EP0058731A1 - Mur composé d'une pluralité d'éléments de construction - Google Patents

Mur composé d'une pluralité d'éléments de construction Download PDF

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Publication number
EP0058731A1
EP0058731A1 EP81101221A EP81101221A EP0058731A1 EP 0058731 A1 EP0058731 A1 EP 0058731A1 EP 81101221 A EP81101221 A EP 81101221A EP 81101221 A EP81101221 A EP 81101221A EP 0058731 A1 EP0058731 A1 EP 0058731A1
Authority
EP
European Patent Office
Prior art keywords
walls
cross member
components
longitudinal wall
wall
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
EP81101221A
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German (de)
English (en)
Other versions
EP0058731B1 (fr
Inventor
Paul Francis Boller
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 DE8181101221T priority Critical patent/DE3171442D1/de
Priority to EP81101221A priority patent/EP0058731B1/fr
Priority to AT81101221T priority patent/ATE14462T1/de
Publication of EP0058731A1 publication Critical patent/EP0058731A1/fr
Application granted granted Critical
Publication of EP0058731B1 publication Critical patent/EP0058731B1/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
    • E02D29/0216—Cribbing walls
    • 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

Definitions

  • the present invention relates to a set of components for the construction of plantable element walls composed of a multiplicity of components, which serve as soundproof walls, retaining walls and rock cladding, and to a use of the components for the construction of element walls.
  • Each component has at least two parallel crossbeams, each with an upward and downward bearing surface, which lie in two mutually parallel planes, with two parallel beams that are parallel to one another, oriented at right angles to the crossbeams, and lying between the planes Crossbars are made from one piece.
  • box walls have the disadvantage that when constructing berms, due to the force dissipation by the individual support cams, special engineering work is required for the static calculation of the crossbeams underneath, which leads to additional costs in planning and reinforcement. Furthermore, the horizontal forces are introduced into the foundations via the frame to the crossbeam cams. Special engineering work is also required for the static verification of these frames. This in turn leads to additional costs in planning and reinforcement. In addition, the height of the wall is limited because the cams of the lowest elements can no longer absorb the forces that occur.
  • the plants can thrive optimally through a sufficiently dimensioned distance between the reinforced concrete elements, which quickly leads to a good, sound-absorbing effect.
  • Another feature of the invention is that the components are used in alternating or alternating combinations of two design modifications.
  • FIG. 1 A first modification of a component is shown in FIG. 1.
  • the component is open-framed and consists of a longitudinal wall 5 and two perpendicularly arranged cross member walls 6, 6 ', the longitudinal wall 5 in 5' and 5 "extending beyond the two quet member walls 6 and 6 'and the longitudinal wall 5 facing the cross member walls 6 and 6 'is arranged at an angle of inclination.
  • the cross member walls 6 and 6' each point an upward facing surface 7,7 'and a downward facing surface 8,8' which lie in a parallel plane.
  • FIG. 2 A second, known embodiment modification of a component is shown in FIG. 2.
  • the component consists of a longitudinal wall 1 and at least two transverse support walls 2, 2 'perpendicular to it, the longitudinal wall 1 extending in 1' and 1 '' beyond the two transverse support walls 2, 2 '.
  • the longitudinal wall 1 and the two cross member walls 2, 2 'each have an upward-facing surface 3, 4, 4' and a downward-facing contact surface which lie in two parallel planes.
  • the component according to FIG. 1 with a longitudinal wall 5 arranged at an angle of inclination ⁇ , which is oriented towards the rear, is first placed.
  • An analog component is placed on the two cross member walls 6, 6 'of the first component, but reversed, in such a way that the longitudinal wall 5 arranged at an angle of inclination comes to lie facing forward.
  • the next component is again like the bottom one in the same position on the two cross beams
  • the walls 6,6 'of the underlying one are placed and the soundproofing wall is built up to the desired height in an alternating arrangement.
  • Figures 5 and 6 show cross sections through a free-standing, plantable soundproofing wall and through a plantable retaining wall.
  • the plantable embankment is designated 10. How the filled earth material 11 is distributed in the element wall can be seen in FIGS. 5 and 6.
  • the individual components are anchored to one another in a known manner.
  • the resulting cavities in the element wall are filled with soil and can then be planted.
  • the individual components can be arranged in a back-to-back manner.
  • the component set is also characterized in that the manufacturing costs can be significantly reduced compared to known designs.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Finishing Walls (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
EP81101221A 1981-02-20 1981-02-20 Mur composé d'une pluralité d'éléments de construction Expired EP0058731B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE8181101221T DE3171442D1 (en) 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements
EP81101221A EP0058731B1 (fr) 1981-02-20 1981-02-20 Mur composé d'une pluralité d'éléments de construction
AT81101221T ATE14462T1 (de) 1981-02-20 1981-02-20 Aus einer vielzahl von bauelementen zusammengesetzte elementmauer.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81101221A EP0058731B1 (fr) 1981-02-20 1981-02-20 Mur composé d'une pluralité d'éléments de construction

Publications (2)

Publication Number Publication Date
EP0058731A1 true EP0058731A1 (fr) 1982-09-01
EP0058731B1 EP0058731B1 (fr) 1985-07-24

Family

ID=8187581

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81101221A Expired EP0058731B1 (fr) 1981-02-20 1981-02-20 Mur composé d'une pluralité d'éléments de construction

Country Status (3)

Country Link
EP (1) EP0058731B1 (fr)
AT (1) ATE14462T1 (fr)
DE (1) DE3171442D1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0115912A2 (fr) * 1983-01-11 1984-08-15 Henri C. Vidal Structure de murs et méthode de construction
DE3611042A1 (de) * 1986-04-02 1987-10-08 Ebenseer Betonwerke Gmbh Wand, insbesondere laermschutzwand, sowie fertigteile fuer eine solche wand
US5004376A (en) * 1988-06-03 1991-04-02 Henri Vidal Facing system
EP0452744A1 (fr) * 1990-04-18 1991-10-23 Ls Là„Rmschutzbau Ag Ecran anti-bruit végétalisable
DE29720479U1 (de) * 1997-11-19 1999-03-25 Bodensohn Karl Heinz Stapelbare Fertigbauteile
DE202006007522U1 (de) * 2006-05-11 2007-09-13 Bodensohn, Karl Heinz Raumgitterwand zur Verwendung als mit Erdschüttgut verfüll- und begrünbare Stütz- und Lärmschutzwände
CN102587390A (zh) * 2012-03-23 2012-07-18 广州中煤江南基础工程公司 外增强挡土支护结构

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2701673A1 (de) * 1977-01-17 1978-07-20 Adam Heinz Josef Schallschutzwand
FR2428712A1 (fr) * 1978-06-13 1980-01-11 Jaecklin Felix Paul Structures destinees a l'etablissement d'ouvrages, en particulier sous forme de murs
DE2908578A1 (de) * 1979-03-05 1980-09-11 Harry Schenk Beton-bauelement

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2701673A1 (de) * 1977-01-17 1978-07-20 Adam Heinz Josef Schallschutzwand
FR2428712A1 (fr) * 1978-06-13 1980-01-11 Jaecklin Felix Paul Structures destinees a l'etablissement d'ouvrages, en particulier sous forme de murs
DE2908578A1 (de) * 1979-03-05 1980-09-11 Harry Schenk Beton-bauelement

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0115912A2 (fr) * 1983-01-11 1984-08-15 Henri C. Vidal Structure de murs et méthode de construction
EP0115912B1 (fr) * 1983-01-11 1988-03-30 Henri C. Vidal Structure de murs et méthode de construction
DE3611042A1 (de) * 1986-04-02 1987-10-08 Ebenseer Betonwerke Gmbh Wand, insbesondere laermschutzwand, sowie fertigteile fuer eine solche wand
US5004376A (en) * 1988-06-03 1991-04-02 Henri Vidal Facing system
EP0452744A1 (fr) * 1990-04-18 1991-10-23 Ls Là„Rmschutzbau Ag Ecran anti-bruit végétalisable
CH681314A5 (fr) * 1990-04-18 1993-02-26 Ls Laermschutzbau Ag
DE29720479U1 (de) * 1997-11-19 1999-03-25 Bodensohn Karl Heinz Stapelbare Fertigbauteile
DE202006007522U1 (de) * 2006-05-11 2007-09-13 Bodensohn, Karl Heinz Raumgitterwand zur Verwendung als mit Erdschüttgut verfüll- und begrünbare Stütz- und Lärmschutzwände
CN102587390A (zh) * 2012-03-23 2012-07-18 广州中煤江南基础工程公司 外增强挡土支护结构

Also Published As

Publication number Publication date
DE3171442D1 (en) 1985-08-29
ATE14462T1 (de) 1985-08-15
EP0058731B1 (fr) 1985-07-24

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