EP0059820A1 - Ensemble de pierres pour l'érection de murs - Google Patents

Ensemble de pierres pour l'érection de murs Download PDF

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Publication number
EP0059820A1
EP0059820A1 EP81810089A EP81810089A EP0059820A1 EP 0059820 A1 EP0059820 A1 EP 0059820A1 EP 81810089 A EP81810089 A EP 81810089A EP 81810089 A EP81810089 A EP 81810089A EP 0059820 A1 EP0059820 A1 EP 0059820A1
Authority
EP
European Patent Office
Prior art keywords
stone
stones
trough
kit according
longitudinal
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
EP81810089A
Other languages
German (de)
English (en)
Other versions
EP0059820B1 (fr
Inventor
Rolf Scheiwiller
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.)
SCHEIWILLER, ROLF
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 AT81810089T priority Critical patent/ATE7523T1/de
Priority to EP81810089A priority patent/EP0059820B1/fr
Priority to DE8181810089T priority patent/DE3163580D1/de
Priority to US06/356,909 priority patent/US4524551A/en
Publication of EP0059820A1 publication Critical patent/EP0059820A1/fr
Application granted granted Critical
Publication of EP0059820B1 publication Critical patent/EP0059820B1/fr
Expired legal-status Critical Current

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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
    • 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
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/02—Snow fences or similar devices, e.g. devices affording protection against sand drifts or side-wind effects
    • E01F7/025—Devices specially adapted for protecting against wind, e.g. screens, deflectors or attenuators at tunnel or lock entrances
    • 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
    • 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
    • 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
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape

Definitions

  • the present invention relates to a kit for building walls, in particular free-standing and retaining walls that can be built in dry construction and is intended for the use of the kit, for example for erecting a soundproof wall.
  • kits with the most diverse elements are known in order to erect walls, for example free-standing walls, soundproof walls or retaining walls, whereby kits are also known which enable erection of walls in dry construction.
  • FIGS. 1-4 show four essential basic elements of the kit, the normal stone in FIGS. 1 and 2, the long stone in FIG. 4 and a trough stone in FIG Groove 2, which runs perpendicular to and in the middle of the two base lines, and which also has a surrounding bead 3.
  • the importance of the circumferential groove will emerge from the application examples given below, while the bead serves on the one hand to extract a split stone from a normal stone by a stroke and on the other hand, if such stones are used as slope protection, to drain rain and leachate .
  • the trough stone 11 according to Figure 3 also has a white substantial trapezoidal cross-section like the normal stone 1 and also a circumferential groove 12 and the two longitudinal grooves 13 and the longitudinal cams 14.
  • Trogstein says, it is hollow and has a bottom 15, a longitudinal wall 16 and two side walls 74. This trough stone is about three times as long as the normal stone and twice as high.
  • the long stone 18 of Figure 4 has the same length and height as the trough stone 11.
  • the circumferential groove 2 with the circumferential bead 3, the two longitudinal grooves 5 and the two longitudinal cams 7 are the same as in the normal brick.
  • this long stone has 5 bores 10. These holes can also be omitted here. Especially when using lightweight materials such as Leca, etc.
  • FIGS. 5 and 6 show two further exemplary embodiments of trough stones, both of which have the height of the normal stone and approximately three times the length.
  • 5 shows the closed trough stone 19 with the bottom 20, the longitudinal walls 21 and the transverse walls 22.
  • This trough stone has the same profile as the normal stone and has the same circumferential groove 2 and the longitudinal grooves and cams 5 and 7 respectively.
  • the circumferential groove 2 can be provided with a bead 3.
  • FIG. 6 shows a similar trough stone 23 to that of FIG. 3, with the difference that the height corresponds to that of the normal stone.
  • This stone also has the circumferential groove 12, the longitudinal grooves and longitudinal cams 13 and 14 and the shoulder 17.
  • These two trough stones have the same grip edges 8 on the longitudinal walls on like the normal stone.
  • FIG. 7 shows a support block 24 which can be placed in the trough blocks 19 and 23 and whose length is, for example, one third of that of the normal block.
  • the top of the support block corresponds to that of the transverse walls of the trough blocks 19, 23 and has the groove 25 corresponding to the circumferential groove 12 and the shoulders 26 corresponding to the two longitudinal grooves 5, 13.
  • the function of the support stone can best be seen in FIG. 18, which will be explained further below.
  • the support block 24 can be made individually or in one piece in the trough 19 or 23.
  • the support stone 24 can of course also be used as a single stone in the trough stone 11.
  • FIGS. 8 to 10 A first exemplary embodiment of a retaining wall is shown in FIGS. 8 to 10.
  • a normal block 1 rests on a foundation 27, it should also be noted that the longitudinal cams 7 bring about a good anchoring of the element: on the Normal stone rests a second normal stone, the longitudinal cams 7 of which fit into the longitudinal grooves 5.
  • On the second stone is a 1/3 stone 28, the length of which is one third of the normal stone, and at a distance from it another normal stone. You can also see the slope angle drawn in dashed lines. Above the 1/3 stone and the normal stone there is another normal stone and above it a 1/3 stone 28 and a normal stone at a certain distance from it.
  • the space between the 1/3 stone and the normal stone is filled with a plate 29, the thickness of which corresponds to the circumferential groove 2. It can be seen that this plate 29 is held on all four sides.
  • a normal stone is attached above it again.
  • a trough stone 11 can be seen, which is anchored in the foundation 27 and, above it, another trough stone is supported, on which a lintel 30 is supported, which in the present case consists of two normal stones and a 1/3 stone their two bores 10 are held together by means of reinforced concrete 31, the reinforcements 32 can also be prestressed.
  • the upper trough stone can be anchored by means of an earth anchor 33 which is inserted in the circumferential groove 12.
  • a half-stone 34 can also be seen in FIG. 8.
  • This retaining wall can be constructed either in dry construction or, if necessary, in another construction, in that the stones are either glued to one another using adhesive or connected to one another using cement. From this example you can already see the many possible variations, for example, instead of the large trough stones, the normal-height trough stones can be used or, instead of the lower two layers of normal stones, the double-length long stones can be used. In addition, all or any number of gaps can be provided with plates, the These panels can be freely selected in terms of both their color and their structure. One of the end stones described in FIGS. 27 to 30 can also be used as the upper end.
  • FIG. 11 While the wall according to FIGS. 8 to 10 has been pulled up vertically, it can be seen in FIG. 11 that this kit is ideally suited to adapting the retaining wall to the terrain, this adaptation being carried out in the vertical direction in this case.
  • a trough stone 11 anchored in the foundation 27, on which a normal stone 1 rests offset.
  • this normal stone is placed on the trough stone in reverse with the wider side 4 and it can be seen that the cam tracks formed by the longitudinal grooves 5 have the same dimensions and fit into these grooves 5.
  • the normal stone that has been set back is followed by a lintel 30 that is assembled from several stones 1 by means of reinforced concrete, and a normal stone 1 a is displaced on it. It can also be seen that this stone 1a is also set back in depth by a cam track 7. The toothing of the stones also fits exactly when offset by a cam or groove.
  • This layer of normal stones is anchored in the ground 35 by means of ground anchors 33.
  • This normal block 1 is followed, for example, by a trough block 11a, from which it can be seen that the distances between the cams 7 and 14 are also dimensioned such that it is possible to interlock the blocks if both cam sides point towards one another.
  • trough stones 11b are located above the trough stone 11a, offset by two groove tracks in depth.
  • a plate 29 is inserted into the circumferential longitudinal grooves 12 of the side walls 74 of the adjacent trough stones 11b, that is to say above the trough stone 11a.
  • a lintel 30 made of normal and / or half or third stones.
  • a trough stone according to FIG. 5 could also be used, which can be filled with soil and planted.
  • offset again in depth is a normal stone and above it a split normal stone 36, which has been split by the action on the surrounding bead 3.
  • half closing stones 37 At the top there are half closing stones 37 throughout, which are discussed in more detail below.
  • FIG. 12 shows an exemplary embodiment of a soundproof wall that can be planted, the soil not being shown for the sake of clarity.
  • the soundproofing wall 38 apart from the upper end, is constructed from trough stones 11 according to FIG. 3, but it is obvious that long stones according to FIG. 4 or other stones could be used instead, since these are all compatible with one another.
  • At the bottom one can see two trough stones 11, which face each other with their open longitudinal sides 70 and are anchored in the foundation 27, and thus form a trough which is filled with plantable soil.
  • the two paragraphs 17 of these trough stones 11 do not touch each other, but leave a certain joint 71 open.
  • this joint allows rainwater to flow off and, on the other hand, the two adjacent shoulders 72 form an additional circumferential groove 73.
  • the second, bottom row of trough stones 11, which are identical to one another as the bottom one, is longitudinal direction of the wall, so offset from the bottom row that the two supporting side walls 74 are each supported by about half the thickness.
  • the third row of trough stones 11 is then again arranged vertically above the lowest. Soundproofing plates 39 are now inserted into the grooves 12 or 73 of four trough stones 11 that are in contact. As FIG. 12 shows, one, two or three such plates can be provided per trough. This structure can be repeated up to the appropriate height of the soundproof wall and, as shown in FIG.
  • a lintel row could also be used, for example, which holds both wall parts together, or a row of smaller troughs according to FIG. 5 or a row of end stones.
  • FIG. 13 shows a section of a further embodiment of a retaining wall, long stones 18 anchored in the foundation being used as the bottom row, which are held together at the four openings by means of reinforced concrete, while the center hole 41 is kept free in this example.
  • This example shows a further means of shaping, the long stone 18a being split at the surrounding bead and the sides having the center hole 41 being turned outwards.
  • FIGS. 14 and 15 show the use of the kit for erecting a garden wall in which trough stones that can be planted are installed.
  • normal bricks 36 split on one side are placed one on top of the other and a trough element 11 is hung on the other side, the one with the outermost one Longitudinal groove 13 and the cam track adjoining it fits into the longitudinal groove 5 of the split normal block 36.
  • a series of normal stones 1 is provided, each of the longitudinal cams 7 of a split stone 36 engaging in a longitudinal groove 5 of the normal stone 1.
  • finishing stones 42 can complete the wall.
  • FIG. 16 shows another example of a soundproofing wall, in which trough stones 19 according to FIG. 5 are used, which have the same height as normal stones and approximately three times the length. These trough stones rest on half-stones 34, the bottom row of which is anchored in the foundation. A soundproofing plate 39 can be placed in the groove 2 of the trough stones 19. After the wall has been built, the individual trough stones can be filled and planted.
  • FIG. 17 shows the cross section of a garden wall, consisting of the trough elements 19 of FIG. 5 and the half stones 34. It is possible, for example, to produce discounts by means of a lowermost row of trough elements 23 and to support the rows of trough elements 34 which are split in the middle. As already mentioned, these split trough elements 44 are produced by knocking into the bead 3. Instead of the half stones 34, normal stones can of course also be used. The trough elements are then filled with soil and planted.
  • a further retaining wall is shown in the view in FIG. 18, which is composed of various elements.
  • the support blocks 24 are to be emphasized, which serve as a support for the row of normal blocks above.
  • this wall a large trough stones can be seen normal stones, small trough stones, plates 29 or sound insulation plates 39 and an upper A-b-circuit with the trough stones 19, wherein the degree is fully plantable.
  • the toothing elements on the baseline surfaces of the stones are dimensioned such that the stones can always be placed on one another with a certain amount of play. It is therefore also possible, as shown in FIG. 20, to create an arch with these stones, which also makes it possible to follow certain curvatures of the terrain.
  • Figure 20 shows normal stones, which in this example have no bores, as well as a half and a 1/3 stone. Of course, the smallest achievable radius of curvature depends on the play of the teeth and the overlaps.
  • FIG. 21 shows a first embodiment of a corner stone 45 which has the dimensions of the normal stone and has approximately the same toothing elements as about a 1/4 of its length as a center groove corresponding to the center groove 2, two longitudinal grooves and on the other side two longitudinal cams.
  • This cornerstone is rounded on the other side and has an opening 46.
  • a very large angular range can be covered with this corner stone.
  • 22 and 23 show two mutually symmetrical angle stones 47 and 48, the part without toothing being only half as high as the rest of the part with the toothing.
  • These two angle stones are also rounded at the end without toothing and have the same opening 46. It is shown in FIG. 24 that with the aid of these angle stones one can not only form an almost arbitrary angle in the horizontal direction, but also an inclination of the corner in the vertical direction by displacing the elements one above the other. It can also be seen from FIG. 24 that a different stone must be inserted between two angle stones in the same direction.
  • the openings 46 serve to pour out or insert a rod or the like.
  • angle stones which can form any angle and two of which are required to form this angle
  • angle stones which are made in one piece and form a fixed angle, for example 90 °.
  • the angle stone 49 according to FIG. 25 has the same toothing elements as the normal stone and likewise a bead 3 along the central groove 2 and can also be split. Of course, the thickness of the stone is also adapted to the other stones.
  • the corner stone 50 according to FIG. 26 has the toothings 2, 5 and 7 only at the ends of both legs, while the corner 51 is flat. If necessary, this flat corner can have the same opening 46 as the corner stones described first. It is of course also possible to produce corner stones that form an angle other than 90 °.
  • FIGS. 27 and 28 show two end stones that can be used in a variety of ways and can also be used in half if there are beads provided for this purpose.
  • the final stone 40 can be seen, as was already used in FIG.
  • This end stone has a triangular cross section with a flattened tip and has the same circumferential bead 3 as the normal stone and at its base, arranged at the same distance, the two longitudinal grooves 5.
  • this end stone has a continuous opening 75, the Cross-section corresponds to two longitudinal grooves, see FIGS. 29 and 30, in such a way that if the stone is split along the circumferential bead 3, the stone has a groove 5 on each of its two leg surfaces.
  • the end stone 40 can be used as a whole stone, for example as shown in FIG. 12, or as a half end stone 37 as in FIG. 11 or in FIGS. 29 and 30. At its base, the stone 40 can also have a groove 2 in the area of the bead 3.
  • FIG. 28 shows a further terminating stone 52 which essentially has a cuboid appearance.
  • This terminal block has on two opposite sides, symmetrical to each other, a longitudinal groove 53 and then a longitudinal cam 54, the dimensions of which correspond to those of the other longitudinal grooves and longitudinal cams.
  • FIG. 31 shows an application example of this final stone, which stone can also be connected to the stones below by means of cement or the like. It is possible to split this stone in the longitudinal direction along the line 61 and to obtain a half end stone 55 according to FIGS. 32 and 33. In FIG. 33, the final stone 52 is fastened to the lower stones by means of cement or the like. It should also be noted that the broken edges of approvedteine as V erzie- guide elements are used.
  • FIG. 34 shows a further wall, for example a windbreak wall, which is attached to a house wall 76.
  • the wall can be closed off both at the top and on the side by means of closing stones 40, these stones being able to be anchored in the wall by means of retaining brackets 56 as shown in FIG. 35.
  • FIG. 36 one can see anchoring possibility of the wall on the house wall 76, in that a rail 57 is fastened to the house wall by means of screws, the outer shape of this rail being exactly adapted to the circumferential groove 2 of the stones 1.
  • FIG. 37 shows the use of trough stones 11 as a seat in a stadium or the like.
  • trough stones 11 which are each arranged with the bottom upwards and the open sides 70 against one another and are always built up one behind the other by a full trough width.
  • Seat supports 59 can be removably attached to these inverted trough elements with the anchoring means corresponding to the cams.
  • a lintel made of normal stones, in which a railing 60 can be fastened, can serve as a conclusion to the top.
  • FIGS. 38, 39 and 40 show application examples of the end stones which can serve as frames.
  • the end stones 52 are anchored either directly in the floor or in a foundation and can be strung together.
  • An arrangement with end stones 40 and 37 is shown in FIG. 39, these stones having a shorter length than those according to FIGS. 27 or 29 and 30 and being laid with the end face upward.
  • FIG. 40 shows a fencing with end stones 52, which are also shorter than those according to FIG. 38 and are also laid with their end faces upwards.

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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)
  • Revetment (AREA)
  • Fencing (AREA)
EP81810089A 1981-03-10 1981-03-10 Ensemble de pierres pour l'érection de murs Expired EP0059820B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT81810089T ATE7523T1 (de) 1981-03-10 1981-03-10 Bausatz zur erstellung von mauern.
EP81810089A EP0059820B1 (fr) 1981-03-10 1981-03-10 Ensemble de pierres pour l'érection de murs
DE8181810089T DE3163580D1 (en) 1981-03-10 1981-03-10 Assembly of blocks for constructing walls
US06/356,909 US4524551A (en) 1981-03-10 1982-03-08 Construction units for the erection of walls and method of utilization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81810089A EP0059820B1 (fr) 1981-03-10 1981-03-10 Ensemble de pierres pour l'érection de murs

Publications (2)

Publication Number Publication Date
EP0059820A1 true EP0059820A1 (fr) 1982-09-15
EP0059820B1 EP0059820B1 (fr) 1984-05-16

Family

ID=8188650

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81810089A Expired EP0059820B1 (fr) 1981-03-10 1981-03-10 Ensemble de pierres pour l'érection de murs

Country Status (4)

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US (1) US4524551A (fr)
EP (1) EP0059820B1 (fr)
AT (1) ATE7523T1 (fr)
DE (1) DE3163580D1 (fr)

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FR2627525A1 (fr) * 1988-02-23 1989-08-25 Communeau Roger Pierre de soutenement pour mur de soutenement en gradins
EP0337649A2 (fr) * 1988-04-12 1989-10-18 Trioplan Oy Système à composants pour la construction d'escaliers s'appuyant sur le terrain, de plate-formes, de terrasses et similaires
FR2638274A1 (fr) * 1988-10-24 1990-04-27 Ind Entreprise Ecran acoustique integre vegetalisable
EP0584053A1 (fr) * 1992-08-07 1994-02-23 Interblocs Sprl Mur assemblé et procéde de construction du mur
FR2702784A1 (fr) * 1993-03-17 1994-09-23 Fontaine Ets Elément de construction d'un ouvrage de soutènement et mur de soutènement.
AT398448B (de) * 1992-01-20 1994-12-27 Schmaranz Ing Rudolf Bausteinsatz zur errichtung von wänden
EP0649714A1 (fr) * 1993-10-25 1995-04-26 Allan Block Corporation Méthode pour la fabrication de blocs en béton pour mur de soutènement
WO1995022667A1 (fr) * 1994-02-21 1995-08-24 Rolf Scheiwiller Jeu d'elements pour la realisation d'ouvrages de maçonnerie composites
WO1995030058A1 (fr) * 1994-04-30 1995-11-09 Rolf Scheiwiller Corps moule, notamment en beton, destine a etre utilise pour l'amenagement du paysage et des jardins
US6178715B1 (en) 1996-12-24 2001-01-30 Designscape Enterprises Ltd. Mortarless retaining wall structure with improved lateral and longitudinal reinforcement for a vertical, set forward and/or set back retaining wall in whole or in part constructed by utilizing standardized blocks
EP3228771A1 (fr) * 2016-02-04 2017-10-11 Chia-Chaei Huang Brique de terre cuite en matériau écologique pour la construction de cloisons légères
CN110965669A (zh) * 2018-09-28 2020-04-07 陈韦丞 植筋砖

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EP0287747B1 (fr) * 1987-04-22 1991-03-20 Rolf Scheiwiller Jeu de pavés pour la pose d'un pavage en arc
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DE69325912T2 (de) 1992-10-06 1999-12-16 Anchor Wall Syst Verbund mauerwerksblock
FR2700789B1 (fr) * 1993-01-22 1995-03-24 Rossi Jean L Mur de soutènement constitué par des éléments de construction montés à sec.
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FR2627525A1 (fr) * 1988-02-23 1989-08-25 Communeau Roger Pierre de soutenement pour mur de soutenement en gradins
EP0337649A2 (fr) * 1988-04-12 1989-10-18 Trioplan Oy Système à composants pour la construction d'escaliers s'appuyant sur le terrain, de plate-formes, de terrasses et similaires
EP0337649A3 (en) * 1988-04-12 1989-11-29 Trioplan Oy A component system for the construction of ground-bearing stairways, platforms, terraces, and the like
FR2638274A1 (fr) * 1988-10-24 1990-04-27 Ind Entreprise Ecran acoustique integre vegetalisable
AT398448B (de) * 1992-01-20 1994-12-27 Schmaranz Ing Rudolf Bausteinsatz zur errichtung von wänden
EP0584053A1 (fr) * 1992-08-07 1994-02-23 Interblocs Sprl Mur assemblé et procéde de construction du mur
BE1006112A3 (fr) * 1992-08-07 1994-05-17 Interblocs S P R L Mur assemble et procede de construction du mur.
FR2702784A1 (fr) * 1993-03-17 1994-09-23 Fontaine Ets Elément de construction d'un ouvrage de soutènement et mur de soutènement.
EP0649714A1 (fr) * 1993-10-25 1995-04-26 Allan Block Corporation Méthode pour la fabrication de blocs en béton pour mur de soutènement
WO1995022667A1 (fr) * 1994-02-21 1995-08-24 Rolf Scheiwiller Jeu d'elements pour la realisation d'ouvrages de maçonnerie composites
WO1995030058A1 (fr) * 1994-04-30 1995-11-09 Rolf Scheiwiller Corps moule, notamment en beton, destine a etre utilise pour l'amenagement du paysage et des jardins
US6178715B1 (en) 1996-12-24 2001-01-30 Designscape Enterprises Ltd. Mortarless retaining wall structure with improved lateral and longitudinal reinforcement for a vertical, set forward and/or set back retaining wall in whole or in part constructed by utilizing standardized blocks
EP3228771A1 (fr) * 2016-02-04 2017-10-11 Chia-Chaei Huang Brique de terre cuite en matériau écologique pour la construction de cloisons légères
CN110965669A (zh) * 2018-09-28 2020-04-07 陈韦丞 植筋砖

Also Published As

Publication number Publication date
EP0059820B1 (fr) 1984-05-16
US4524551A (en) 1985-06-25
ATE7523T1 (de) 1984-06-15
DE3163580D1 (en) 1984-06-20

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