[go: up one dir, main page]

EP0047718B1 - Bloc creux pour la construction de berges en pente - Google Patents

Bloc creux pour la construction de berges en pente Download PDF

Info

Publication number
EP0047718B1
EP0047718B1 EP81810364A EP81810364A EP0047718B1 EP 0047718 B1 EP0047718 B1 EP 0047718B1 EP 81810364 A EP81810364 A EP 81810364A EP 81810364 A EP81810364 A EP 81810364A EP 0047718 B1 EP0047718 B1 EP 0047718B1
Authority
EP
European Patent Office
Prior art keywords
side walls
end wall
hollow block
wall
moulded hollow
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
EP81810364A
Other languages
German (de)
English (en)
Other versions
EP0047718A1 (fr
Inventor
Alfred Steiner
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.)
Steiner Silidur AG
Original Assignee
Steiner Silidur AG
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=4313652&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0047718(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Steiner Silidur AG filed Critical Steiner Silidur AG
Priority to AT81810364T priority Critical patent/ATE7718T1/de
Publication of EP0047718A1 publication Critical patent/EP0047718A1/fr
Application granted granted Critical
Publication of EP0047718B1 publication Critical patent/EP0047718B1/fr
Expired legal-status Critical Current

Links

Images

Classifications

    • 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
    • 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 a hollow form stone for the installation of embankments according to the preamble of independent claim 1.
  • embankment stones made of concrete which are suitable for fastening embankments.
  • These embankment stones consist of a base plate connecting one end wall and two side walls. This bottom plate has on its underside two channel-shaped depressions that run parallel to the side walls and continue through the end wall. When layering, the depressions are placed over the side walls of the lower row, so that there is a toothing. While such embankment stones are very suitable for dry laying of retaining walls or the like, they cannot be used very well for the installation of bank embankments in the area of the water level, because they can never form a seal against the grown or heaped up soil.
  • embankment stone with a transverse wall parallel to the front wall and wing-like side bars on the outside promised success, according to a prospectus draft by the applicant entitled "the water spoon” from 1976.
  • embankment stones are of course considerably more expensive; but they can be easily greened from the water line and below the water line the pools separated by the transverse wall serve to calm the waves, or the depressions can be filled with bulging stones to increase the weight of the embankment stones.
  • the end wall 10 is designed in the shape of a shield as a semicircular plate, which faces the outer surface of the side walls 12, 13 has an overhang 15 and an excess height 20 with respect to the upper edges of said side walls 12, 13.
  • the trough 16 formed by the side walls 12, 13 and the bottom wall 11 is divided into two approximately identical parts by a transverse wall 17 (FIG. 1).
  • the side walls in the region of the transverse wall 17 carry two supporting walls 18, 19 which are arranged offset with respect to one another in such a way that they engage behind one another when mold hollow blocks are lined up.
  • the overhang 15 of the end face 10 is smaller than the lateral extent of the support walls 18, 19.
  • these overhangs 15 and retaining walls 18, 19 are easy to see. If the hollow form stones are laid with laterally abutting end walls, the backward slope is formed on the one hand by the troughs 16 and on the other hand by the side walls and the support walls 18, 19 engaging behind one another, in which the water is collected and the soil behind the shaped hollow stones can't wash out. In the case of concave curvatures, the end walls remain adjacent to one another and the support walls can be pulled apart until they just touch. On the other hand, with a convex curvature, the end walls can be pulled apart and the support walls remain in engagement with one another.
  • the overhangs, together with the support walls 18, 19, also allow the stones to be laid loosely and thus to make the bank fastening cheaper.
  • Fig. 3-5 show a layering of hollow form stones in loosened laying in elevation, plan and in cross section.
  • the transverse wall 21 is not formed in one piece with the side walls and the bottom wall, but is manufactured as a separate part, for the mounting of which the side walls 12, 13 each have a bead 22, 23 on their inside with a perpendicular to the Have bottom wall standing groove 25.
  • the advantage of such an embodiment can be seen in the fact that the hollow form stones above the normal water level can be completely filled with soil and then planted, whereby a biological connection with the grown soil is formed within a short time and still no flooding of the soil can occur during floods, because the protection against tearing water through the overhangs and the excess height on the one hand and the Retaining walls remain on the other hand.
  • Both embodiments of the proposed hollow form are of course also suitable for normal retaining walls, in particular in the case of loose soil or in the case of very damp underground, the long trough part with the retaining walls can be used for a heavyweight wall.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural 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)
  • Revetment (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Claims (7)

1. Bloc creux pour la construction de berges dans la zone du plan d'eau, constitué d'une paroi frontale (10) et d'une auge disposée perpendiculairement à cette paroi, formée d'une paroi de fond (11) et de deux parois latérales (12, 13), dans lequel bloc creux la paroi frontale (10) présente par rapport aux parois latérales (12, 13) une surélévation (15) en forme de courbe convexe et où on a disposé à peu près à la moitié de la longueur de l'auge une cloison transversale parallèle à la paroi frontale, délimitant un bassin de stabilisation de l'eau, et où il existe en outre sur les parois latérales (12,13) du côté extérieur, des épaulements (18, 19) faisant saillie vers l'extérieur et décalés l'un par rapport à l'autre, caractérisé en ce que la paroi frontale (10) est constituée avec des rebords (15) latéraux, disposés des deux côtés, et que les épaulements (18, 19) mesurés à partir des parois latérales (12, 13) sont plus longs que la largeur des rebords latéraux de la paroi frontale.
2. Bloc creux suivant la revendication 1, caractérisé en ce que la cloison transversale est réalisée sous la forme d'un bloc plat (21 ) séparé, et que les parois latérales (12, 13) sont pourvues vers l'intérieur de l'auge d'une rainure (25) qui est perpendiculaire à la paroi de fond (11) pour maintenir le bloc plat (21 ) en question.
3. Bloc creux suivant Ja revendication 2, caractérisé en ce que la rainure (25) est formée au moyen de deux renflements (22, 23) façonnés sur les parois latérales (12,13).
4. Bloc creux suivant la revendication 1, caractérisé en ce que la paroi de fond (11) a du moins à peu de chose près, la même épaisseur que les parois latérales (12,13) et/ou la paroi frontale (10).
5. Bloc creux suivant la revendication 1, caractérisé en ce que la paroi de fond (11 ) a une épaisseur qui est au moins le double de celle des parois latérales (12, 13) et/ou de la paroi frontale.
6. Bloc creux suivant la revendication 1, caractérisé en ce que la paroi frontale (10) a la forme d'un demi-cercle.
7. Bloc creux suivant-la revendication 1, caractérisé en ce que les épaulements (18, 19) sont disposés dans la zone de la cloison transversale (17, 21) et sont reliés en formant une seule pièce, aux parois latérales (12,13).
EP81810364A 1980-09-05 1981-09-04 Bloc creux pour la construction de berges en pente Expired EP0047718B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81810364T ATE7718T1 (de) 1980-09-05 1981-09-04 Formhohlstein fuer die verbauung von uferboeschungen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH6699/80 1980-09-05
CH669980 1980-09-05

Publications (2)

Publication Number Publication Date
EP0047718A1 EP0047718A1 (fr) 1982-03-17
EP0047718B1 true EP0047718B1 (fr) 1984-05-30

Family

ID=4313652

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81810364A Expired EP0047718B1 (fr) 1980-09-05 1981-09-04 Bloc creux pour la construction de berges en pente

Country Status (3)

Country Link
EP (1) EP0047718B1 (fr)
AT (1) ATE7718T1 (fr)
DE (1) DE3163893D1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5474405A (en) * 1993-03-31 1995-12-12 Societe Civile Des Brevets Henri C. Vidal Low elevation wall construction
US5487623A (en) * 1993-03-31 1996-01-30 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5797706A (en) 1993-06-24 1998-08-25 Societe Civile Des Brevets Henri Vidal Earth structures

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2604859B1 (fr) * 1986-10-09 1988-12-16 Vasseur Martine Element pour plantations decoratives et renforcement de pentes naturelles
DE3810031A1 (de) * 1987-12-14 1989-06-22 Rausch Peter Boeschungsbaustein
US5108231A (en) * 1989-01-16 1992-04-28 Peter Rausch Embankment block
BR9006058A (pt) * 1989-11-30 1991-09-24 Steiner Silidur Ag Elemento de alvenaria para alvenaria em seco de muros,conjunto de construcao para a fixacao de taludes e muros em talude formando com o conjunto de construcao
EP0472792A1 (fr) * 1990-08-31 1992-03-04 Johannes Willem Joubert Bloc de construction
DE9307598U1 (de) * 1993-05-19 1993-07-29 Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf Bausatz für eine Stützmauer
CH693645A5 (de) * 1999-04-29 2003-11-28 Tschuemperlin Ag A Trockenmauerelement.
US6761509B2 (en) * 2002-07-26 2004-07-13 Jan Erik Jansson Concrete module for retaining wall and improved retaining wall
DE202004001058U1 (de) * 2004-01-24 2004-04-22 Herold, Andreas, Dipl.-Ing. Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung
CN101608485B (zh) * 2008-06-16 2013-03-06 孙希贤 绿化砌块及其组成的绿化体
DE102010036185A1 (de) * 2010-09-02 2012-03-08 Christian Gartner Trockenmauerelement für Schallschutzwände oder Hangabsicherungen
US9850634B1 (en) * 2016-08-08 2017-12-26 Coastal Resilience Group, L.L.C Aquatic protective unit

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH459516A (de) * 1966-07-08 1968-07-15 Ulrich Loew Und Theo Manz Arch Mehrzweckbaustein und dessen Verwendung zur Erstellung von Mauerwerk
GB1385207A (en) * 1972-05-09 1975-02-26 Dytap Constr Holding Masonry block
CH612238A5 (en) * 1978-10-23 1979-07-13 Kalbermatten Otto Zementwaren Double-chamber structural element

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Prospekt "der Wasserlöffel", Steiner Silidur AG, 1976 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5474405A (en) * 1993-03-31 1995-12-12 Societe Civile Des Brevets Henri C. Vidal Low elevation wall construction
US5487623A (en) * 1993-03-31 1996-01-30 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5507599A (en) * 1993-03-31 1996-04-16 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5797706A (en) 1993-06-24 1998-08-25 Societe Civile Des Brevets Henri Vidal Earth structures

Also Published As

Publication number Publication date
DE3163893D1 (en) 1984-07-05
EP0047718A1 (fr) 1982-03-17
ATE7718T1 (de) 1984-06-15

Similar Documents

Publication Publication Date Title
EP0047718B1 (fr) Bloc creux pour la construction de berges en pente
EP0319465B1 (fr) Assortiment de pierres en béton pour murs pour construire un mur empilé à sec
DE68910631T2 (de) Bepflanzbare Stützmauer mit Nischen, welche als verlorene Schalung benutzt werden können.
EP0668405B1 (fr) Eléments de talus pour la protection et la stabilisation d'une pente
DE2537408C3 (de) Baustein zur Herstellung einer bepflanzbaren Stützmauer
CH666510A5 (de) Anordnung zum erstellen einer begruenbaren steilboeschung.
EP0430890A1 (fr) Elément de paroi pour la construction à sec de murs, système constructif pour la fixation de pentes et paroi de soutènement obtenue par le système
EP0039372A1 (fr) Brique moulée pour talus
DE3344974A1 (de) Boeschungsstein sowie verfahren zum aufbau einer damit erstellten hangbefestigung
EP0322668A1 (fr) Elément de construction pour l'érection d'un mur et mur érigé à l'aide de ces éléments
EP0322667B1 (fr) Méthode pour construire un mur, un élément de construction et une dalle de liaison pour l'exécution de la méthode et mur construit suivant cette méthode
DE2618459A1 (de) Verfahren zum befestigen von boden an boeschungen
DE3530049A1 (de) Vorgefertigter hangstein aus beton
EP0102637B1 (fr) Elément de pente
CH618318A5 (en) Receptacle for receiving plants which is in the form of a structural element, and use of the receptacle
EP0286957B1 (fr) Mur anti-bruit support de végétation
DE7614681U1 (de) Boeschungsstein
EP0034736A1 (fr) Construction de recouvrement
DE3516969C2 (de) Bepflanzbares Stützbauwerk
DE3212411A1 (de) Wasserdurchlaessiges deckwerk
DE3837243A1 (de) Formstein fuer eine bepflanzbare boeschungssicherung
DE2908578A1 (de) Beton-bauelement
DE20306485U1 (de) Steinkorb
AT397523B (de) Verfahren zur stabilisierung von erdbauten und/oder natürlichen hügelhängen
DE8903494U1 (de) Böschungsstein

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 LU NL SE

17P Request for examination filed

Effective date: 19820305

ITF It: translation for a ep patent filed
GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

REF Corresponds to:

Ref document number: 7718

Country of ref document: AT

Date of ref document: 19840615

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3163893

Country of ref document: DE

Date of ref document: 19840705

ET Fr: translation filed
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
REG Reference to a national code

Ref country code: FR

Ref legal event code: CL

REG Reference to a national code

Ref country code: FR

Ref legal event code: RL

REG Reference to a national code

Ref country code: FR

Ref legal event code: CL

ITTA It: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19930930

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19940218

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19940315

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19940331

Year of fee payment: 13

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: 19940904

Ref country code: GB

Effective date: 19940904

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19940905

EAL Se: european patent in force in sweden

Ref document number: 81810364.0

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19950308

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19950309

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19950316

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19950322

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19950330

Year of fee payment: 14

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19950401

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19940904

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee
EUG Se: european patent has lapsed

Ref document number: 81810364.0

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19950904

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19950930

Ref country code: CH

Effective date: 19950930

Ref country code: BE

Effective date: 19950930

BERE Be: lapsed

Owner name: STEINER SILIDUR A.G.

Effective date: 19950930

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19960531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19960601

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST