EP0215994B1 - Jeu d'éléments pour constructions composites - Google Patents

Jeu d'éléments pour constructions composites Download PDF

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Publication number
EP0215994B1
EP0215994B1 EP85810442A EP85810442A EP0215994B1 EP 0215994 B1 EP0215994 B1 EP 0215994B1 EP 85810442 A EP85810442 A EP 85810442A EP 85810442 A EP85810442 A EP 85810442A EP 0215994 B1 EP0215994 B1 EP 0215994B1
Authority
EP
European Patent Office
Prior art keywords
stone
elements
elements according
connecting plate
trough
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
Application number
EP85810442A
Other languages
German (de)
English (en)
Other versions
EP0215994A1 (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.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DE8585810442T priority Critical patent/DE3568363D1/de
Priority to EP85810442A priority patent/EP0215994B1/fr
Priority to AT85810442T priority patent/ATE40911T1/de
Priority to DK419786A priority patent/DK162403C/da
Priority to US06/905,407 priority patent/US4782640A/en
Priority to FI863736A priority patent/FI81869C/fi
Priority to CA000518933A priority patent/CA1251332A/fr
Priority to NO863826A priority patent/NO863826L/no
Publication of EP0215994A1 publication Critical patent/EP0215994A1/fr
Application granted granted Critical
Publication of EP0215994B1 publication Critical patent/EP0215994B1/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
    • 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
    • E01F8/023—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 made of stacked or staggered elements, e.g. hollow
    • 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
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0252—Dovetail keys

Definitions

  • the present invention relates to a kit for creating composite structures, with a square trough stone, which has the groove of a dovetail connection on all four sides and a connecting piece with dovetail springs.
  • Such a kit is known from DE-A 2 030 055, which is primarily used to create departmental walls and the like.
  • the trough stone or the frame element has on all four sides two grooves arranged symmetrically to an axial central plane, into which connecting fitting pieces, each with two dovetail springs arranged next to one another, or cover parts, each with a dovetail-shaped arm, can be inserted.
  • This kit which is designed for the creation of departmental walls, is not suitable for the construction of free-standing walls, dry-construction walls or soundproof walls, since the arrangement of the grooves on the one hand and the design of the connecting pieces on the other hand do not allow such structures to be freely designed.
  • kits which, in particular, makes it possible to produce walls or soundproof walls in composite construction which are connected to one another in the horizontal direction, can also be used for embankments and which, above all, can be well planted on both sides.
  • kit measured by the variety of possible applications, should include relatively few elements and should be as economical and efficient to manufacture as possible. These tasks are solved with a kit defined in the claims.
  • Figure 1 you can see the square trough stone 1 with 45 ° bevelled corners 2 and sides 3, each having a groove of a dovetail connection in the middle.
  • a shoulder 5 is attached in order to serve as a support for a base part 14, as can be seen from FIG.
  • the paragraph 5 does not extend over the entire width, so that the connecting plate 12 can protrude into the trough stone.
  • the dovetail grooves 4 have a continuous groove 6 that extends over their width, as well as a recess 7 on both sides thereof, which is only partially continuous and is delimited towards the edge by a stop 8.
  • 1 and 2 show further structural elements which serve primarily for aesthetics.
  • the trough stone can be cut open in this groove in order to produce a terminating element 11 according to FIG. 5, and on the other hand this groove serves to align trough stones, as can be seen from the groove 9a formed by the V-grooves 9 in FIG. 5.
  • the longitudinal recesses 10 serve on both sides of the dovetail groove 4 primarily for aesthetic purposes.
  • FIGS. 3 and 4 show a further element of the kit, the connecting plate 12.
  • This has on its broad sides a dovetail spring 13, which fits into the dovetail groove 4 on the trough stone.
  • the total height of the connecting plate 12 is greater than the total height of the trough stone. This height is chosen so that the connecting plate extends as far as possible to the bottom insert 14 (see FIG. 4).
  • the connecting plate 12 projects beyond the trough stone by twice the depth of the groove 6 or recess 7, the protruding part 15 of the plate, which is always located at the top, being stepped down in order to have space for the trough stone sides with the shoulders, as from Figure 4 emerges.
  • the connecting plate 12 Since the connecting plate the trough stone by twice the depth of the groove, respectively. Exceeding the recess, there is not only a combination of trough stones lying horizontally next to one another, but also of trough stones lying one above the other, both downwards and upwards, with the exception of the lowest position shown in FIG.
  • the connecting plate 12 is also structured with longitudinal recesses 16.
  • the floor insert 14 lies on the shoulders 5 and has the length of the inside of the trough stone and a width which corresponds to half the length of the trough stone, so that 2 floor elements fit into a trough stone each time. If one starts from the masses provided for the trough stone, for example, as shown in FIG.
  • FIG. 5 shows the end plate 11 already mentioned, which was created by dividing the trough stone 1 into four. From this figure 5 one can clearly see the meaning of the beveled corner 2, whereby the attachment of the end plate 11 and thereby a straight termination of the trough stones is made possible. It is clear from FIG. 5 that it is also possible to reverse the end plate 11, as a result of which the smooth inside of the cover plate comes out.
  • FIG. 6 it is shown schematically on the basis of a possible construction of a vertical wall, for example a soundproof wall that can be planted, that it is very easy to calculate the need for elements. If a length S of 50 cm and a height H of 25 cm is selected for the elements, ie for the trough stone 1 and for the connecting plate 12, it is easy to calculate that four trough stones 1 and four connecting plates 12 are required per m 2 of structure. If required, ie if desired, end elements 11 can also be used, for example to obtain a continuous surface below and above.
  • FIG. 7 shows in particular that it is also possible to divide the individual trough stones 1 into four elements such that four corner elements 17 are formed, i.e. the trough stone was separated in the middle of the dovetail groove 4. These corner elements primarily serve as a support in order to build up a second layer on them. This is particularly evident from FIG. 10.
  • FIG. 7 also shows that the terminating elements 11 can be connected to the connecting plates 12, since the terminating elements also each have a dovetail groove 4.
  • the bevelled corners 2 also make it possible to arrange trough stones in a corner, as shown in FIG.
  • FIG. 8 shows a fully connected, offset arrangement of the trough stones, as is used, for example, on an embankment.
  • the angle of repose is 60 ° .
  • the connecting plates 12 engage both in the upper and in the lower trough stones and, in order to achieve the offset or the angle of repose of 60 ° , in the recesses 7 of the trough stone located below.
  • FIG. 8 also indicates that only one floor element is necessary for the upper trough stones in order to establish a continuous earth connection or root formation in the embankment.
  • FIG. 9 can also serve, for example, as a noise protection wall that can be planted on both sides, the zigzag arrangement being particularly sound-absorbing.
  • both whole trough stones and corner elements are used, the individual trough stones being connected to one another by the connecting plates 12.
  • this construction at 90 ° in the composite is only possible through the bevelled corners 2.
  • FIG. 10 a corner of Figure 9 is shown in detail and in perspective, from which the structure is clearly visible.
  • a corner element 17 can be seen at the bottom in the drawing and a trough stone 1 on both sides, whereupon a position with a trough stone 1 above the corner element and then with further trough stones can be seen, which are held together by connecting plates 12.
  • the V-groove 9 in the bevelled corner 2 can be used to align the elements. It can be clearly seen in particular from this FIG. 10 that this structure results in a large volume that can be planted. Walls and walls can be anchored very easily using a connecting plate to which a trough stone or an end element is attached and which is connected to a trough stone via the dovetail connection.

Claims (12)

1. Jeu de construction pour l'érection d'ouvrages composites, avec une pierre quadratique en forme d'auge (1) qui comprend sur ses quatre côtés (3) la rainure (4) d'un assemblage à queue d'aronde ainsi qu'une pièce de liaison avec des tenons en queue d'aronde, caractérisé en ce que la pièce de liaison est une plaque de liaison (12) qui comprend dans chacune de ses deux faces larges un tenon en queue d'aronde (13) et dont la hauteur est plus grande que la hauteur de la pierre en forme d'auge, et en ce que les coins (2) de la pierre en forme d'auge sont biseautés.
2. Jeu de construction selon la revendication 1, caractérisé en ce que les coins (2) sont biseautés à 45° et qu'ils comprennent en leur milieu une gorge en forme de V (9).
3. Jeu de construction selon la revendication 1 ou 2, caractérisé en ce que la pierre en forme d'auge
(1) est ouverte par coupure à l'endroit de la gorge en forme de V (9) pour donner quatre éléments de fermeture (11).
4. Jeu de construction selon la revendication 1 ou 2, caractérisé en ce que la pierre en forme d'auge (1) est ouverte par coupure au milieu de la rainure en queue d'aronde (4), pour donner quatre éléments de coin (17).
5. Jeu de construction selon l'une des revendications 1 à 4, caractérisé en ce que la pierre en forme d'auge (1) et l'élément de fermeture (11) comprennent chacun à leur côté supérieur, à la place de la rainure en queue d'aronde (4), une rainure traversante (6) et à chacun des deux côtés de celle-ci un dégagement (7) qui est partiellement fermé vers l'extérieur par une butée (8).
6. Jeu de construction selon l'une des revendications 1 à 5, caractérisé en ce que la pierre en forme d'auge (1) comprend à la base de chaque côté intérieur un talon (5) pour recevoir des éléments de sol (14).
7. Jeu de construction selon la revendication 6, caractérisé en ce que deux éléments de sol (14) passent dans une pierre en forme d'auge (1 ).
8. Jeu de construction selon l'une des revendications 1 à 7, caractérisé en ce que la longueur (S) des côtés de la pierre en forme d'auge, mesurée entre les gorges en forme de V (9) est de 50 cm et la hauteur (H) de la pierre en forme d'auge est de 25 cm.
9. Jeu de construction selon l'une des revendications 1 à 8, caractérisé en ce que la hauteur de la plaque de liaison (12) est supérieure à la hauteur (H) de la pierre en forme d'auge (1) de deux fois la profondeur de la rainure traversante (6) ou du dégagement (7) et que le grand côté (15) situé en haut de la plaque de liaison est étagé des deux côtés d'un montant correspondant à l'épaisseur du talon (5) dans la pierre en forme d'auge.
10. Utilisation du jeu de construction selon l'une des revendications 1 à 9 pour ériger des murs en pierres sèches, plus particulièrement des murs insonorisant susceptibles d'être plantés des deux côtés, caractérisé en ce qu'en direction horizontale une pierre en forme d'auge (1) est liée avec une plaque de liaison (12) et celle-ci à nouveau avec une pierre en forme d'auge et que la couche de pierres supérieure est disposée chaque fois avec un décalage de l'un de ces éléments, un élément de coin (17) étant utilisé dans les coins.
11. Utilisation du jeu de construction selon l'une des revendications 1 à 9 pour ériger un mur de soutènement (fig. 8), la plaque de liaison (12) dépassant chaque fois vers le bas des pierres en forme d'auge et s'engageant dans deux dégagements (7) opposés à la face supérieure des pierres en forme d'auge, de sorte que la couche de pierres supérieure est chaque fois décalée et assurée en direction latérale.
EP85810442A 1985-09-26 1985-09-26 Jeu d'éléments pour constructions composites Expired EP0215994B1 (fr)

Priority Applications (8)

Application Number Priority Date Filing Date Title
DE8585810442T DE3568363D1 (en) 1985-09-26 1985-09-26 Set of elements for composite constructions
EP85810442A EP0215994B1 (fr) 1985-09-26 1985-09-26 Jeu d'éléments pour constructions composites
AT85810442T ATE40911T1 (de) 1985-09-26 1985-09-26 Bausatz zur erstellung von verbundbauwerken.
DK419786A DK162403C (da) 1985-09-26 1986-09-02 Byggesaet til fremstilling af sammenhaengende bygningsvaerker
US06/905,407 US4782640A (en) 1985-09-26 1986-09-10 Structural assembly for producing interconnected structures
FI863736A FI81869C (fi) 1985-09-26 1986-09-15 Byggsats foer tillverkning av sammansatta byggnadsverk.
CA000518933A CA1251332A (fr) 1985-09-26 1986-09-25 Ensemble de charpente pour la production d'ouvrages interconnectes
NO863826A NO863826L (no) 1985-09-26 1986-09-25 Byggesett for fremstilling av sammensatte byggverk.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP85810442A EP0215994B1 (fr) 1985-09-26 1985-09-26 Jeu d'éléments pour constructions composites

Publications (2)

Publication Number Publication Date
EP0215994A1 EP0215994A1 (fr) 1987-04-01
EP0215994B1 true EP0215994B1 (fr) 1989-02-22

Family

ID=8194656

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85810442A Expired EP0215994B1 (fr) 1985-09-26 1985-09-26 Jeu d'éléments pour constructions composites

Country Status (8)

Country Link
US (1) US4782640A (fr)
EP (1) EP0215994B1 (fr)
AT (1) ATE40911T1 (fr)
CA (1) CA1251332A (fr)
DE (1) DE3568363D1 (fr)
DK (1) DK162403C (fr)
FI (1) FI81869C (fr)
NO (1) NO863826L (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0322668A1 (fr) * 1987-12-31 1989-07-05 Otto Kalbermatten Elément de construction pour l'érection d'un mur et mur érigé à l'aide de ces éléments
EP0322667A1 (fr) * 1987-12-31 1989-07-05 Otto Kalbermatten Méthode pour construire un mur, un élément de construction et une dalle de liaison pour l'exécution de la méthode et mur construit suivant cette méthode
US4922678A (en) * 1987-03-20 1990-05-08 Rolf Scheiwiller Structural assembly for producing interconnecting structures
EP0569323A2 (fr) * 1992-05-06 1993-11-10 Willi Ruckstuhl Bloc de soutènement et bloc de mur
EP0952260A1 (fr) 1998-04-22 1999-10-27 Rolf Scheiwiller Bloc en beton
US6308936B1 (en) * 1999-03-10 2001-10-30 William D. Atwood Guardrail block

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US5350256A (en) * 1991-11-26 1994-09-27 Westblock Products, Inc. Interlocking retaining walls blocks and system
FR2729413A1 (fr) * 1995-01-18 1996-07-19 Colombero Jean Marc Andre Fran Elements pour mur de soutenement ou pour ecran acoustique
DE29517411U1 (de) * 1995-11-03 1996-01-18 Aicheler & Braun Gmbh Formhohlstein
DE69715118T2 (de) * 1996-09-18 2003-04-24 Nihon Koshitsu Garasu K K Baublock und Paneel
US5954513A (en) * 1997-04-09 1999-09-21 United States Surgical Corporation Surgical training apparatus and methods
AU4808199A (en) * 1998-07-23 2000-02-14 Bouma, Johanna Catharina Improvements to edging
US7052280B2 (en) * 1998-09-18 2006-05-30 United States Surgical Corporation Surgical training apparatus and method
ES2200603B1 (es) * 2000-06-01 2005-02-01 Jesus Manuel Nuñez Montero Sistema de construccion universal por montaje de prefabricados modulares.
US6568143B2 (en) 2000-06-23 2003-05-27 Withrow Block, L.L.C. Interlocking construction components
DE10064949C1 (de) * 2000-12-23 2002-05-29 Birkenmeier Baustoff Bausatz für eine Fertigteil-Stützmauer
US6954975B2 (en) * 2002-09-10 2005-10-18 Superior Manufacturing Group, Inc. Mat Ramp Securement
US7124754B2 (en) 2004-08-06 2006-10-24 Custom Precast & Masonry, Inc. Method and device for creating a decorative block feature
CN101208142B (zh) * 2005-04-18 2012-05-30 丘-芭-梅兹股份有限公司 相互连接的模块化通路装置
TWI513883B (zh) * 2013-08-02 2015-12-21 Ying Yeeh Entpr Co Ltd 間隔物件的連接方式及組成
US9528263B2 (en) * 2014-11-03 2016-12-27 Thomas K Lightfoot Self-aligning interlocking construction blocks
CN106267848A (zh) * 2015-06-01 2017-01-04 林美足 鸠形积木

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FR1350543A (fr) * 1963-03-09 1964-01-24 éléments de constructions profilés et préfabriqués et leur procédé d'assemblage
US3490800A (en) * 1967-06-01 1970-01-20 Ray F Wissler Beam and lock strip
CH487318A (de) * 1968-11-28 1970-03-15 Keller & Cie Ag Bauelement, insbesondere Ziegelstein
DE2230055A1 (de) * 1972-06-20 1974-01-10 Erich Nusko Bausatz zum zusammensetzen von abteilungswaenden, regalwangen, zaeunen, gittern oder dergleichen
US3936987A (en) * 1975-01-13 1976-02-10 Edward L Calvin Interlocking brick or building block and walls constructed therefrom
US4073111A (en) * 1976-01-16 1978-02-14 Warren Insulated Bloc, Inc. Insulated masonry block
FR2376269A1 (fr) * 1976-09-06 1978-07-28 Thepenier Henri Elements de construction avec dispositifs multiples d'accrochages et d'assemblages par mortaises profilees coordonnees reliees entre elles a l'aide de clavettes. production de facades en tout genre par dispositifs de cliches
CH612233A5 (fr) * 1978-01-18 1979-07-13 Heinzmann Marmor Und Kunststei
CH612238A5 (en) * 1978-10-23 1979-07-13 Kalbermatten Otto Zementwaren Double-chamber structural element
IT1218259B (it) * 1981-03-09 1990-04-12 Rocco Palamara Mattone da costruzione atto a ricevere colate cemantizie per formare reticolo
EP0059820B1 (fr) * 1981-03-10 1984-05-16 Rolf Scheiwiller Ensemble de pierres pour l'érection de murs
US4532747A (en) * 1983-01-20 1985-08-06 Koetje John R Expandable connector and method of using same to form curved structural framework
US4597236A (en) * 1984-07-10 1986-07-01 Braxton James S Hollow wall construction

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4922678A (en) * 1987-03-20 1990-05-08 Rolf Scheiwiller Structural assembly for producing interconnecting structures
EP0322668A1 (fr) * 1987-12-31 1989-07-05 Otto Kalbermatten Elément de construction pour l'érection d'un mur et mur érigé à l'aide de ces éléments
EP0322667A1 (fr) * 1987-12-31 1989-07-05 Otto Kalbermatten Méthode pour construire un mur, un élément de construction et une dalle de liaison pour l'exécution de la méthode et mur construit suivant cette méthode
EP0569323A2 (fr) * 1992-05-06 1993-11-10 Willi Ruckstuhl Bloc de soutènement et bloc de mur
EP0569323A3 (fr) * 1992-05-06 1994-01-26 Willi Ruckstuhl
EP0952260A1 (fr) 1998-04-22 1999-10-27 Rolf Scheiwiller Bloc en beton
US6308936B1 (en) * 1999-03-10 2001-10-30 William D. Atwood Guardrail block

Also Published As

Publication number Publication date
DK419786D0 (da) 1986-09-02
DK162403C (da) 1992-03-23
FI863736A (fi) 1987-03-27
FI863736A0 (fi) 1986-09-15
US4782640A (en) 1988-11-08
FI81869B (fi) 1990-08-31
DK419786A (da) 1987-03-27
EP0215994A1 (fr) 1987-04-01
DE3568363D1 (en) 1989-03-30
CA1251332A (fr) 1989-03-21
NO863826D0 (no) 1986-09-25
ATE40911T1 (de) 1989-03-15
FI81869C (fi) 1990-12-10
DK162403B (da) 1991-10-21
NO863826L (no) 1987-03-27

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