EP0504900A1 - Elément pour le coin extérieur d'un mur de soutènement - Google Patents

Elément pour le coin extérieur d'un mur de soutènement Download PDF

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Publication number
EP0504900A1
EP0504900A1 EP92104818A EP92104818A EP0504900A1 EP 0504900 A1 EP0504900 A1 EP 0504900A1 EP 92104818 A EP92104818 A EP 92104818A EP 92104818 A EP92104818 A EP 92104818A EP 0504900 A1 EP0504900 A1 EP 0504900A1
Authority
EP
European Patent Office
Prior art keywords
wall
concrete blocks
corner
concrete block
concrete
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
Application number
EP92104818A
Other languages
German (de)
English (en)
Other versions
EP0504900B1 (fr
Inventor
Fritz Dipl.-Ing. Noack
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.)
Betonwerk Pforzheim & Co KG GmbH
Original Assignee
Betonwerk Pforzheim & Co KG GmbH
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 Betonwerk Pforzheim & Co KG GmbH filed Critical Betonwerk Pforzheim & Co KG GmbH
Priority to AT9292104818T priority Critical patent/ATE105037T1/de
Publication of EP0504900A1 publication Critical patent/EP0504900A1/fr
Application granted granted Critical
Publication of EP0504900B1 publication Critical patent/EP0504900B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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

Definitions

  • the invention relates to the formation of the corner of an interception wall made of two L-shaped concrete blocks, each of which consists of an upright wall plate and a horizontal base plate protruding therefrom at right angles and are joined together.
  • DE-PS 32 32 799 already shows the formation of an interception wall made of L-shaped concrete blocks, the upright wall discs of which have semi-cylindrical rounded side surfaces. This makes it possible to produce curved retaining walls in which the butt joints between adjoining wall panels look essentially equally good due to the curvature of their side surfaces, regardless of the angle at which they meet.
  • the present invention has for its object to provide L-shaped concrete blocks for the construction of angled retaining walls, with which the disadvantages mentioned above can be avoided.
  • the invention proposes for the first time asymmetrical L-shaped concrete blocks for the construction of interception walls made of L-shaped concrete blocks, the upright wall disc of which has a rounded flank on one side and a flat flank on the opposite side.
  • the retaining wall can be continued in the rectilinear area adjoining the corner to the next corner with known L-shaped concrete blocks, which have flat flanks on both sides, which leads to a closed appearance and makes it more difficult to wash away soil through the butt joints.
  • the base plate of one of the two concrete blocks forming the corner is preferably set up, at a distance from the underside of the wall plane which is only slightly more than the greatest thickness of the base plate of the other concrete block.
  • the two concrete blocks can then be joined together with overlapping base plates.
  • Figures 1 and 2 show an L-shaped concrete block 1 with a rectangular, horizontal base plate 2 and a wall plate 3 arranged at right angles to it and projecting on both sides, which has a flat flank 4 on the left side and a semi-cylindrical one on the right side has rounded flank 5.
  • the concrete block 6 shown in FIGS. 3 and 4 is mirror-inverted the same as the concrete block shown in FIGS. 1 and 2, it has its semi-cylindrical flank 7 on the left side and the flat flank 8 on the right side.
  • the concrete block 9 shown in FIGS. 5 and 6 differs from that shown in FIGS. 3 and 4 only in that its base plate 10 is raised, namely by a little more than the thickness of the base plate 2 of the concrete block 6.
  • FIGS. 7 and 8 show an outer corner formed from the concrete blocks 1 and 9, in which these two concrete blocks enclose an angle of 90 °.
  • the raised base plate 10 projects over the lower base plate 2 by a little more than its thickness. The upper foot plate can therefore rest on the lower foot plate - if necessary after relining.
  • Conventional concrete blocks 11, which have flat flanks, can be connected to the two concrete blocks 1 and 9 forming the corner.
  • FIG. 9 shows a top view of an outside corner in which the two concrete blocks 1 and 9 enclose an angle other than 90 °.
  • all angles between 0 ° and the critical angle determined by the striking of the foot plates are possible.
  • Figure 10 shows the formation of an inner corner for which practically any angle between 0 ° and 180 ° is possible.
  • FIG. 11 shows a top view of how different corners can be realized with the concrete blocks according to the invention in the course of a retaining wall consisting of several straight sections.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Finishing Walls (AREA)
EP92104818A 1991-03-22 1992-03-19 Elément pour le coin extérieur d'un mur de soutènement Expired - Lifetime EP0504900B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT9292104818T ATE105037T1 (de) 1991-03-22 1992-03-19 Aussenecke einer abfangmauer.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9103514U 1991-03-22
DE9103514U DE9103514U1 (de) 1991-03-22 1991-03-22 Außenecke einer Abfangmauer

Publications (2)

Publication Number Publication Date
EP0504900A1 true EP0504900A1 (fr) 1992-09-23
EP0504900B1 EP0504900B1 (fr) 1994-04-27

Family

ID=6865557

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92104818A Expired - Lifetime EP0504900B1 (fr) 1991-03-22 1992-03-19 Elément pour le coin extérieur d'un mur de soutènement

Country Status (3)

Country Link
EP (1) EP0504900B1 (fr)
AT (1) ATE105037T1 (fr)
DE (2) DE9103514U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7356970B1 (en) * 2004-03-15 2008-04-15 Frobosilo Raymond C Metal building construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH321017A (de) * 1952-12-31 1957-04-30 Meteoor Nv Betonfabriek Stützmauer mit Mauerteilen, die unter einem Winkel zueinander stehen, zusammengesetzt aus aneinanderschliessenden Elementen aus armiertem Beton, die aus einem Fuss und einem aufrecht stehenden Teil bestehen
DE3232799A1 (de) * 1982-09-03 1984-03-08 Betonwerk Pforzheim Gmbh & Co Kg, 7530 Pforzheim L-foermiger betonstein
DE9001129U1 (de) * 1990-02-01 1990-05-10 Rümmelin, Heinz, 7430 Metzingen Winkelböschungsstein mit Halbkreisgelenk für Stützmauern und Böschungsbefestigungen im Landschafts- und Gartenbau

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7420715U (de) * 1974-10-17 Reinschuetz H Bauelement für Stützmauern
US2888779A (en) * 1956-06-29 1959-06-02 John C Hostetter Garden curbing
CH587390A5 (fr) * 1974-09-19 1977-04-29 Winkler Bernhard
DE2507510A1 (de) * 1975-02-21 1976-08-26 Rawell Kg Kunststoff Und Kunst Betonfertigteil fuer stuetzwaende
DE8303057U1 (de) * 1983-02-04 1983-07-14 Willeck, Hermann, Ing.(grad.), 6334 Werdorf Eckbauelement aus beton fuer stuetzmauern
DE8326546U1 (de) * 1983-09-15 1984-02-23 Mann, Otto, 6508 Alzey Bauelement fuer stuetzmauern
DE3611042A1 (de) * 1986-04-02 1987-10-08 Ebenseer Betonwerke Gmbh Wand, insbesondere laermschutzwand, sowie fertigteile fuer eine solche wand

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH321017A (de) * 1952-12-31 1957-04-30 Meteoor Nv Betonfabriek Stützmauer mit Mauerteilen, die unter einem Winkel zueinander stehen, zusammengesetzt aus aneinanderschliessenden Elementen aus armiertem Beton, die aus einem Fuss und einem aufrecht stehenden Teil bestehen
DE3232799A1 (de) * 1982-09-03 1984-03-08 Betonwerk Pforzheim Gmbh & Co Kg, 7530 Pforzheim L-foermiger betonstein
DE9001129U1 (de) * 1990-02-01 1990-05-10 Rümmelin, Heinz, 7430 Metzingen Winkelböschungsstein mit Halbkreisgelenk für Stützmauern und Böschungsbefestigungen im Landschafts- und Gartenbau

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7356970B1 (en) * 2004-03-15 2008-04-15 Frobosilo Raymond C Metal building construction

Also Published As

Publication number Publication date
DE59200133D1 (de) 1994-06-01
ATE105037T1 (de) 1994-05-15
DE9103514U1 (de) 1991-06-27
EP0504900B1 (fr) 1994-04-27

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