EP0039448A2 - Paroi constituée par des éléments en béton - Google Patents

Paroi constituée par des éléments en béton Download PDF

Info

Publication number
EP0039448A2
EP0039448A2 EP81103058A EP81103058A EP0039448A2 EP 0039448 A2 EP0039448 A2 EP 0039448A2 EP 81103058 A EP81103058 A EP 81103058A EP 81103058 A EP81103058 A EP 81103058A EP 0039448 A2 EP0039448 A2 EP 0039448A2
Authority
EP
European Patent Office
Prior art keywords
wall
elements
wall according
wall elements
edge
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.)
Withdrawn
Application number
EP81103058A
Other languages
German (de)
English (en)
Other versions
EP0039448A3 (fr
Inventor
Menno Leling
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.)
SF-Vollverbundstein-Kooperation GmbH
Original Assignee
SF-Vollverbundstein-Kooperation 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
Priority claimed from DE19803016800 external-priority patent/DE3016800A1/de
Priority claimed from DE19808028503 external-priority patent/DE8028503U1/de
Application filed by SF-Vollverbundstein-Kooperation GmbH filed Critical SF-Vollverbundstein-Kooperation GmbH
Publication of EP0039448A2 publication Critical patent/EP0039448A2/fr
Publication of EP0039448A3 publication Critical patent/EP0039448A3/fr
Withdrawn legal-status Critical Current

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
    • 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
    • E01F8/024—Beam-type, e.g. square-set
    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements

Definitions

  • the invention relates to a wall of plate-shaped wall elements, in particular made of concrete, which are joined by plug connections and which are provided with upright recesses extending from the edge for the entry of an adjacent wall element.
  • the invention has for its object to propose a wall made of prefabricated components, in particular concrete elements, which gets by with extremely simple, largely uniform wall elements and an equally simple assembly with the aid of plug connections, moreover with good stability and sound insulation also aesthetically satisfying.
  • the wall according to the invention is characterized in that the (plate-shaped) wall elements are directed at an angle to the wall plane which is less than 90 °.
  • the wall elements are preferably at an angle of 45 ° to the wall plane and at 90 ° to one another.
  • the structure of the structure according to the invention roughly has the shape of a pair of Nuremberg scissors.
  • Plate-shaped wall elements extend in a zigzag shape in the wall plane.
  • Several layers of wall elements with such a relative position are arranged one above the other in such a way that the wall elements of one layer are directed at an angle of 90 ° to the wall elements of the adjacent layers, that is to say above or below them.
  • Within such a layer of wall elements they are directed parallel to one another and at equal distances from one another.
  • the rectangular, plate-shaped wall elements are provided with three recesses which are arranged at equal distances from one another and extend from the upper and lower edge of the wall element.
  • the recesses have a transverse dimension corresponding approximately to the thickness of a wall element to be connected.
  • Wall element is at this embodiment connected via plug connections with three transverse or at 90 ° directed wall elements of the adjacent location.
  • the invention makes it possible for the first time to use prefabricated concrete elements for the creation of effective noise barriers on streets, highways, in squares, etc.
  • the surface design of the present wall is extremely sound absorbing due to the changing positions of the wall elements from layer to layer. This effect can be increased by planting, which at the same time ensures an appealing exterior of the noise protection wall in relation to the noise protection walls made of metal and plastic that have been customary up to now.
  • the wall according to the invention is provided with a (back) filling made of earth, soil, sand or the like. The backfilling of the ground allows planting, with recesses within the wall elements and between them allowing the plant to pass through.
  • measures are taken to keep the backfill made of soil or sand within the cavities formed by the wall elements despite the recesses formed therein and between them.
  • special shaped concrete blocks in the form of support brackets are provided, which are placed on free edges of the wall elements or recesses thereof, such that outwardly protruding support plates receive and support the backfilling of the wall, forming an embankment.
  • these support brackets have the task of collecting precipitation, in particular rainwater, and directing it through a support plate inclined towards the wall into the interior of the wall and thus to the plants or to the ground.
  • the wall shown in FIGS. 1 and 2 as a preferred embodiment or a section thereof can be used with particular advantages as a noise barrier. It is made up of plate-shaped wall elements 10 (FIG. 4) Lich composed by plug connections. All wall elements 10 are directed at an angle to the (imaginary) wall plane 11, namely here at an angle of 45 °.
  • the rectangular wall elements 10 arranged in an upright position are set in individual layers 12a, 12b, 12c.
  • the wall elements 10 of a layer 12a, 12b .. are connected to the wall elements 10 of the layer extending above or below.
  • the wall elements 10 of one layer 12a, 12b .. are aligned parallel to one another, but offset by 90 ° with respect to the wall elements 10 of the adjacent layers.
  • the wall elements 10 of the one layer 12a, 12b .. therefore lie "crosswise" to the wall elements 10 of the adjacent layers 12a, 12b .. This results in a supporting structure which, as shown in FIG. 1, resembles the image of a pair of Nuremberg scissors .
  • a plurality of layers 12a, 12b, 12c .. can be arranged one above the other, the wall elements 10 of a layer 12a, 12b .. extending in the same planes with the wall elements 10 of the next layer 12a, 12b ..
  • the supporting structure described so far is - predominantly - composed of rectangular, plate-shaped wall elements 10 in the embodiment according to FIG. 1.
  • Each wall element 10 is accordingly provided with upper and lower recesses 3a, 13b, 13c and 14a, 14b, 14c, which extend from the upper edge 15 and lower edge 16 of the plate-shaped wall element 10 in an upright direction.
  • the recesses 13a, 13b, 13c and 14a, 14b, 14c have a rectangular shape.
  • the transverse dimension, that is to say the width of the recess 13, 14, corresponds approximately to the thickness of the wall element 10.
  • the central recess 13b or 14b lies in the upright, central transverse plane of the wall element 10, while the edge-side recesses 13a and 13c or 14a and 14c are arranged at a distance from the side edge of the wall element 10 to form an edge-side projection 17.
  • the dimensions of the recesses 13a..14a .. is approximately one third of the construction height of the wall element 10.
  • a wall element 10 made of unreinforced concrete this has a thickness of about 8 cm.
  • the longitudinal dimension (dimension in the plane at an angle to the wall plane 11) is 125 cm.
  • the height dimension is chosen to be 60 cm.
  • Such a wall element 10 can be produced lying flat on a finishing board of customary dimensions in a concrete block machine.
  • the projections 17 formed at the corners of the wall element 10 are somewhat opposite Margins 15 and 16 reset. As a result, these projections 17 are not pressurized by a laterally acting clamp or by their jaws.
  • a stable wall of considerable construction height can be created by arranging a plurality of layers 12a, 12b.
  • Each wall element is connected at the top edge 15 and at the bottom edge 16 at three points by means of a positive connection to adjacent, transverse wall elements.
  • the dimensions of the wall transversely to the wall plane 11 are therefore relatively small despite high stability and relatively high resilience.
  • the wall elements 10 can, as shown, be provided with through openings 20. These are each in the area between the recesses 13a, 14a; 13b, 14b; 13c, 14c formed levels or areas. Plants can also pass through these openings 20.
  • the upright cavities 18 can also contribute to increasing the stability and resilience in special areas of use of the wall, in that additional supporting or holding members are attached within the cavities 18.
  • one or more cavities 18 are filled with concrete, so that here an upright concrete column 21 is formed, which is partially surrounded by wall elements 10. This is made of in-situ concrete after assembling the wall.
  • the concrete column 21 is provided with a conventional reinforcement 22.
  • the concrete column 21 or another structure arranged in the cavities 18 is expediently connected to a support system anchored in the floor.
  • the wall formed from the wall elements 10 stands on a foundation 23, in particular a strip foundation made of concrete.
  • the concrete column 21 can be integrated into this foundation 23.
  • each wall element 10 with three wall elements 10 of the layers 12a, 12b, 12c .. which are adjacent upwards and downwards is interrupted in the end regions of the wall.
  • Special end elements 24 are provided there (FIG. 7). With correspondingly shorter dimensions, these are provided with only two recesses 13a, 13b or 14a, 14b, which, however, fit into the grid system of the wall elements 10 in terms of size and dimension.
  • the end element 24 of a layer 12a, 12b .. is connected to a subsequent wall element 10 and a further end element 24 of the adjacent layer 12a, 12b .. downwards or upwards.
  • edge elements 25 (FIG. 6). These correspond to a wall element 10 which is divided in a horizontal longitudinal center plane - but without the openings 20 proposed there.
  • the edge elements 25 are therefore only provided on one side with three recesses 13a, 13b, 13c or 14a, 14b, 14c.
  • a lower or upper continuous, smooth end edge 26 forms a support on the base 23 or the like at the bottom.
  • the edge elements 25 designed in this way form a smooth closure of the wall at the top.
  • the surfaces or visible surfaces of the wall elements 10 can be structured differently in a special way. This creates very different visual impressions depending on the direction of view of the wall.
  • the surface facing upwards when the wall elements 10 are manufactured can be provided with grooves 27, which are produced during manufacture by a press die which can be lowered onto the concrete mold from above.
  • the grooves 27 in the present case (FIG. 5) with a trapezoidal cross section also have the effect that the press ram can be lifted from the surface of the wall element 10 without interference, namely without loosening concrete parts.
  • the assembly of the wall elements 10 described or the erection of a wall is carried out in such a way that the individual layers 12a, 12b .. are placed one after the other, in each case by inserting the wall elements 10 into the recesses 13a, 13b, 13c of a wall element 10 position.
  • the wall elements 10 can be handled with a light lifting device, for example with a small crane present on a transport vehicle (truck). This expediently engages in the openings 20 of the wall elements 10 with the appropriate loading gear.
  • the cavities 18 formed by the wall elements 10 in the assembled state are preferably provided with a backfill 32, which consists of sand, gravel, but preferably of soil, which allows growth in the area of openings and recesses in the wall.
  • a backfill 32 which consists of sand, gravel, but preferably of soil, which allows growth in the area of openings and recesses in the wall.
  • special supports for the backfill 32 are arranged here, namely support brackets 31 designed as separate concrete blocks.
  • These consist of a table-like support plate 33, which extends transversely to the plane of the wall element 10 and projects on the outer side, that is to say opposite the backfill 32.
  • the support brackets 31 are arranged on a (lower) edge 30 of the opening 20, so that the backfill 32 is open here the support plate 33 forms a "natural" slope 38.
  • the support plate 33 is formed with an inclined upper bearing surface 39. Due to the inward sloping inclination of the support surface 39, water that is collected is directed inward into the backfill 32 by precipitation and thereby irrigates the plants.
  • a bead-like elevation 36 is arranged on the outer edge of the support plate 33.
  • the support brackets 31 designed as a simple concrete molding are positively connected to the wall element 10 by being plugged on.
  • two legs 34 and 35 are formed on the underside of the support bracket 31 or the support plate 33, which extend on both sides of the area of the wall element 10 facing the opening 20, that is to say they embrace this part in a form-fitting manner.
  • the inner leg is longer, so that the adjacent backfill 32 embeds and supports the support bracket 31.
  • a plurality of support brackets 31 can be arranged next to one another in the region of an opening 20, as can be seen from FIG. 4.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (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)
  • Panels For Use In Building Construction (AREA)
EP81103058A 1980-05-02 1981-04-23 Paroi constituée par des éléments en béton Withdrawn EP0039448A3 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19803016800 DE3016800A1 (de) 1980-05-02 1980-05-02 Wand aus betonelementen
DE3016800 1980-05-02
DE8028503U 1980-10-25
DE19808028503 DE8028503U1 (de) 1980-10-25 1980-10-25 Bauteilsatz fuer waende, stuetzmauern u.dgl.

Publications (2)

Publication Number Publication Date
EP0039448A2 true EP0039448A2 (fr) 1981-11-11
EP0039448A3 EP0039448A3 (fr) 1982-07-14

Family

ID=25785254

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81103058A Withdrawn EP0039448A3 (fr) 1980-05-02 1981-04-23 Paroi constituée par des éléments en béton

Country Status (4)

Country Link
EP (1) EP0039448A3 (fr)
CA (1) CA1153575A (fr)
DK (1) DK194481A (fr)
NO (1) NO811467L (fr)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2559028A1 (fr) * 1984-02-07 1985-08-09 Tuyaux Bonna Recifs artificiels sous-marins et plaques prefabriquees pour la construction de ces recifs
EP0167720A2 (fr) * 1984-04-10 1986-01-15 Geotech-Lizenz AG Elément pour la construction de murs de soutènement à claire-voie remblayés par des matériaux en vrac
DE3607886A1 (de) * 1986-03-10 1987-09-17 Peter Wawrzinek Variables element zur nutzung als paravent, raumteiler o.dergl.
US4785604A (en) * 1987-03-17 1988-11-22 Johnson Jr Robert H Collapsible gridworks for forming structures by confining fluent materials
FR2617890A1 (fr) * 1987-07-06 1989-01-13 Sauvage Ets Victor Procede de construction d'une structure funeraire
US4945689A (en) * 1987-03-17 1990-08-07 Johnson Jr Robert H Collapsible gridwork for forming structures by confining fluent materials
FR2680189A1 (fr) * 1991-08-05 1993-02-12 Lambert Yves Mur en plaques modulaires.
FR2732991A1 (fr) * 1995-04-14 1996-10-18 Joseph Perasso Et Ses Fils Element de construction prefabrique
EP0860109A3 (fr) * 1997-02-20 1999-01-20 Ebenseer Betonwerke AG Eléments de construction préfabriqués et construction réalisée avec ceux-ci
US6817806B1 (en) 2001-02-28 2004-11-16 Al M. Arellanes Fluent material confinement system
US7591611B2 (en) 2001-02-28 2009-09-22 Geocell Systems, Inc. Fluent material confinement system
WO2009115813A2 (fr) * 2008-03-20 2009-09-24 Graham George Ellis Elément de construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
LU59882A1 (fr) * 1968-11-30 1970-01-26
FR2421243A1 (fr) * 1978-03-31 1979-10-26 Peller Et Cie Entr Albert Mur d'isolation phonique

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
LU59882A1 (fr) * 1968-11-30 1970-01-26
FR2421243A1 (fr) * 1978-03-31 1979-10-26 Peller Et Cie Entr Albert Mur d'isolation phonique

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2559028A1 (fr) * 1984-02-07 1985-08-09 Tuyaux Bonna Recifs artificiels sous-marins et plaques prefabriquees pour la construction de ces recifs
EP0167720A2 (fr) * 1984-04-10 1986-01-15 Geotech-Lizenz AG Elément pour la construction de murs de soutènement à claire-voie remblayés par des matériaux en vrac
EP0167720A3 (en) * 1984-04-10 1987-06-16 Geotech-Lizenz Ag Building element for supporting grid walls with a bulk material filling
DE3607886A1 (de) * 1986-03-10 1987-09-17 Peter Wawrzinek Variables element zur nutzung als paravent, raumteiler o.dergl.
US4945689A (en) * 1987-03-17 1990-08-07 Johnson Jr Robert H Collapsible gridwork for forming structures by confining fluent materials
US4785604A (en) * 1987-03-17 1988-11-22 Johnson Jr Robert H Collapsible gridworks for forming structures by confining fluent materials
FR2617890A1 (fr) * 1987-07-06 1989-01-13 Sauvage Ets Victor Procede de construction d'une structure funeraire
FR2680189A1 (fr) * 1991-08-05 1993-02-12 Lambert Yves Mur en plaques modulaires.
FR2732991A1 (fr) * 1995-04-14 1996-10-18 Joseph Perasso Et Ses Fils Element de construction prefabrique
EP0860109A3 (fr) * 1997-02-20 1999-01-20 Ebenseer Betonwerke AG Eléments de construction préfabriqués et construction réalisée avec ceux-ci
US6817806B1 (en) 2001-02-28 2004-11-16 Al M. Arellanes Fluent material confinement system
US7591611B2 (en) 2001-02-28 2009-09-22 Geocell Systems, Inc. Fluent material confinement system
WO2009115813A2 (fr) * 2008-03-20 2009-09-24 Graham George Ellis Elément de construction
WO2009115813A3 (fr) * 2008-03-20 2009-11-12 Graham George Ellis Elément de construction
GB2458511B (en) * 2008-03-20 2012-06-13 Graham George Ellis Building element

Also Published As

Publication number Publication date
NO811467L (no) 1981-11-03
CA1153575A (fr) 1983-09-13
DK194481A (da) 1981-11-03
EP0039448A3 (fr) 1982-07-14

Similar Documents

Publication Publication Date Title
DE2731228C2 (de) Formstein aus Beton für die Herstellung einer Stützmauer sowie aus derartigen Formsteinen hergestellte Stützmauer
EP0039372B1 (fr) Brique moulée pour talus
DE29710241U1 (de) Befestigung von Verkehrsflächen im Freien mit Pflastersteinen oder Platten
EP0039448A2 (fr) Paroi constituée par des éléments en béton
DE1811932C3 (de) Als Raumgitterwand ausgebildete Stützmauer
DE2646020C2 (de) Bauteil aus Beton für eine Raumgitterwand
DE2951485C2 (de) Bepflanzbare Stützmauer aus Betonfertigteilen
DE7830516U1 (de) Vorgefertigtes bauelement fuer mauern
DE3534437C2 (fr)
DE9216549U1 (de) Gitterplatte
EP0024500B1 (fr) Elément de construction en béton
DE3320034A1 (de) Bauelement zum herstellen eines tragbelages oder dgl.
EP0058925A1 (fr) Ensemble d'éléments étagés de construction pour l'érection de murs de soutènement, de murs antibruit et analogues
EP1083269A2 (fr) Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
EP0286957B1 (fr) Mur anti-bruit support de végétation
AT360574B (de) Stuetz- und futtermauer
DE8706694U1 (de) Lärmschutzwand
DE4014935C2 (fr)
DE8805949U1 (de) Bausatz zur Herstellung einer Wurzelschutzbrücke für Bäume
EP2331752B1 (fr) Pavage de sol constitué de blocs moulés
DE4415595A1 (de) Rasengitterplatte
EP0860550A2 (fr) Dispositif de plantation d'arbres
DE10256684A1 (de) Bodenbelagelement aus Kunststeinmaterial
DE8710405U1 (de) Lärmschutzwand
WO2007042163A1 (fr) Brique moulee permettant de realiser des revetements de sol et revetement de sol correspondant

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 NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

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

17P Request for examination filed

Effective date: 19820803

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19841101

RIN1 Information on inventor provided before grant (corrected)

Inventor name: LELING, MENNO