EP1097273B1 - Mur, en particulier pour la stabilisation sans mortier de buissons, terrasses, talus ou analogues - Google Patents

Mur, en particulier pour la stabilisation sans mortier de buissons, terrasses, talus ou analogues Download PDF

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Publication number
EP1097273B1
EP1097273B1 EP99938228A EP99938228A EP1097273B1 EP 1097273 B1 EP1097273 B1 EP 1097273B1 EP 99938228 A EP99938228 A EP 99938228A EP 99938228 A EP99938228 A EP 99938228A EP 1097273 B1 EP1097273 B1 EP 1097273B1
Authority
EP
European Patent Office
Prior art keywords
bricks
push
dowel
wall
wall 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.)
Expired - Lifetime
Application number
EP99938228A
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German (de)
English (en)
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EP1097273A1 (fr
Inventor
Rolf Scheiwiller
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Individual
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Individual
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Filing date
Publication date
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Publication of EP1097273A1 publication Critical patent/EP1097273A1/fr
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Anticipated expiration legal-status Critical
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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
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0245—Pegs or pins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/026—Splittable building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/028—Spacers between building elements
    • E04B2002/0282—Separate spacers

Definitions

  • the invention relates to a wall, in particular for mortarless fastening of slopes, terraces, slopes or the like according to the preamble of claim 1.
  • stone walls are often also used used where the stones are so big and heavy that they are sufficiently stable due to their weight Wall bond result.
  • one Offset of the individual stone layers a certain slope angle provided to the pressure of the stuffed behind the wall To encounter soil.
  • WO-9 300 484 is a brick according to the preamble of claim 1 become known. Here it is to make a wall using Push dowels between stacked bricks, the push dowels in respective longitudinal slots on the Bottom and adjacent to the top Intervene bricks. To fix the bricks to each other is the use of a variety of Push dowels required, each in the end area of the fit each slot positively and thus one Longitudinal displacement of the bricks to each other effective prevent. Spacers between the superimposed ones This does not form bricks.
  • the invention has for its object a wall to propose appropriate bricks, the extreme simple to set up and easy and quick to set up, reliably a handsome wall and one opposite existing wall systems increased stability in the Attachment of embankments, terraces, slopes or the like is guaranteed.
  • Push anchor is provided on at least two stacked bricks includes a stop and so a mutual shift of these two bricks prevented at least in one direction of displacement.
  • the position of the stones is at least transverse given to the wall front by such a dowel what the construction of the wall with a handsome wall front facilitated.
  • the slide lock if the Stop between the dowel and brick is formed that a displacement of the upper brick from the embankment or the slope prevented. This could be done Push dowels, for example, the front edge of a brick embrace.
  • Push dowels and the bricks designed so that the Push dowels in one or more recesses in two interlocking bricks intervenes.
  • the installation position of the individual stones largely predetermined to each other, so that the establishment of the Wall can also be made by less experienced people can.
  • the push anchor could also be designed so that corresponding projections of a brick in the Intervene with dowels.
  • the push dowels are like this trained that they are on their top and / or bottom have at least one dowel cam. With this cam a brick placed on the peg can be used against a Shift are secured. Such a cam is used in a preferred embodiment in a corresponding Recess on the bottom and / or top of a brick inserted.
  • a push dowel is used a dowel cam not arranged symmetrically. This has the advantage that depending on the orientation of the push anchor there is a different offset between two laid brick. Thus the Slope angles vary due to such Offset of two bricks placed on top of each other results.
  • the invention can be a wall with a given slope angle easily by simply joining the bricks erect using the aforementioned dowels.
  • the Slope angle does not have to cover the entire height nor be constant over the entire length of the wall.
  • the offset between individual wall layers and thus the Slope angles can be set differently.
  • the offset or slope angle of the wall can also be used increasing height of the wall can be changed by the Push dowels either with the other orientation or but can also be used with different characteristics.
  • the spacers mentioned effect the above Advantages also without a combination with the described dowels.
  • stone layers can also pass through Appropriate training of the height of the push anchor is achieved become.
  • this can be optionally depending on Push dowels the joint height can be varied.
  • the joint can too by the interaction of a spacer on a brick can be achieved with a push anchor.
  • a recess in at least one Spacers for at least partially accommodating one Push anchor provided.
  • This recess can, for example for receiving an above-mentioned dowel cam one Push dowels are provided.
  • a wall according to the invention can be the different construction Adapt conditions and can at the same time in their exterior Desire to be modified.
  • the Length, height and / or width of the stones with a grid dimension Mistake. This ensures that the different sized stones without problems uniform height or uniform, flush page margin can be combined with each other.
  • the recesses for receiving dowels or parts of Push anchors can also preferably be in the Grid spacing should be arranged to keep an even distance to ensure the push dowels to be inserted.
  • the Recesses in the bricks to accommodate the push dowels or Dowel cams also open laterally in the longitudinal direction of the wall, be formed so that there is a rib or cam Stop for the dowel results. This will make one any installation position of the bricks in relation to the Push dowels in the longitudinal direction of the wall possible.
  • one or more bricks with recesses in which plantings or other decorative measures can be provided.
  • the stones can be designed so that the Viewing area is specially treated to the reputation of the To embellish walls.
  • One way to make one suitable face is to use several stones Pour whole, with corresponding predetermined breaking points be included. By breaking the stones apart there is a fracture surface at these predetermined breaking points, their view as the visible surface of the wall of a natural stone wall comes much closer than a wall of smoothly interconnected Concrete blocks.
  • the viewing area is through everyone known or future processing methods of Beautify concrete surfaces.
  • the bricks 1, 2, 3 according to FIG. 1 have the same height and width a different length 1.
  • At hers Front 4 is a decorative visible surface incorporated.
  • each stone 1, 2, 3 are one or more Recesses 5 attached, the constant distance a to each other.
  • On the underside 6 are spacers 7 mounted skid-shaped, these have a recess 8 so that there are separate front and Buttocks 9, 10 of the spacer 7 result.
  • the spacers 7 are also at a distance a from one another appropriate.
  • the length 1 of stones 1, 2, 3 are both the recesses 5 and the spacers 7 so distributed that the individual stones flush with one Edge 11, 12 (see Fig. 3) in combination of masonry different lengths can be joined together.
  • a joint 13 with a joint width f such as it is desirable for the appearance of the wall to be erected.
  • This Push dowel includes a flat base 15 and one Dowel cams 16.
  • the base 15 is in the recess 5 of the in each case lying stone 1 inserted during the Dowel cams 16 in the recess 8 of the spacers 7 intervenes between their advantage 9 and rear part 10. This results in a thrust protection of two on top of each other laid bricks 1.
  • the dimensions of the push anchor 14, the recesses 5 and the Recesses 8 are chosen so that the orientation 4 shows a vertical flush Front front 17 results.
  • the distribution of the recesses 5 and the recesses 8 over the length 1 of the stones is such that, as in Fig. 3 shown, various bricks 1, 2, 3 with flush Edge 11, 12 can be combined with one another. This leaves of course with identical stones 1, 2, 3 achieve flush wall edge 11, 12.
  • By the constant distance a between the spacers 7 or the recesses 5 is the combinability of the different stones 1, 2, 3 guaranteed in grid dimensions.
  • FIGS. 9 and 10 corresponds to the push dowel 14 according to FIGS. 5 and 6 but additionally provided with a pin 19.
  • the other bricks 21, 22, 23, 24, 25 are over others Push dowels 17 and 18 connected to each other.
  • the brick 22 has a corresponding hole 20 for receiving the Pin 19 of the push anchor 18 in its recess 5.
  • the dowel cams 16 are arranged identically with respect to the base 5 is as in the previously described dowel 14, the offset is v1 still complied with, so that the angle of repose ⁇ to is given at the height of brick 23.
  • the pin 19 provides for increased shear strength between the bricks 22 and 23. This shear strength is under special load advantageous.
  • the push-in plug 17 is between the bricks 23, 24 and 25 according to Figures 7 and 8 inserted due to the center arranged dowel cam 16 for a smaller offset v2 and correspondingly smaller slope angle ⁇ , for example with 7.5 °.
  • the stone 23 is as shown in FIG. 12 in the Center provided with a recess 26 so that it with Soil or humus can be backfilled. In the Recesses 26 can thus be planted become.
  • FIG. 13 The overall system of a wall 27 according to the invention is shown in Fig. 13 shown.
  • the result is a stable wall 27 with stones 1, 2, 3 pegged against each other appropriate stone selection can be made for optical reasons Insert niches 28.
  • Insert niches 28 In these niches 28 can decorative Measures are taken.
  • By stacking niches 29 can the planting as shown using the double niche 30 also include higher growing plants.
  • Fig. 13 there is also an expansion joint 31 between two Wall sections provided to compensate for length in the direction to enable the double arrow L.
  • 16 and 17 show two curve stones 36, 37 which like in the aforementioned exemplary embodiment as an entire block 38 are shed.
  • the notch 35 is circumferential as Predetermined breaking point provided.
  • the stones 36, 37 are trapezoidal, the angle ⁇ , the between after breaking apart at the notch 35 formed visible surface and a side surface 39, in this embodiment is less than 90 °. This means that the curve stone for laying to the outside curved (convex) curves is suitable. Otherwise corresponds the configuration of the curve stones 36, 37 the aforementioned Embodiments.
  • a wall according to the invention is relatively simple and with good, defined stability and dimensional accuracy build. Nevertheless, a high degree of flexibility in both Combination of individual stones as well as in Slope angle or offset of individual stone layers possible.

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  • 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)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)

Claims (11)

  1. Mur, en particulier pour la stabilisation sans mortier de talus, terrasses, pentes ou analogues, comportant des pierres de construction agencées les unes au-dessus des autres (1 à 3, 21 à 25) et au moins une cheville de poussée intermédiaire (14, 17, 18), qui forme, sur au moins deux pierres de construction reposant l'une sur l'autre (1 à 3, 21 à 25), une butée pour la fixation des pierres de construction les unes par rapport aux autres,
    caractérisé en ce que le dessous et le dessus adjacents de pierres de construction reposant l'une sur l'autre (1 à 3, 21 à 25) présentent à chaque fois au moins un évidement (5) sur un côté et au moins deux entretoises (9, 10) associées l'une à l'autre sur l'autre côté, la cheville de poussée (14, 17, 18) étant noyée par coopération de formes aussi bien dans l'évidement (5) qu'également entre les entretoises (9, 10).
  2. Mur selon la revendication 1,
    caractérisé en ce que la cheville de poussée (14, 17, 18) s'engage dans au moins deux pierres de construction (21, 22) devant être posées l'une sur l'autre.
  3. Mur selon une des revendications précitées,
    caractérisé en ce qu'un évidement (5, 8) est prévu sur le dessous et/ou le dessus au moins pour une partie des pierres de construction pour recevoir au moins une partie d'une cheville de poussée (14, 17, 18).
  4. Mur selon une des revendications précitées,
    caractérisé en ce qu'une cheville de poussée (14, 17, 18) présente, sur son dessus et/ou dessous, un ergot de cheville (16).
  5. Mur selon une des revendications précitées,
    caractérisé en ce qu'une cheville de poussée (14, 18) présente un ergot de cheville (16) agencé de façon asymétrique.
  6. Mur selon une des revendications précitées,
    caractérisé en ce que différentes chevilles de poussée (14, 17) avec des ergots de cheville (16) agencés de façon différente sont prévues.
  7. Mur selon une des revendications précitées,
    caractérisé en ce que la longueur I et/ou la hauteur et/ou la largeur des pierres de construction différentes (1, 2, 3) sont différentes.
  8. Mur selon une des revendications précitées,
    caractérisé en ce que la longueur et/ou la hauteur et/ou la largeur des pierres de construction (1, 2, 3) présentent une dimension modulaire.
  9. Mur selon une des revendications précitées,
    caractérisé en ce qu'une ou plusieurs pierres de construction (23) présente des évidements (26) pour des plantations.
  10. Mur selon une des revendications précitées,
    caractérisé en ce qu'une pierre de construction (36, 37, 40, 41) présente entre une surface visible et une surface latérale (39) un angle différent de 90°.
  11. Mur selon une des revendications précitées,
    caractérisé en ce qu'une pierre de construction double (32, 33) présente un point destiné à la rupture (35) pour engendrer une surface de rupture.
EP99938228A 1998-07-14 1999-07-13 Mur, en particulier pour la stabilisation sans mortier de buissons, terrasses, talus ou analogues Expired - Lifetime EP1097273B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19831466A DE19831466A1 (de) 1998-07-14 1998-07-14 Mauer, insbesondere zur mörtellosen Befestigung von Böschungen, Terrassen, Abhängen oder dergleichen
DE19831466 1998-07-14
PCT/EP1999/004903 WO2000004239A1 (fr) 1998-07-14 1999-07-13 Mur, en particulier pour la stabilisation sans mortier de buissons, terrasses, talus ou analogues

Publications (2)

Publication Number Publication Date
EP1097273A1 EP1097273A1 (fr) 2001-05-09
EP1097273B1 true EP1097273B1 (fr) 2003-05-02

Family

ID=7873956

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99938228A Expired - Lifetime EP1097273B1 (fr) 1998-07-14 1999-07-13 Mur, en particulier pour la stabilisation sans mortier de buissons, terrasses, talus ou analogues

Country Status (4)

Country Link
EP (1) EP1097273B1 (fr)
AT (1) ATE239144T1 (fr)
DE (2) DE19831466A1 (fr)
WO (1) WO2000004239A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2813620B1 (fr) * 2000-09-01 2003-04-25 Joseph Golcheh Murs de soutenement ou merlons realises a partir d'elements prefabriques et superposes
US7757451B2 (en) * 2008-11-18 2010-07-20 Lee Lum Mark E Ventilated building block
DE102008058336A1 (de) * 2008-11-20 2010-05-27 Sf-Kooperation Gmbh Beton-Konzepte Verfahren zur Herstellung einer zwei- oder mehrschaligen Mauer sowie nach dem Verfahren hergestellte Mauer
EP2430255A4 (fr) * 2009-05-13 2012-10-17 Andre Esterhuizen Bloc
CN101949182B (zh) * 2010-09-26 2012-07-11 华侨大学 机器切割条石砌筑石墙的结构及其方法

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH663437A5 (en) * 1984-06-21 1987-12-15 Carl Schiffer Slope block
DE3810934A1 (de) * 1988-03-31 1989-10-12 Rudolf Peter Gmbh & Co Kg Kies Verfahren zum verwerten von rueck-restbeton von transportbeton
DE9013003U1 (de) * 1990-09-12 1990-11-15 Betonwerk Linden GmbH & Co. Fertigteilwerk KG, 8333 Hebertsfelden Pflasterstein
DE4038489A1 (de) * 1990-12-03 1992-06-04 Metten Produktion & Handel Bausteine fuer trockenmauern
US5161918A (en) * 1991-01-30 1992-11-10 Wedgerock Corporation Set-back retaining wall and concrete block and offset pin therefor
CA2045953C (fr) * 1991-06-28 1995-12-19 Angelo Risi Raccord de blocs pour structures murales ou elements semblables
CA2092579C (fr) * 1992-08-27 1997-10-07 Jacques Rodrigue Clavette permettant de rendre solidaires deux blocs de maconnerie tout en decalant l'un par rapport a l'autre
DE4333942A1 (de) * 1993-10-06 1995-04-13 Sf Koop Gmbh Beton Konzepte Bausatz aus Beton-Formsteinen sowie eine Vorrichtung zur Herstellung derselben
US5619835A (en) * 1996-01-25 1997-04-15 The Tensar Corporation Modular block retaining wall system
DE29703008U1 (de) * 1997-02-20 1997-04-10 Roth, Reiner, 66564 Ottweiler Betonformstein für Bruchsteinmauern

Also Published As

Publication number Publication date
DE59905339D1 (de) 2003-06-05
WO2000004239A1 (fr) 2000-01-27
DE19831466A1 (de) 2000-01-20
ATE239144T1 (de) 2003-05-15
EP1097273A1 (fr) 2001-05-09

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