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EP0039372B1 - Brique moulée pour talus - Google Patents

Brique moulée pour talus Download PDF

Info

Publication number
EP0039372B1
EP0039372B1 EP80104343A EP80104343A EP0039372B1 EP 0039372 B1 EP0039372 B1 EP 0039372B1 EP 80104343 A EP80104343 A EP 80104343A EP 80104343 A EP80104343 A EP 80104343A EP 0039372 B1 EP0039372 B1 EP 0039372B1
Authority
EP
European Patent Office
Prior art keywords
block
depression
web
degrees
slope
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
EP80104343A
Other languages
German (de)
English (en)
Other versions
EP0039372A1 (fr
Inventor
Helmut Gimmler
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.)
GIMMLER, LUISE MARIA, DIPL.-BETRIEBSWIRT
Original Assignee
Gimmler Luise Maria Dipl-Betriebswirt
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6101575&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0039372(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Gimmler Luise Maria Dipl-Betriebswirt filed Critical Gimmler Luise Maria Dipl-Betriebswirt
Priority to AT80104343T priority Critical patent/ATE10523T1/de
Publication of EP0039372A1 publication Critical patent/EP0039372A1/fr
Application granted granted Critical
Publication of EP0039372B1 publication Critical patent/EP0039372B1/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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
    • E01F8/023—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure made of stacked or staggered elements, e.g. hollow
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Definitions

  • the invention relates to a shaped embankment, mainly made of concrete, according to the preamble of claim 1.
  • Embankment stones are used in garden and landscape design and in road construction to cover and secure the embankments from the ground, as well as for the construction of soundproofing walls and the like. the like
  • a set of components for the mortar-free production of walls is already known, which consists of rectangular plates and for connecting the same specific binders. These trusses are designed so that they can be positively stacked, each rotated by 180 degrees relative to one another, a gap for receiving a plate being formed by the inner inclined surface of a respective lower truss and the outer inclined surface of a respective upper truss.
  • the top of the truss is trough-shaped with a flat bottom, and its underside runs parallel to it and is stepped below the inner inclined surface so that this recess is positively supported on the corresponding web of the underlying truss. (DE-A-2 922 818).
  • a wall created with these elements can be filled with gravel or soil and planted.
  • the disadvantage is the need to manufacture and maintain two different types of stone. It is also unfavorable that this set of components can only be moved in a single way, so that there is no possibility of variation when using it. Also, for example in the case of heavy downpours, the soil filled in between the plates can be easily washed out, including, of course the planting would suffer.
  • a component made of concrete or the like. for retaining walls or the like known that has a bottom parallel to the top plane-parallel, and on the top or bottom at least one, in its longitudinal direction between its side surfaces, groove-shaped recess. (DE-U-79 22 619).
  • the stone has an approximately V-shaped cross-section, with its two legs forming a very obtuse angle to one another. Since they can only absorb small horizontal forces when stacked on top of each other, the wall they built is stabilized by anchor stones laid in the ground. These anchor stones are for this purpose over flat iron or the like. connected to the anchor rods laid in the groove-shaped recesses.
  • the object of the invention is to provide a stone for the creation of plantable dry stone walls, embankment cladding or the like. to develop, which can be layered in a secure network due to its spatial design with large contact surfaces.
  • the masonry created with this should be able to transfer or absorb significant horizontal forces. It should also make it possible to create walls with different slope angles with it, even on a flat surface and with only one type of stone, without the stability of the wall being affected. Regardless of how the stones are stacked, it should also securely hold the potting soil filled in the hatches between two adjacent stones and provide enough space to accommodate larger plants or shrubbery.
  • the embankment block has two plane-parallel side surfaces 1, 2. Its top is formed by a trough 3 with a flat bottom 4, which is delimited by a front and a rear web 5, 6, each directed obliquely upwards.
  • the base is stepped and runs parallel to the trough bottom 4.
  • the raised part 7 of the base is adapted in its profile to the top trough and its heel height to the height of the rear web 6.
  • the stone front 8 is inclined forward at an angle of approximately 60 degrees and the rear 9 is inclined rearward at an angle of approximately 75 degrees.
  • the two webs 5, 6 running in alignment with the front and the rear are uniformly thick over their entire height, i.e. the inner flank 14 of the front web 5 runs parallel to the stone front 8 and the inner flank 15 of the rear web 6 runs parallel to the back 9 of the stone.
  • the upper edges of the two webs are provided with chamfers 10, 11 and 12, 13.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Architecture (AREA)
  • Revetment (AREA)

Claims (3)

1. Bloc profilé de talus pour l'érection de murs de soutènement ou d'insonorisation, revêtement de talus et constructions similaires, d'inclinaison quelconque, pouvant même être plantés, avec une seule sorte de pierre, ces blocs pouvant être posés en quinconce ou bout à bout, présentant des faces latérales parallèles (1, 2), une cavité située en haut (3) et une surface de base adaptée au côté supérieur des blocs, caractérisé en ce que la cavité (3) située en haut est limitée à l'avant et à l'arrière par une nervure respective (5, 6) dirigée obliquement vers le haut, en ce que la partie en relief de la surface inférieure à gradin (7) s'adapte par encastrement dans la cavité (3) située en haut, en ce que la gradi postérieur de la surface inférieur (7) est constitué de telle sorte qu'il s'appuie par encastrement sur la nervure postérieure (6) du bloc chaque fois posé en dessous, et en ce que l'inclinaison du côte antérieur (8) du bloc est d'environ 60° et celle du côté postérieur (9) du bloc d'environ 75° relativement à l'horizontale.
2. Bloc profilé de talus selon la revendication 1, caractérisé en ce que le flanc intérieur (14) de la nervure antérieure (5) est dirigé parallèlement au côté antérieur (8) du bloc et le flanc intérieur (15) de la nervure postérieure (6), parallèlement au côté postérieur (9) du bloc.
3. Bloc profilé de talus selon l'une des revendications 1 ou 2, caractérisé en ce que les bords supérieurs (10, 11, 12, 13) d'au moins une des deux nervures (5, 6) sont brisés c'est-à-dire biseautés.
EP80104343A 1980-05-03 1980-07-24 Brique moulée pour talus Expired EP0039372B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80104343T ATE10523T1 (de) 1980-05-03 1980-07-24 Boeschungsformstein.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3017064A DE3017064C2 (de) 1980-05-03 1980-05-03 Böschungsformstein
DE3017064 1980-05-03

Publications (2)

Publication Number Publication Date
EP0039372A1 EP0039372A1 (fr) 1981-11-11
EP0039372B1 true EP0039372B1 (fr) 1984-11-28

Family

ID=6101575

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80104343A Expired EP0039372B1 (fr) 1980-05-03 1980-07-24 Brique moulée pour talus

Country Status (3)

Country Link
EP (1) EP0039372B1 (fr)
AT (1) ATE10523T1 (fr)
DE (1) DE3017064C2 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
KR100814997B1 (ko) * 2000-08-02 2008-03-18 가부시키가이샤 시세이도 화장 종이

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4532748A (en) * 1982-01-06 1985-08-06 Rotherham William D B Building block
FR2544764B1 (fr) * 1983-04-19 1985-12-06 Rech Ste Civile Et Element de soutenement pour la confection de talus de retenue et similaires
ATE54694T1 (de) * 1985-02-18 1990-08-15 Sf Vollverbundstein Stuetzmauer.
DE3505530A1 (de) * 1985-02-18 1986-08-21 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen (beton-) formstein fuer stuetzmauern sowie stuetzmauer
US4993206A (en) * 1989-02-03 1991-02-19 National Concrete Masonry Association Interlocking building units and walls constructed thereby
FR2646448B1 (fr) * 1989-04-27 1992-03-20 Chapuis Philippe Procede de construction d'un ouvrage d'art, blocs de parements pour la mise en oeuvre dudit procede et ouvrage d'art ainsi realise
AU635397B2 (en) * 1990-03-15 1993-03-18 Anchor Wall Systems, Inc. Composite masonry block
AU644250B2 (en) * 1990-12-07 1993-12-02 Boral Hollostone Masonry (South Aust) Pty Limited Dry-stacked retaining wall and block
BE1006112A3 (fr) * 1992-08-07 1994-05-17 Interblocs S P R L Mur assemble et procede de construction du mur.
US6715965B2 (en) * 1999-09-30 2004-04-06 Redi-Rock International, Llc Retaining wall blocks and retaining walls constructed from such blocks
EP2430255A4 (fr) * 2009-05-13 2012-10-17 Andre Esterhuizen Bloc
CN102691277B (zh) * 2012-06-19 2014-10-15 陈苏亮 一种异形砌块及其构建的墙体和挡土护坡结构

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1934180A1 (de) * 1969-07-05 1971-06-03 Allg Strassenbaubedarfs Gmbh Formstein und Verfahren zur Herstellung von Abdeckungen,insbesondere Deich- und Wasserlaufbefestigungen sowie Abdeckung
CH587390A5 (fr) * 1974-09-19 1977-04-29 Winkler Bernhard
DE2519232C3 (de) * 1975-04-30 1980-05-29 Herwig 7031 Hildrizhausen Neumann Bepflanzbare Stützmauer
DE7520030U (de) * 1975-06-24 1977-06-16 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen Bauelementensatz zur erstellung von stuetzwaenden
AT357731B (de) * 1978-10-06 1980-07-25 Frei Bruno Aus rechteckplatten und binder bestehender bau- element-satz zur herstellung von mauern
DE7922619U1 (de) * 1979-08-08 1979-11-08 Quast, Dieter, Prof. Dipl.-Ing., 2875 Ganderkesee Bauelement aus beton o.dgl. fuer stuetzwaende o.dgl.

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6142713A (en) 1989-09-28 2000-11-07 Anchor Wall Systems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US7360970B2 (en) 1989-09-28 2008-04-22 Anchor Wall Systems, Inc. Composite masonry block
US7048472B2 (en) 1989-09-28 2006-05-23 Anchor Wall Systems, Inc. Composite masonry block
US6616382B2 (en) 1989-09-28 2003-09-09 Anchor Wall Systems, Inc. Composite masonry block
US6312197B1 (en) 1989-09-28 2001-11-06 Anchor Wall Systems, Inc. Composite masonry block
US5827015A (en) 1989-09-28 1998-10-27 Anchor Wall Systems, Inc. Composite masonry block
US6183168B1 (en) 1989-09-28 2001-02-06 Anchor Wall Systems, Inc. Composite masonry block
US5795105A (en) 1992-10-06 1998-08-18 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US7384215B2 (en) 1992-10-06 2008-06-10 Anchor Wall Systems, Inc. Composite masonry block
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US6113318A (en) 1992-10-06 2000-09-05 Anchor Wall Systems, Inc. Composite masonry block
US5711129A (en) 1992-10-06 1998-01-27 Anchor Wall Systems, Inc. Masonry block
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
KR100814997B1 (ko) * 2000-08-02 2008-03-18 가부시키가이샤 시세이도 화장 종이

Also Published As

Publication number Publication date
EP0039372A1 (fr) 1981-11-11
ATE10523T1 (de) 1984-12-15
DE3017064C2 (de) 1984-04-05
DE3017064A1 (de) 1981-11-19

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