EP0273086B1 - Ensemble d'éléments de construction et usage du même - Google Patents

Ensemble d'éléments de construction et usage du même Download PDF

Info

Publication number
EP0273086B1
EP0273086B1 EP86810620A EP86810620A EP0273086B1 EP 0273086 B1 EP0273086 B1 EP 0273086B1 EP 86810620 A EP86810620 A EP 86810620A EP 86810620 A EP86810620 A EP 86810620A EP 0273086 B1 EP0273086 B1 EP 0273086B1
Authority
EP
European Patent Office
Prior art keywords
elements
holes
basic
assembly according
basic elements
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
EP86810620A
Other languages
German (de)
English (en)
Other versions
EP0273086A1 (fr
Inventor
Willi 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.)
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 AT86810620T priority Critical patent/ATE61073T1/de
Priority to DE8686810620T priority patent/DE3677778D1/de
Priority to EP86810620A priority patent/EP0273086B1/fr
Publication of EP0273086A1 publication Critical patent/EP0273086A1/fr
Application granted granted Critical
Publication of EP0273086B1 publication Critical patent/EP0273086B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E02D29/0216—Cribbing walls

Definitions

  • the present invention relates to a set of components according to the preamble of claim 1.
  • a set of components is described in CH-A-655 339.
  • These known components can only be stacked in a certain mutual position in the longitudinal and transverse directions of the basic elements, i.e. The stacking direction is perpendicular to the level of the elements, and the entire length of the structures that can be created can only be graded within the total length of a basic element.
  • this freedom is bought by a certain loss of stability. It is also difficult to systematically maintain a certain deviation from normal stacking.
  • the aim of the present invention is to significantly improve the possibilities of stacking the components and thus the design of the structures without sacrificing the stability of the structure.
  • This goal is achieved according to the characterizing part of claim 1. It becomes possible to stack the basic elements in various selectable, mutual positions in the longitudinal and transverse directions, these positions being due to play-free Intervention of the coupling element in the holes of the components is clearly determined and the stability of the structure is guaranteed. In particular, it is possible to give the building a certain inclination without the components themselves having to be inclined.
  • the set of components has only three elements, namely a board-shaped basic element 1 according to FIGS. 1 and 2, a disk-shaped, octagonal spacer element 2, according to FIGS. 3 and 4, and a disk-shaped coupling element 3 with protruding or continuous pin 3a on both sides, according to the figures 5 and 6.
  • Components 1 and 2 consist of concrete, which can be reinforced with steel fibers or plastic fibers. The reinforcement therefore does not represent an obstacle to the design and the casting of the elements.
  • the basic element 1 is on the ends are angular, corresponding to the octagonal shape of the spacer element 2.
  • the base element 1 has at the ends a group of five through holes 4, each of which has a lengthwise and a transverse row of three holes at a uniform distance.
  • the spacer element 2 has a through hole 5 in the center of the same diameter as the holes 4 of the basic element 1.
  • the diameter of the pin 3a of the coupling element has a diameter which is slightly smaller than the diameter of the holes 4 and 5, such that the pins 3a can be inserted into the holes 4 easily but with little play.
  • the outside diameter of the pin 3a is, for example, 24 mm, while the diameter of the holes 4 and 5 is 25 mm.
  • FIGS. 7 and 8 show a first exemplary embodiment of a building constructed using elements 1 to 3, for example a retaining wall.
  • elements 1 to 3 for example a retaining wall.
  • the desired vertical distance between individual levels of basic elements is determined by means of distance elements 2.
  • the basic elements here engage with one another with their ends, that is to say they are arranged to overlap, and at each connection point a coupling element 3 with its pin 3a is arranged so as to engage in holes 4 and 5 of the basic elements or spacing elements lying one above the other.
  • the components are thus reliably coupled to one another, and the disc 3 of the coupling elements lying between the elements, which is made, for example, of plastic, avoids edge pressures between the superimposed concrete elements and the resulting damage to the same.
  • the coupling elements In the exemplary embodiment according to FIGS. 7 and 8, it is assumed that the coupling elements always engage in the central holes 4 of the two groups of holes of the basic element, which results in a uniform square grid of the longitudinal and transverse basic elements 1a and 1b.
  • the stacking direction is perpendicular to the level of the basic elements and spacer elements.
  • the wall can be vertical or, according to FIG. 10, be crooked on a corresponding foundation.
  • FIG. 10 schematically shows a retaining wall according to FIGS. 7 and 8 arranged on an inclined foundation. It differs in other respects in that a reinforcement by a rear, third stack of basic elements is provided in the lower part.
  • the elements are only partially labeled in FIG. 10 in order not to make the figure unclear. However, it is readily apparent that spacer elements are no longer required in the reinforced areas in the middle stack, by alternating forward and there rearward, transverse basic elements protrude between the longitudinal basic elements.
  • Figure 11 shows schematically the execution of a curved support wall.
  • the basic elements can be arranged not only square according to Figure 8 but also more or less trapezoidal in order to give the wall a curvature.
  • this then presupposes that gaps occasionally arise in the inner stack of longitudinal basic elements 1a, but this does little to impair the stability of the retaining wall.
  • the inner stack need not be interrupted.
  • variable effective length of the basic elements also allows the total length of a building to be varied in fine increments from a certain minimum length.
  • Elements of the type shown in FIGS. 1 to 4 have, for example, a thickness of 6 cm, a width of 20 cm, a length of 80 cm, a distance between the transverse rows of holes of 60 cm and a mutual spacing of the holes 4 of 5 cm on.
  • the effective length of the elements can vary between 50 and 70 cm, depending on whether the coupling elements are inserted in the innermost or outermost holes.
  • the disc 3 of the coupling elements has a diameter of 10 cm, so that the disc does not protrude beyond the edge of a base element 1, when the pins 3a are inserted into the outermost holes 4.
  • the spacer element 2 could have several, for example three, holes so that it can always be optimally inserted.
  • Other groups of holes 4 could also be arranged at the ends of the basic elements 1, or further holes could be arranged at all to create certain connections, for example in the center of the element.
  • the groups of holes 4 not only have the advantage that they allow a variable grid or a cross-displacement of the elements, but they also facilitate the detection of the elements for stacking them.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Buffer Packaging (AREA)
  • Bridges Or Land Bridges (AREA)
  • Massaging Devices (AREA)
  • Medicines Containing Plant Substances (AREA)
  • Mirrors, Picture Frames, Photograph Stands, And Related Fastening Devices (AREA)

Claims (6)

  1. Jeu d'éléments de construction pour ériger une structure en empilant ces éléments de construction, comprenant des éléments de base (1) en forme de planche et des éléments de distance (2) en forme de disques qui sont pourvus de trous (4 et 5) dans lesquels des éléments de connexion (3, 3a) sont insérables en vue de consolider les éléments de construction, caractérisé en ce que les éléments de base (1) présentent aux extrémités chaque fois un groupe de trous (4) décalés dans la direction longitudinale et transversale de l'élément de base (1).
  2. Jeu de construction selon la revendication 1, caractérisé en ce que chaque groupe comporte cinq trous (4) qui forment deux rangées entrecroisées de trois trous chacune.
  3. Jeu de construction selon l'une des revendications 1 ou 2, caractérisé en ce que l'élément de distance (2) comporte également plusieurs trous (5), par exemple une rangée de trois trous.
  4. Jeu de construction selon l'une des revendications 1 à 3, caractérisé en ce que l'élément de connexion est un disque (3) avec des tenons (3a) faisant saillie de chaque côté, au moins le disque (3) consistant en un matériau plus mou que les éléments de construction (1, 2).
  5. Utilisation du jeu de construction selon la revendication 1, caractérisée en ce que les éléments de base (1) sont empilés avec un décalage transversal mutuel dans la direction horizontale afin d'ériger une structure dont la face est inclinée (fruit).
  6. Utilisation du jeu de construction selon la revendication 1, caractérisée en ce que l'on empile les éléments de base (1) en variant leur engagement mutuel dans la direction longitudinale, afin d'obtenir des longueurs totales différentes de la structure.
EP86810620A 1986-12-31 1986-12-31 Ensemble d'éléments de construction et usage du même Expired - Lifetime EP0273086B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT86810620T ATE61073T1 (de) 1986-12-31 1986-12-31 Satz von bauelementen und verwendung desselben.
DE8686810620T DE3677778D1 (de) 1986-12-31 1986-12-31 Satz von bauelementen und verwendung desselben.
EP86810620A EP0273086B1 (fr) 1986-12-31 1986-12-31 Ensemble d'éléments de construction et usage du même

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP86810620A EP0273086B1 (fr) 1986-12-31 1986-12-31 Ensemble d'éléments de construction et usage du même

Publications (2)

Publication Number Publication Date
EP0273086A1 EP0273086A1 (fr) 1988-07-06
EP0273086B1 true EP0273086B1 (fr) 1991-02-27

Family

ID=8196481

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86810620A Expired - Lifetime EP0273086B1 (fr) 1986-12-31 1986-12-31 Ensemble d'éléments de construction et usage du même

Country Status (3)

Country Link
EP (1) EP0273086B1 (fr)
AT (1) ATE61073T1 (fr)
DE (1) DE3677778D1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0388399A3 (fr) * 1989-03-16 1991-01-30 Hans-Ulrich Terkl und Co. KG. Mur à parement en troncs ou blocs empilés
ATA163289A (de) * 1989-07-04 1993-01-15 Hans Ulrich Terkl & Co Kg Sicht- und/oder stuetzwand
IT1295460B1 (it) * 1997-10-02 1999-05-12 Borgotec Tecnologie Autom Spa Metodo per impilare pacchi di piastre di circuiti stampati e relativo dispositivo di carico e scarico di pacchi per una macchina utensile.

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1811932C3 (de) * 1968-11-30 1979-01-18 Herwig 7031 Hildrizhausen Neumann Als Raumgitterwand ausgebildete Stützmauer
CH631508A5 (de) * 1978-06-30 1982-08-13 Willi Steiner Satz von bauelementen und verwendung desselben zur erstellung eines stuetzbauwerks.
CH655339A5 (en) * 1981-11-06 1986-04-15 Willi Steiner Structure and set of structural elements for constructing the same

Also Published As

Publication number Publication date
ATE61073T1 (de) 1991-03-15
EP0273086A1 (fr) 1988-07-06
DE3677778D1 (de) 1991-04-04

Similar Documents

Publication Publication Date Title
DE2443329C3 (de) Formstein aus Beton für eine Stützmauer
DE3990874C2 (de) Selbsttragendes, miteinander zu verbindendes Schalungselement zum Gießen von Wandkonstruktionen
DE2553027C2 (de) Spielbaukasten mit Knoten- und Stabbauteinen
DE3104735C2 (fr)
EP0063795A1 (fr) Pavement, unité de plusieurs pavements et groupe de pavements
EP0016353B1 (fr) Ensemble d'éléments de construction pour ériger des structures tridimensionnelles
DE68909022T2 (de) Isolierende Verschalung für Betonmauern.
DE1811932A1 (de) Betonbalken,insbesondere fuer Raumgitter und Stuetzmauern
DE3435909A1 (de) Rasenstein
EP0616655B1 (fr) Kit de parpaings en beton, ainsi que mur de soutenement massif construit avec de tels parpaings
DE4124109C2 (de) Wärmedämmender Belag für ein Gefälledach
EP0917602B1 (fr) Systeme de protection par canalisation, notamment pour s'assurer des voies de circulation
DE19905842A1 (de) Palisade
EP0273086B1 (fr) Ensemble d'éléments de construction et usage du même
DE3116540C2 (de) Bodenbelagelement, aus mehreren Bodenbelagelementen gebildete Verlegeeinheit und Verband von Bodenbelagelementen
CH377258A (de) Baukastenspiel
EP0016727B1 (fr) Jeu d'éléments de construction constitué par des pavés autobloquants, particulièrement pour le blindage de terrains en pente et de lits de rivière
EP0517117A1 (fr) Conteneur de plantes en bois
DE2402000C3 (de) Bewehrungsmatte für Stahlbetonbauteile
DE2461485B2 (de) Bausatz zur Erstellung von Bauwerken
EP0317937B1 (fr) Système de coffrage
DE3802738C2 (de) Bauspielzeug
WO2000047846A1 (fr) Composant de paroi, en particulier element de palissade
DE3730679C2 (fr)
EP0769785B1 (fr) Râtelier pour le stockage d'éléments de combustible nucléaire et dispositif de stockage comportant au moins un tel râtelier

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE

RBV Designated contracting states (corrected)

Designated state(s): AT CH DE FR IT LI

17P Request for examination filed

Effective date: 19881202

17Q First examination report despatched

Effective date: 19891214

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH DE FR IT LI

REF Corresponds to:

Ref document number: 61073

Country of ref document: AT

Date of ref document: 19910315

Kind code of ref document: T

ITF It: translation for a ep patent filed
REF Corresponds to:

Ref document number: 3677778

Country of ref document: DE

Date of ref document: 19910404

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19941121

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19941230

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19951231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19960830

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19981118

Year of fee payment: 13

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001003

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20051215

Year of fee payment: 20

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20051231