EP0430890A1 - 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 - Google Patents

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 Download PDF

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Publication number
EP0430890A1
EP0430890A1 EP90810915A EP90810915A EP0430890A1 EP 0430890 A1 EP0430890 A1 EP 0430890A1 EP 90810915 A EP90810915 A EP 90810915A EP 90810915 A EP90810915 A EP 90810915A EP 0430890 A1 EP0430890 A1 EP 0430890A1
Authority
EP
European Patent Office
Prior art keywords
side walls
shield
wall
trough
element according
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
EP90810915A
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German (de)
English (en)
Other versions
EP0430890B1 (fr
Inventor
Bernhard Winkler
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
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Steiner Silidur AG
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Filing date
Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=4273205&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0430890(A1) "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
Publication of EP0430890A1 publication Critical patent/EP0430890A1/fr
Application granted granted Critical
Publication of EP0430890B1 publication Critical patent/EP0430890B1/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 present invention relates to a wall element for the dry construction of walls according to the preamble of independent claim 1, a kit for fastening embankments according to claim 16 and embankment wall formed with the kit according to claim 22.
  • CH-A-587 390 a similar element is described, but which is intended for layering and for this purpose has two groove-like depressions arranged perpendicular to the plate on the underside of the floor come to rest.
  • the shield is formed higher than the side walls, so that upper elements arranged on a gap lie behind the shields of the two elements underneath, and are thus pressed downward by the weight.
  • the troughs are filled with soil or humus and can be planted. On the one hand, this allows the concrete wall to be planted with greenery, and on the other hand, the roots of the plants create a connection backwards to the grown soil.
  • both the shield and wing extend beyond the side walls on both sides.
  • a transverse wall in the trough divides it into a front closed bowl and a rear trough that is open to the rear.
  • the widened shields and the protruding wings give further chambers that, together with the bowls in front, form calming basins near water courses or lakes in the area of the water level.
  • a planting of the rear troughs is possible in that the bowls at least make it difficult to wash the soil out of the troughs.
  • bottom wall 10 shows the fundamentally known shape with bottom wall 10, a shield 11 standing perpendicularly thereon and side walls 12, 13 arranged on both sides of bottom wall 10.
  • bottom wall 10 has two parallel sides on its underside trough-shaped depressions 14, 15.
  • the shield is rounded on the top and side and all end faces can also be rounded to create a natural stone same.
  • the shield 11 can either align laterally with the side walls in accordance with the aforementioned CH-A-587 390 or it can protrude beyond the side walls in accordance with EP-A-0 047 718.
  • the side walls 12, 13 are designed thicker than in the known embankment stone according to CH-A-587 390 and that the upper end face 12a, 13a is flattened and is located vertically above the groove-shaped recess 14, 15, such that in the case of elements laminated in the composite, the bottom wall A10 of an element A is supported below its side walls A12, A13 with side walls B12 and C13 by elements B and C located underneath.
  • the forces according to arrows P1, P2 always press on side walls 12, 13, so that no moments can act on the support points that could destroy the element.
  • the underside of the base could be formed with two lateral holding strips 16, 17 which protrude into the shield 11.
  • the shield 11 in turn could also be extended downwards, so that the wide recess 18 between the holding strips 16, 17 remains invisible from the front.
  • the plate 11 protruding laterally, at least at the top, permits the elements which are layered in the composite Fig. 1 or 2 with lots in front of the side walls 12, 13 at the rear of the shields 11 and thus get a stop against sliding forward.
  • the layered wall experiences an angle of inclination, which is determined by the thickness of the shield 11.
  • the elements can thus be layered vertically next to and on top of one another in such a way that the elements with their adjacent shields engage in these recesses 41, 42, so that no displacement by the thickness of the shields is necessary and the wall can be built up vertically. This means there is no security with the hold behind the shields and the stones only hold due to the friction, which is sufficient in many cases.
  • the design of the side walls 12, 13 according to the invention allows the elements for all applications to be provided with such slot-like recesses 51, 52, because the particularly favorable arrangement of the supports, as shown in FIG destructive force, as was possible with previous forms of training.
  • the upper end faces 12a, 13a of the side walls 12, 13 could be provided with notches 71, 72 at the same distance behind the shield 11 (FIG. 8).
  • a concrete iron 81 or the like could be inserted into these notches, around which a geotextile fabric 82 is folded and which can be inserted with its free end into the soil lying far to the rear in order to give the wall great stability .
  • This shield 91 consists of three triangular surfaces 92, 93, 94, of which the front surface 92 is arranged perpendicular to the bottom wall 95 and an isosceles or represents equilateral triangle.
  • the two further triangular surfaces 93, 94 are likewise isosceles or equilateral triangles, the base lines of which, in contrast to the first-mentioned triangle 92, now lie at the top and form the upper boundary.
  • the side walls have a shape such that, in the case of a layering in the composite, the loading of elements located one above the other only takes place via the side walls of the elements located below.
  • the holding strips 96 may only extend forward so far that they can engage in the trough behind the side triangles 93, 94.
  • the bottom wall 10 can have a recess 20 at the rear.
  • this could also be arranged in the center, so that the rear edge appears closed with a crossbar.
  • the greater weight of the elements can in particular be reduced again due to the thicker side walls.
  • the side walls 101, 102 in FIG. 11 have a greater distance at the end on the shield side than at the free end and the side walls 121, 122 in FIG. 12, on the other hand, have a smaller distance at the end on the shield side than at the free end.
  • the two embankment stones according to FIGS. 11 and 12 differ only in that, in the case of troughs 104, 124 of the same construction with a wedge-shaped widening distance between the side walls 101, 102 and 121, 122, only the shield 103, 123 at each of the two ends could be arranged.
  • the shields 103, 123 are convexly curved upwards and the front edges can be rounded.
  • This arrangement forms a trough which is open at the top and rear.
  • the shield 103, 123 protrudes the respective side walls 101, 102 and 121, 122 at least upwards, but they could also protrude laterally. This creates a hold for the upper stone when building a wall and it cannot slide forward.
  • An upwardly projecting transverse rib can be provided in the rear region of the bottom wall 104, 124 in order to form a bowl-shaped depression above the bottom wall. Such transverse ribs are not shown in FIGS. 11 and 12, since anyone can imagine such an increase.
  • the purpose of the deepening thus formed is that water can be stored so that the soil does not dry out, even if the shield is exposed to strong sunlight. This means that the plants for the greening of the wall have moisture until they can grow with their roots into the soil behind the wall.
  • the mentioned rib can serve a similar purpose in the stone according to FIG. 12, in that a constriction is also formed on the rear part of the stone in the bond of a wall.
  • Recesses 107, 108, 127, 128 are arranged on the upper end faces 105, 106, 125, 126 of the side walls 101, 102, 121, 122.
  • the shield 103 can also, if it has a tab 109 protruding below the floor 104 has to engage in these recesses and thus form a toothing.
  • the bottom wall 104 can have two depressions 130, 131 in its lower surface. These depressions 130, 131 can be parallel to the side walls 101, 102 can be arranged, but they can also form a different angle to the front face of the shield, namely in such a way that when stones are layered, the side walls 101, 102 engage in the depressions 130, 131 and thus form a side toothing.
  • the grooves can also be crossed or arranged in pairs in a V-shape in order to enable intervention when using the same stones in the arrangement according to FIG. 15 or different stones in the arrangement according to FIG. 16.
  • FIGS. 13 and 14 each show a wall, built with embankment stones according to FIG. 12. With such stones, both straight walls and concavely curved walls can be formed.
  • FIG. 16 now shows a wall as it can advantageously be built using both types of embankment stones according to FIGS. 11 and 12. Although the horizontal lines are still emphasized here, at least the regularity in vertical terms is no longer given. This gives the wall a visible surface that is more pronounced of a natural stone wall than, for example, walls according to FIGS. 13-15.
  • shields 103, 123 are shown with flat front walls, they can of course also be curved, as shown in FIGS. 13 to 16, where the shields are shown curved and pass smoothly into the side walls.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Finishing Walls (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)
  • Shielding Devices Or Components To Electric Or Magnetic Fields (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Retaining Walls (AREA)
EP90810915A 1989-11-30 1990-11-26 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 Expired - Lifetime EP0430890B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH4282/89 1989-11-30
CH428289 1989-11-30

Publications (2)

Publication Number Publication Date
EP0430890A1 true EP0430890A1 (fr) 1991-06-05
EP0430890B1 EP0430890B1 (fr) 1994-06-01

Family

ID=4273205

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90810915A Expired - Lifetime EP0430890B1 (fr) 1989-11-30 1990-11-26 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

Country Status (12)

Country Link
US (1) US5177925A (fr)
EP (1) EP0430890B1 (fr)
JP (1) JPH0473328A (fr)
CN (1) CN1052161A (fr)
AT (1) ATE106482T1 (fr)
BR (1) BR9006058A (fr)
CA (1) CA2031077A1 (fr)
DE (1) DE59005929D1 (fr)
ES (1) ES2057511T3 (fr)
NO (1) NO905152L (fr)
PT (1) PT96057A (fr)
ZA (1) ZA909485B (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2683237A1 (fr) * 1991-11-06 1993-05-07 Vidal Henri Brevets Element et systeme de parement pour une structure stabilisee en terre, et procede de moulage de l'element.
FR2692610A1 (fr) * 1992-06-18 1993-12-24 Pieyre Andre Elément de soutènement.
DE4333942A1 (de) * 1993-10-06 1995-04-13 Sf Koop Gmbh Beton Konzepte Bausatz aus Beton-Formsteinen sowie eine Vorrichtung zur Herstellung derselben
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

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB9313095D0 (en) 1993-06-24 1993-08-11 Vidal Henri Brevets Earth structures
US5564865A (en) * 1993-12-17 1996-10-15 Jansson; Jan E. Concrete module for retaining wall and improved retaining wall
US5499477A (en) * 1993-12-30 1996-03-19 Cancarb Limited Carbon black refractory system
US5568999A (en) * 1995-04-03 1996-10-29 The Tensar Corporation Retaining wall block system
US5601384A (en) * 1995-06-07 1997-02-11 Keystone Retaining Wall Systems, Inc. Plantable retaining wall
US5913790A (en) * 1995-06-07 1999-06-22 Keystone Retaining Wall Systems, Inc. Plantable retaining wall block
US5658098A (en) * 1995-07-26 1997-08-19 Hercules Manufacturing, Inc. Polymeric retaining wall building block
CA2182430A1 (fr) * 1995-08-18 1997-02-19 Michael Joseph Cowell Element de parement pour structure en terre stabilisee
USD387434S (en) * 1996-01-03 1997-12-09 Keystone Retaining Wall Systems, Inc. Front face of a plantable retaining wall block
JPH09256375A (ja) * 1996-03-18 1997-09-30 Taiyo Cement Kogyo Kk 土留めブロック
US5851088A (en) * 1997-08-04 1998-12-22 The Tensar Corporation Modular retaining wall block system including wall blocks having replaceable dual purpose facing panels and removable spacing tabs
US5987846A (en) * 1998-01-16 1999-11-23 Nahas; Michael Wallboard fastening member and methods of using the same
CH693645A5 (de) * 1999-04-29 2003-11-28 Tschuemperlin Ag A Trockenmauerelement.
US6505999B1 (en) * 2001-05-24 2003-01-14 Huesker, Inc. Retaining wall structure for soil stabilization including double layer of geogrid web material to provide high strength connection with backfill material
US8707642B2 (en) 2002-07-11 2014-04-29 Michael G. Nahas Sheet material hanging methods and hanging members therefore
US6761509B2 (en) * 2002-07-26 2004-07-13 Jan Erik Jansson Concrete module for retaining wall and improved retaining wall
US7524144B2 (en) 2004-06-22 2009-04-28 Allan Block Corporation Retaining wall
WO2010019949A2 (fr) * 2008-08-15 2010-02-18 Smart Slope, Llc Système de mur de retenue
DE102010036185A1 (de) * 2010-09-02 2012-03-08 Christian Gartner Trockenmauerelement für Schallschutzwände oder Hangabsicherungen
US9428878B2 (en) * 2012-05-22 2016-08-30 Westblock Systems, Inc. Retaining wall system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH587390A5 (fr) * 1974-09-19 1977-04-29 Winkler Bernhard
EP0047718A1 (fr) * 1980-09-05 1982-03-17 Steiner Silidur AG Bloc creux pour la construction de berges en pente
DE3722412A1 (de) * 1987-07-07 1989-03-09 Herbert Dipl Ing Kwiatkowski Offene rasterstuetzmauer aus betonsteinen

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3418774A (en) * 1967-01-06 1968-12-31 Kocher Alfred Lawrence Building block and wall made therefrom
US4016693A (en) * 1975-08-22 1977-04-12 Warren Insulated Bloc, Inc. Insulated masonry block
HU182851B (en) * 1978-06-16 1984-03-28 Betonutepitoe Vallalat Prop member for sustaining walls of reinforced soil type closing built earthworks
CH636922A5 (de) * 1979-01-04 1983-06-30 Rolf Scheiwiller Satz von stuetzmauer-elementen und dessen verwendung.
US4379659A (en) * 1980-09-05 1983-04-12 Steiner Silidur A.G. Building blocks
US4380887A (en) * 1980-10-06 1983-04-26 Lee Kenneth S Insulated structural block
US4532748A (en) * 1982-01-06 1985-08-06 Rotherham William D B Building block
US4802320A (en) * 1986-09-15 1989-02-07 Keystone Retaining Wall Systems, Inc. Retaining wall block
US5072566A (en) * 1990-09-24 1991-12-17 Zeidman Philip A Landscaping block

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH587390A5 (fr) * 1974-09-19 1977-04-29 Winkler Bernhard
EP0047718A1 (fr) * 1980-09-05 1982-03-17 Steiner Silidur AG Bloc creux pour la construction de berges en pente
DE3722412A1 (de) * 1987-07-07 1989-03-09 Herbert Dipl Ing Kwiatkowski Offene rasterstuetzmauer aus betonsteinen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN, Band 12, Nr. 87 (M-678)[2934], 19. März 1988; & JP-A-62 225 625 (SUGIAKI KUSATAKE) 03-10-1987 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2683237A1 (fr) * 1991-11-06 1993-05-07 Vidal Henri Brevets Element et systeme de parement pour une structure stabilisee en terre, et procede de moulage de l'element.
GB2261244A (en) * 1991-11-06 1993-05-12 Vidal Henri Brevets Facing element and facing system
GB2261244B (en) * 1991-11-06 1995-09-20 Vidal Henri Brevets Earth structure and facing element therefor
FR2692610A1 (fr) * 1992-06-18 1993-12-24 Pieyre Andre Elément de soutènement.
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
DE4333942A1 (de) * 1993-10-06 1995-04-13 Sf Koop Gmbh Beton Konzepte Bausatz aus Beton-Formsteinen sowie eine Vorrichtung zur Herstellung derselben

Also Published As

Publication number Publication date
CA2031077A1 (fr) 1991-05-31
ZA909485B (en) 1991-11-27
US5177925A (en) 1993-01-12
EP0430890B1 (fr) 1994-06-01
CN1052161A (zh) 1991-06-12
NO905152D0 (no) 1990-11-28
ATE106482T1 (de) 1994-06-15
BR9006058A (pt) 1991-09-24
NO905152L (no) 1991-05-31
JPH0473328A (ja) 1992-03-09
DE59005929D1 (de) 1994-07-07
ES2057511T3 (es) 1994-10-16
PT96057A (pt) 1992-08-31

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