1 (de) * | 1996-11-20 | 1997-05-28 | Tschuemperlin Ag A | Böschungsstein |
FR2755987A1 (fr) * | 1996-11-20 | 1998-05-22 | Tschumperlin Ag A | Element de construction creux pour eriger des murs inclines ou verticaux de talus |
AT2370U1 (de) * | 1997-08-27 | 1998-09-25 | Goetzinger Ges M B H | Böschungsstein |
Also Published As
Publication number | Publication date |
---|---|
CH665442A5 (de) | 1988-05-13 |
ATE20103T1 (de) | 1986-06-15 |
DE3363776D1 (en) | 1986-07-03 |
EP0102637B1 (fr) | 1986-05-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0102637B1 (fr) | Elément de pente | |
DE2603018C3 (de) | Behälter für Pflanzen | |
CH612238A5 (en) | Double-chamber structural element | |
CH687290A5 (de) | Bauteilsatz zur Herstellung eines Wurzelraumschutzes. | |
DE3106486C2 (de) | Lärmschutzwand | |
DE3316040C2 (fr) | ||
EP0024500B1 (fr) | Elément de construction en béton | |
CH645148A5 (en) | Embankment block for the construction of means for stabilising slopes | |
DE19710129A1 (de) | Künstliche Böschung | |
DE8532773U1 (de) | Großformatiger Beton-Formstein zur Errichtung senkrechter, bepflanzbarer Sicht- und/oder Schallschutzwänden | |
DE3316378A1 (de) | Umrandung fuer pflanzanlagen | |
DE2819894C3 (de) | Aus Betonfertigteilen zusammengesetzte Wand | |
DE2847498A1 (de) | Schallschutzwand, insbesondere fuer den laermschutz an verkehrswegen | |
DE8305352U1 (de) | Böschungselement | |
CH648185A5 (de) | Betonbehaelter, insbesondere zum aufstellen von pflanzen. | |
WO1991006709A1 (fr) | Mur antibruit constitue de corbeilles en fil metallique | |
DE2460750C3 (de) | Gartenbaustein | |
DE4208286A1 (de) | Laermschutz- und hangstuetzwand aus bauchigen drahtgittermatten | |
DE3325063A1 (de) | Blumenkasten | |
DE8305162U1 (de) | Beton-pflanzstein | |
DE2757042C2 (de) | Wellenbrechende Uferbefestigung | |
DE8223515U1 (de) | Betonring zur bildung von terrassen und mauern | |
DE2727749A1 (de) | Schallabsorbierender laermschutzschirm aus betonfertigteilen und erdauffuellung | |
DE2460412A1 (de) | Betonfertigteil | |
DE3231000C2 (de) | Betonring zur Bildung von Mauern und seine Verwendung |
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 |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19840908 |
|
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 FR GB IT LI LU NL SE |
|
REF | Corresponds to: |
Ref document number: 20103 Country of ref document: AT Date of ref document: 19860615 Kind code of ref document: T |
|
ET | Fr: translation filed | ||
REF | Corresponds to: |
Ref document number: 3363776 Country of ref document: DE Date of ref document: 19860703 |
|
ITF | It: translation for a ep patent filed |
Owner name: SAIC BREVETTI S.R.L. |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 19860930 Year of fee payment: 4 |
|
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 | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19890905 Ref country code: AT Effective date: 19890905 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 19910823 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19910829 Year of fee payment: 9 |
|
EPTA | Lu: last paid annual fee | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19920905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19920906 |
|
ITTA | It: last paid annual fee | ||
EUG | Se: european patent has lapsed |
Ref document number: 83108721.8 Effective date: 19930406 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 19980821 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19980827 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19980908 Year of fee payment: 16 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19990930 |
|
BERE | Be: lapsed |
Owner name: A.G. HUNZIKER & CIE Effective date: 19990930 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20000401 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20000531 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20000401 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PUE Owner name: AG HUNZIKER & CIE TRANSFER- CREA BETON MATERIAUX S |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20020907 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20020925 Year of fee payment: 20 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030904 Ref country code: CH Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030904 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |