EP2444564B1 - Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall - Google Patents

Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall Download PDF

Info

Publication number
EP2444564B1
EP2444564B1 EP11179245.3A EP11179245A EP2444564B1 EP 2444564 B1 EP2444564 B1 EP 2444564B1 EP 11179245 A EP11179245 A EP 11179245A EP 2444564 B1 EP2444564 B1 EP 2444564B1
Authority
EP
European Patent Office
Prior art keywords
wall
elements
basic elements
basic
lateral plate
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.)
Active
Application number
EP11179245.3A
Other languages
German (de)
French (fr)
Other versions
EP2444564A3 (en
EP2444564A2 (en
Inventor
Kurt Surer
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.)
Atschuemperlin AG
Original Assignee
Atschuemperlin AG
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 Atschuemperlin AG filed Critical Atschuemperlin AG
Priority to EP11179245.3A priority Critical patent/EP2444564B1/en
Publication of EP2444564A2 publication Critical patent/EP2444564A2/en
Publication of EP2444564A3 publication Critical patent/EP2444564A3/en
Application granted granted Critical
Publication of EP2444564B1 publication Critical patent/EP2444564B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/36Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having a general shape differing from that of a parallelepiped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04Walls having neither cavities between, nor in, the solid elements
    • E04B2/12Walls having neither cavities between, nor in, the solid elements using elements having a general shape differing from that of a parallelepiped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0243Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/025U-shaped, e.g. brackets

Definitions

  • the invention relates to wall elements for creating a wall, walls with corresponding wall elements and methods for building a corresponding wall. Preferably it is about embankment walls, garden walls, soundproof walls and other walls in the outdoor area.
  • a system that includes hollow components from which walls can be made.
  • the hollow components have a cavity open at the top and at the bottom, which is subdivided into two chambers by at least one partition which runs from top to bottom.
  • the components are stacked and stacked at least partially filled with earth. Only a part of the chambers is located on the wall outside. At least a part of the not on the wall outside chambers are filled with concrete.
  • a wall element is provided according to claim 1, which is designed especially for creating walls.
  • the wall element comprises two basic elements and at least one connecting element.
  • Each of the basic elements comprises a lateral plate having an outer surface and an inner surface.
  • at least one transverse web is arranged in the region of the inner surface, which extends substantially perpendicular to the surface of the lateral plate.
  • the two primitives are arranged such that the surface of the first lateral plate is parallel to the surface of the second lateral plate and that the transverse web of the first lateral plate is aligned with the transverse web of the second lateral plate.
  • the mentioned connecting element serves to define the distance of the two basic elements, to connect the two basic elements together and to lock together in order to give them stability before and during filling.
  • each transverse web has a vertical end surface with a receiving groove which extends over the entire height of the vertical end surface.
  • This receiving groove opens on the top of the base member in a surface and on the underside of the base member in a lower surface, and it has an L-shaped, continuous horizontal cross-section from the surface to the lower surface.
  • This special shape, orientation and arrangement of the receiving groove allows the insertion of the connecting element from the top or the bottom.
  • the L-shaped, continuous horizontal cross-section allows tilting of the connecting element, wherein after tilting the two basic elements are locked relative to each other.
  • the connecting elements serve, as mentioned, also to specify the distance between the two basic elements.
  • the inner width of the wall to be created i. the mutual distance of the basic elements are specified.
  • the invention can be applied to walls, in particular slope protection walls, retaining walls, soundproof walls, garden walls, embankment walls, boundary walls and other walls. Since the walls of the invention are always filled with filler, is also spoken of a solid wall in the following.
  • Each of the wall elements 10 is specifically for creating a wall 100 (see, eg Fig. 6 ) designed.
  • a wall element 10 is characterized in that it comprises two basic elements 11.1, 11.2 and at least one bow-shaped connecting element 20.
  • Each of the basic elements 11.1, 11.2 comprises a lateral plate 12.1, 12.2 with an outer surface 13.1, 13.2, which is also referred to as a visible surface, and an inner surface 14.1, 14.2, which is directed inward and is therefore no longer visible in the assembled state.
  • at least one transverse web 15.1, 15.2 per basic element 11.1, 11.2 is provided.
  • the transverse web 15.1, 15.2 is arranged in the region of the inner surface 14.1, 14.2 and extends substantially perpendicular to the vertical surface F.1, F.2 of the lateral plate 12.1, 12.2.
  • the said vertical surfaces F.1, F.2 are in Fig. 1A indicated by dashed lines.
  • the lateral plate 12.1 biases the surface F.1 and the lateral plate 12.2 biases the surfaces F.2.
  • the vertical surfaces F.1, F.2 are referred to as vertical surfaces, since they are in the assembled state, i. at a wall 100, stand vertically in the room.
  • the pre-assembled state is the Condition during the creation of a wall 100.
  • the preassembled state the continuous interiors 16.1 and / or 16.2, which arise between the primitives 11.1, 11.2, not yet filled with a filler (such as soil and / or stones and / or cement) ,
  • the two basic elements 11.1, 11.2 are arranged or positioned such that the vertical surface F.1 of the first lateral plate 12.1 is substantially parallel to the vertical surface F.2 of the second lateral plate 12.2 and that the transverse web 15.1 of the first lateral plate 12.1 is aligned to the crossbar 15.2 of the second lateral plate 12.2 stands.
  • the transverse webs 15.1, 15.2 an arrangement is to be understood here, where the longitudinal axis LA.1 of the transverse web 15.1 runs parallel to the longitudinal axis LA.2 of the transverse web 15.2.
  • At least one bow-shaped connecting element 20 is used to connect the two basic elements 11.1, 11.2 together.
  • the embodiment in Fig. 1A has per base element 11.1, 11.2 only one crosspiece 15.1, 15.2 and only one bow-shaped connecting element 20, while the embodiment in Fig. 2A two transverse webs 15.1, 15.2 and also two bow-shaped connecting elements 20 per basic element 11.1, 11.2.
  • FIGS. 1A and 2A The ideal positioning of the basic element 11.1, 11.2 is in the FIGS. 1A and 2A to recognize by two different embodiments.
  • the wall element 10 in the preassembled state a double-T-shape (viewed in plan view) on.
  • the double T-shape can also be considered and designated as H-shape.
  • a highly simplified perspective view of the double-T shape of the wall element after Fig. 1A is in Fig. 1B indicated by thick dashes.
  • the wall element 10 in the preassembled state a double- ⁇ -shape (viewed in plan view) on.
  • the double ⁇ -shape can also be considered and designated as a ladder form.
  • a highly simplified perspective view of the double ⁇ -shape of the wall element after Fig. 2A is in Fig. 2B indicated by thick dashes.
  • the outer surface 13.1 of the first base element 11.1 and the outer surface 13.2 of the second base element 11.2 typically have a square or rectangular basic shape with the edge masses L1 x H1.
  • the distance of the front edge of the outer surface 13.1 to the front edge of the outer surface 13.2 is designated T1.
  • the distance T1 depends inter alia on how far the end surfaces 17 (see Fig. 1A and Fig. 4B ) of the transverse webs 15.1 and 15.2 are spaced from each other.
  • the receiving grooves 40 open on the upper side of the basic element 11.1, 11.2 in a surface O1 (see Fig. 3C ) and on the underside of the base element 11.1, 11.2 in a lower surface U1 (see Fig. 3C ) opens.
  • the receiving grooves 40 always have an L-shaped, continuous horizontal cross-section which extends from the surface O1 to the lower surface U1.
  • the end faces 17 of the transverse webs 15.1 and 15.2 can lie flat against one another in one embodiment.
  • the web distance AS 0.
  • the distance AS between the transverse webs 15.1 and 15.2 and thus also the distance T1 can be increased as desired.
  • a state is shown in which the distance AS is 50 mm, for example.
  • the wall thickness in the foot area of the wall can be greater than above
  • Fig. 5 a front view (visible side) of a part of a wall 100, which is composed of a plurality of wall elements 10.
  • the wall elements 10 each have a circumferential chamfer or broken edge 18 in all embodiments.
  • the wall elements 10 in all embodiments obliquely raised edges 19 (see, eg 3C and 3E ).
  • the wall elements 10 it is possible the wall elements 10 to be arranged side by side so that they result in a Polygonenzug or an approximate circular arc. If the wall elements 10 are arranged side by side in a straight row, results in a triangular cut-out 101 due to the obliquely raised edges 19 (see, eg Fig. 4B ) in the intermediate region between two adjacent wall elements 10.
  • Fig. 6 is a perspective view of a portion of a wall 100 shown in the preassembled state.
  • the wall 100 shown here comprises three rows of wall elements 100, which have been placed offset from one another here in order to achieve a toothing effect. But the wall elements 10 can also Without offset in rows and columns are placed on each other, since the required stability is finally by filling the continuous cavities 16.1, 16.2 results with filler 50.
  • the filler 50 especially if gypsum or cement is used, connects the individual wall elements 10 firmly together.
  • Fig. 6 is exemplary and shown schematically on the bottom wall row that the continuous interior spaces 16.1, 16.2 can be filled with a flowable filler 50. The interior 16.2 was not completely filled with the filler 50 here.
  • a flowable filler 50 is used which hardens or becomes compact.
  • scraper elements are used which are inserted or inserted into the filler 50 to provide added stability to the wall 100.
  • Particularly preferred as Monierstahlemia are steel anchors, steel baskets, steel reinforcements, steel bars, or steel mats.
  • the wall element 10 preferably comprises a recess or a type of cavity 32 (see FIG Fig. 6 ), so that after filling with filler 50, the two basic elements 11.1, 11.2 of the wall element 10 can not slip apart.
  • a recess or cavity 32 is in Fig. 3E provided with the corresponding reference number.
  • the filler 50 fills this return or this cavity 32.
  • the corresponding basic elements 11.1, 11.2 can no longer be separated from each other.
  • the use of such recesses or cavities 32 is optional, as by the locking of the base elements 11.1, 11.2 by the / the bow-shaped connecting elements 20 apart from moving the basic elements 11.1, 11.2 is prevented.
  • the bow-shaped connecting elements 20 are used for locking and the mentioned recesses or cavities 32 are used in order to ensure lasting stability.
  • the wall 100 which in Fig. 6 is shown, the wall thickness 30 has the same thickness as on the wall crown 31.
  • the wall elements 10 after Fig. 2A is constructed there are two types of interiors 16.1, 16.2.
  • the interior spaces 16.1 are inherent in the wall elements 10 Fig. 2A present, ie, each of these wall elements 10, which has a double- ⁇ -shape, laterally encloses an inner space 16.1.
  • a second interior 16.2 which is also referred to here as a gap.
  • the spaces 16.1 and 16.2 are completely continuous from top to bottom (i.e., in the vertical direction).
  • a material from the following group is used as a filler: stones, crushed stone, concrete, mortar, plastic, plastic concrete, asphalt, tar, or a mixture of two or more than two of said materials.
  • a sound absorbing filler e.g. a special concrete can be used.
  • the filling 50 extends over the entire height of the wall 100 (if sufficient filler 50 is filled).
  • the wall elements 10 are made in all embodiments of stone, concrete, plastic concrete, plastic or a mixture of two or more than two of said materials. Particularly preferred are wall elements which are cast from one or more of the materials mentioned.
  • the wall elements 10 and the basic elements 11.1, 11.2 have a shape that can be easily produced by casting and demolding of the mold, ie the shape is designed deliberately demoldable. For this reason, the receiving groove 40 is continuous.
  • the basic elements 11.1, 11.2 must have a horizontal cross-section, on the entire height H1 is identical, ie the basic elements 11.1, 11.2 must not taper or thicken in the vertical direction.
  • the wall elements 10 are preferably made of a sound-absorbing material. Particularly preferred is a (concrete) granules, which is pressed into the appropriate (Giess-) mold to create wall elements 10, the surface of which is open-pored or porous.
  • Fig. 7 shows a side view of an advantageous intermediate product 60, from which according to the invention, two basic elements 11.1, 11.2 can be made.
  • the intermediate product 60 is preferably designed so that it can be produced en bloc (ie cast and demolded) in a casting process. After the material which has been poured into a corresponding casting mold is cured, the casting mold is opened and the intermediate product 60 is removed (demoulded).
  • Fig. 7 shows a plan view of the intermediate product after removal from the mold. Now, the two basic elements 11.1, 11.2 separated by the lateral plates 13.1, 13.2 are separated by splitting, sawing or cutting. The interface is in Fig. 7 denoted by the reference XX.
  • the two basic elements 11.1, 11.2 separated by a wedge-shaped element is hammered or pressed.
  • the wedge effect results in fracture surfaces, which are referred to as broken surfaces in the various figures.
  • Such a broken surface has a slightly irregular surface structure, which corresponds approximately to the structure of a natural stone. This results in a visually very appealing structure for the visible surface, which consists of the outer surfaces 13.1.
  • the intermediate product 60 is further distinguished by the fact that the two later outer surfaces are firmly connected to one another.
  • the two basic elements 11.1, 11.2 form quasi a one-piece intermediate product 60.
  • the transverse webs 15.1, 15.2 each have outwards.
  • the basic elements 11.1, 11.2 can, as in Fig. 7 indicated, oblique edges 19 and / or bevels 18 have.
  • Both the intermediates 60, as well as the basic element 11.1, 11.2 include in all embodiments continuous receiving grooves 40 for receiving the connecting elements 20. Corresponding embodiments are in the FIGS. 1A, 2A . 3A - 3E . 4A-4B . 5 . 6 and 7 shown.
  • the receiving grooves 40 are preferably provided on the transverse webs 15.1, 15.2 such that the bow-shaped connecting elements 20 can be completely inserted from above or below.
  • the receiving grooves 40 have in plan view, ie in horizontal cross-section, an L-shape. This L-shape is in the enlarged section of the Fig. 7 particularly clearly visible.
  • the L-shape is composed of a trunk 41 and a base 42 extending substantially perpendicular to the trunk 41.
  • the trunk 41 has a clear width A1 in the horizontal cross section.
  • the base 42 has a clear width A2 in the horizontal cross section.
  • the width A2 is preferably somewhat larger than the width A1 in all embodiments, in order to allow a problem-free tilting of the bow-shaped connecting element 20.
  • the width A1 is in all embodiments a few millimeters larger than the outer diameter of the bow-shaped connecting element 20th
  • the connecting element 20 is preferably designed as a bow-shaped metal clip or plastic clip which has a U-shape, as in FIG Fig. 8 shown. It is therefore also referred to as a bow-shaped connecting element 20.
  • the bow-shaped connecting element 20 has two substantially parallel legs 22 and a connecting web 21 which extends between the two legs 22.
  • the basic elements 11.1, 11.2 serve as shuttering elements for creating / erecting a wall 100, wherein these shuttering elements remain permanently in the wall 100.
  • the basic elements 11.1, 11.2 After the basic elements 11.1, 11.2 have been preassembled and the respective spacings AS between the basic elements 11.1, 11.2 set (fixed with one or more connecting elements 20) and locked, the continuous interior spaces 16.1, 16.2 are filled with the mentioned filler 50.
  • the basic elements 11.1, 11.2 serve as shuttering in order to prevent the filler 50 from flowing away or leaking out. Together with the filler results from the basic elements 11.1, 11.2 a very stable wall 100, which may have a constant thickness or a pyramid-shaped decreasing thickness, if necessary.
  • a wall 100 with a pyramidally decreasing thickness has in the foot area, ie on the wall foot 30 (see Fig. 6 ), the largest wall thickness and is statically particularly advantageous. Anchoring with ground anchors is no longer necessary in many cases.
  • the clip 20, ie the bow-shaped connecting element 20, can be fixed in all embodiments either by the filler 50 or by a separate securing element (eg a wedge).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Revetment (AREA)

Description

Gegenstand der Erfindung sind Mauerelemente zum Erstellen einer Mauer, Mauern mit entsprechenden Mauerelementen und Verfahren zum Errichten einer entsprechenden Mauer. Vorzugsweise geht es um Böschungsmauern, Gartenmauern, Schallschutzwände und andere Mauern im Aussenbereich.The invention relates to wall elements for creating a wall, walls with corresponding wall elements and methods for building a corresponding wall. Preferably it is about embankment walls, garden walls, soundproof walls and other walls in the outdoor area.

Aus dem Stand der Technik sind sehr viele verschiedene Systeme bekannt, die zum Erstellen von derartigen Mauern ausgelegt sind. Eine Lösung, die eine hohe Standsicherheit aufweist, ist aus der Offenlegungsschrift DE 3033650 A1 bekannt. In dieser Offenlegungsschrift wird vorgeschlagen, eine Mauer aus schweren, aufeinandergesetzten, kastenförmigen Elementen so aufzubauen, dass die Mauer nach oben hin - ähnlich einer Pyramide - schmaler wird. Auf diese Weise lässt sich zum Beispiel eine Schallschutzwall aus den kastenförmigen Elementen erstellen. Die Tiefe der kastenförmigen Elemente nimmt mit zunehmender Höhe der Mauer ab.Very many different systems are known from the prior art, which are designed to create such walls. A solution that has a high stability, is from the published patent application DE 3033650 A1 known. In this publication, it is proposed to build a wall of heavy, stacked, box-shaped elements so that the wall is upwards - similar to a pyramid - narrower. In this way, for example, create a sound barrier from the box-shaped elements. The depth of the box-shaped elements decreases with increasing height of the wall.

Aus der europäischen Patentanmeldung EP 322667 A1 ist ein System bekannt, das hohle Bauelemente umfasst, aus denen sich Mauern erstellen lassen. Die hohlen Bauelemente haben einen oben und unten offenen Hohlraum, der durch mindestens eine von oben nach unten verlaufende Trennwand in zwei Kammern unterteilt ist. Die Bauelemente werden versetzt aufeinander geschichtet und wenigstens teilweise mit Erde gefüllt. Nur ein Teil der Kammern liegt an der Maueraussenseite. Wenigstens ein Teil der nicht an der Maueraussenseite liegenden Kammern wird mit Beton befüllt.From the European patent application EP 322667 A1 For example, a system is known that includes hollow components from which walls can be made. The hollow components have a cavity open at the top and at the bottom, which is subdivided into two chambers by at least one partition which runs from top to bottom. The components are stacked and stacked at least partially filled with earth. Only a part of the chambers is located on the wall outside. At least a part of the not on the wall outside chambers are filled with concrete.

Aus der Schweizer Patentanmeldung CH 612238 A5 ist ein System bekannt, das Zweikammer-Bauelemente umfasst, aus denen sich Mauern erstellen lassen. Diese Zweikammer-Bauelemente sind jedoch nicht flexibel einsetzbar.From the Swiss patent application CH 612238 A5 For example, a system is known which comprises dual-chamber components from which walls can be made. However, these two-chamber components are not flexible.

Aus der französischen Patentschrift FR959948 A , die aus dem Jahre 1949 stammt, und ein Mauerelement gemäß dem Oberbegriff des Anspruchs 1 offenbart, ist eine sehr frühe Form von Mauerelementen bekannt, die so ausgelegt sind, das jeweils zwei Mauerelemente mit zwei U-förmigen Klammern zusammengefügt werden können. Jedes Mauerelement umfasst entsprechende Sackbohrungen, die sich senkrecht in das Material der Mauerelemente erstrecken und am Ansatzpunkt der Sackbohrung je eine offene Kavität zur versenkten Aufnahme der Klammern umfassen.From the French patent FR959948 A , which dates from 1949, and discloses a wall element according to the preamble of claim 1, a very early form of wall elements is known, which are designed so that each two wall elements can be joined together with two U-shaped brackets. Each wall element comprises corresponding blind holes which extend perpendicularly into the material of the wall elements and at the point of approach of the blind bore each comprise an open cavity for sunk receiving the brackets.

Aus der französischen Patentschrift FR549299 A , die aus dem Jahre 1922 stammt, ist eine sehr frühe Form von Mauerelementen bekannt, die so ausgelegt sind, das sie einen offenen Zwischenbereich aufweisen, der für die Zirkulation von Luft geeignet ist. Auch hier werden jeweils zwei Mauerelemente mit zwei Klammern zusammengefügt. Die Klammern haben eine schwalbenschwanzähnliche, relativ klobige Form.From the French patent FR549299 A , which dates from 1922, is a very early form of wall elements, which are designed to have an open intermediate area suitable for the circulation of air. Again, two wall elements are joined together with two brackets. The brackets have a dovetail-like, relatively chunky shape.

Eine elastische Splitterschutzwand, die aus Formelementen aufgebaut ist, kann der Deutschen Auslegeschrift DE 1062419 entnommen werden.An elastic splinter protection wall, which is built up from form elements, can the German Auslegeschrift DE 1062419 be removed.

Es gibt verschiedene andere Systeme und Module, die zum Einsatz kommen, um je nach Situation und Vorgabe Mauern zu erstellen. Um diesen Mauern die erforderliche Stabilität zu geben, werden sie entweder sehr massiv und schwer ausgelegt, oder sie werden mit Ankern in dem abzufangenden oder abzustützenden Erdreich oder Felsen verankert.There are several other systems and modules that are used to create walls, depending on the situation and the specification. To give these walls the required stability, they are either very massive and heavy designed, or they are anchored with anchors in the soil or rock to be intercepted or supported.

Der Material- und Arbeitsaufwand ist dabei häufig sehr gross, zumal häufig neben den statischen Vorgaben auch ästhetische Aspekte eine Rolle spielen können.The material and work effort is often very large, especially since in addition to the static requirements and aesthetic aspects can play a role.

Es stellt sich daher die Aufgabe ein neues, modular aufgebautes System bereit zu stellen, das es ermöglicht sehr stabile und optisch ansprechende Mauern zu erstellen. Dabei soll möglichst mit wenigen Teilen gearbeitet werden, um den Aufwand bei der Herstellung und der Lagerhaltung klein zu halten.It is therefore the task of a new, modular system to provide, which makes it possible to create very stable and visually appealing walls. It should be possible to work with a few parts to keep the cost of manufacturing and storage small.

Gemäss Erfindung wird ein Mauerelement gemäß Anspruch 1 bereit gestellt, das speziell zum Erstellen von Mauern ausgelegt ist. Das Mauerelement umfasst zwei Grundelemente und mindestens ein Verbindungselement. Jedes der Grundelemente umfasst eine Lateralplatte mit einer Aussenfläche und einer Innenfläche. Ausserdem ist mindestens ein Quersteg im Bereich der Innenfläche angeordnet, der sich im Wesentlichen senkrecht zur Fläche der Lateralplatte erstreckt. Im vormontierten Zustand, d.h. bevor eine Füllmasse in Innenräume zwischen den Grundelementen eingefüllt wird, sind die beiden Grundelemente so angeordnet, dass die Fläche der ersten Lateralplatte parallel zu der Fläche der zweiten Lateralplatte steht und dass der Quersteg der ersten Lateralplatte fluchtend zum Quersteg der zweiten Lateralplatte steht. Das erwähnte Verbindungselement dient dazu den Abstand der beiden Grundelemente festzulegen, die beiden Grundelemente miteinander zu verbinden und miteinander zu verriegeln, um ihnen vor und während des Befüllens Stabilität zu verleihen.According to the invention, a wall element is provided according to claim 1, which is designed especially for creating walls. The wall element comprises two basic elements and at least one connecting element. Each of the basic elements comprises a lateral plate having an outer surface and an inner surface. In addition, at least one transverse web is arranged in the region of the inner surface, which extends substantially perpendicular to the surface of the lateral plate. In the preassembled state, i. before a filling material is introduced into interiors between the primitives, the two primitives are arranged such that the surface of the first lateral plate is parallel to the surface of the second lateral plate and that the transverse web of the first lateral plate is aligned with the transverse web of the second lateral plate. The mentioned connecting element serves to define the distance of the two basic elements, to connect the two basic elements together and to lock together in order to give them stability before and during filling.

Gemäss Erfindung weist jeder Quersteg eine vertikale Endfläche mit einer Aufnahmenut auf, die sich über die gesamte Höhe der vertikalen Endfläche erstreckt. Diese Aufnahmenut mündet auf der Oberseite des Grundelements in einer Oberfläche und auf der Unterseite des Grundelements in einer Unterfläche, und sie weist von der Oberfläche bis zu der Unterfläche einen L-förmigen, durchgängigen Horizontalquerschnitt auf. Diese spezielle Form, Ausrichtung und Anordnung der Aufnahmenut ermöglicht das Einschieben des Verbindungselements von der Oberseite oder der Unterseite her. Ausserdem ermöglicht der L-förmige, durchgängige Horizontalquerschnitt ein Verkippen des Verbindungselements, wobei nach dem Verkippen die beiden Grundelemente relativ zueinander verriegelt sind.According to the invention, each transverse web has a vertical end surface with a receiving groove which extends over the entire height of the vertical end surface. This receiving groove opens on the top of the base member in a surface and on the underside of the base member in a lower surface, and it has an L-shaped, continuous horizontal cross-section from the surface to the lower surface. This special shape, orientation and arrangement of the receiving groove allows the insertion of the connecting element from the top or the bottom. In addition, the L-shaped, continuous horizontal cross-section allows tilting of the connecting element, wherein after tilting the two basic elements are locked relative to each other.

Die Verbindungselemente dienen, wie erwähnt, auch dazu, den Abstand der beiden Grundelemente vorzugeben. Durch den Einsatz verschieden grosser Verbindungselemente, kann die Innenweite der zu erstellenden Mauer, d.h. der gegenseitige Abstand der Grundelemente vorgegeben werden.The connecting elements serve, as mentioned, also to specify the distance between the two basic elements. By using different sized fasteners, the inner width of the wall to be created, i. the mutual distance of the basic elements are specified.

Die Erfindung lässt sich auf Mauern, insbesondere Hangsicherungsmauern, Stützmauern, Schallschutzwände, Gartenmauern, Böschungsmauern, Grenzmauern und andere Wände anwenden. Da die Mauern der Erfindung stets mit Füllmaterial befüllt sind, wird im Folgenden auch von einer Vollkörpermauer gesprochen.The invention can be applied to walls, in particular slope protection walls, retaining walls, soundproof walls, garden walls, embankment walls, boundary walls and other walls. Since the walls of the invention are always filled with filler, is also spoken of a solid wall in the following.

Weitere Einzelheiten und Vorteile der Erfindung werden im Folgenden anhand von Ausführungsbeispielen und mit Bezug auf die Zeichnung beschrieben. Es zeigen:

Fig. 1A
eine perspektivische Ansicht einer ersten Ausführungsform eines Mauerelements, das im vormontierten Zustand eine Doppel-T-Form aufweist;
Fig. 18
eine stark vereinfachte perspektivische Darstellung der Doppel-T-Form des Mauerelements nach Fig. 1A;
Fig. 2A
eine perspektivische Ansicht einer zweiten Ausführungsform eines Mauerelements, das im vormontierten Zustand eine Doppel- π-Form aufweist;
Fig. 2B
eine stark vereinfachte perspektivische Darstellung der Doppel-π-Form des Mauerelements nach Fig. 2A;
Fig. 3A
eine Seitenansicht eines Grundelements der zweiten Ausführungsform;
Fig. 3B
eine Schnittansicht des Grundelements nach Fig. 3A;
Fig. 3C
eine Rückansicht des Grundelements nach Fig. 3A;
Fig. 3D
eine Vorderansicht des Grundelements nach Fig. 3A;
Fig. 3E
eine Draufsicht des Grundelements nach Fig. 3A;
Fig. 4A
eine Schnittansicht einer Mauer mit zwei übereinanderliegenden Mauerelementen nach Fig. 2A, wobei die Mauer eine erste Tiefe hat;
Fig. 4B
eine Draufsicht einer Reihe der Mauer nach Fig. 4A;
Fig. 5
eine Vorderansicht eines Abschnitts einer Mauer;
Fig. 6
eine perspektivische Ansicht eines Teils einer Mauer im vormontierten Zustand während des Befüllens mit einem Füllstoff;
Fig. 7
eine Draufsicht des Zwischenprodukts; mit einem vergrösserten Ausschnitt eines Teils eines Querstegs;
Fig. 8
eine schematisierte Seitenansicht einer Ausführungsform einer spangenartigen Klammer, die als Verbindungselement dient.
Further details and advantages of the invention will be described below with reference to embodiments and with reference to the drawings. Show it:
Fig. 1A
a perspective view of a first embodiment of a wall member having a double T-shape in the preassembled state;
Fig. 18
a greatly simplified perspective view of the double-T shape of the wall element after Fig. 1A ;
Fig. 2A
a perspective view of a second embodiment of a wall member having a double π-shape in the preassembled state;
Fig. 2B
a greatly simplified perspective view of the double π-shape of the wall element after Fig. 2A ;
Fig. 3A
a side view of a basic element of the second embodiment;
Fig. 3B
a sectional view of the primitive after Fig. 3A ;
Fig. 3C
a rear view of the primitive after Fig. 3A ;
Fig. 3D
a front view of the primitive after Fig. 3A ;
Fig. 3E
a plan view of the primitive after Fig. 3A ;
Fig. 4A
a sectional view of a wall with two superposed wall elements after Fig. 2A wherein the wall has a first depth;
Fig. 4B
a top view of a row of the wall behind Fig. 4A ;
Fig. 5
a front view of a portion of a wall;
Fig. 6
a perspective view of a portion of a wall in the preassembled state during filling with a filler;
Fig. 7
a plan view of the intermediate product; with an enlarged section of part of a crosspiece;
Fig. 8
a schematic side view of an embodiment of a clasp-like clip, which serves as a connecting element.

Die Erfindung wird im Folgenden anhand einiger Ausführungsbeispiele beschrieben. Vorher werden zwei beispielhafte Mauerelemente 10 anhand von Fig. 1A und Fig. 2A erläutert. Bei diesen beiden Mauerelementen 10 handelt es sich um Grundelemente, die in allen Ausführungsformen zur Anwendung kommen können.The invention will be described below with reference to some embodiments. Before, two exemplary wall elements 10 based on Fig. 1A and Fig. 2A explained. These two wall elements 10 are basic elements that can be used in all embodiments.

Jedes der Mauerelemente 10 ist speziell zum Erstellen einer Mauer 100 (siehe z.B. Fig. 6) ausgelegt. Ein Mauerelement 10 zeichnet sich dadurch aus, dass es zwei Grundelemente 11.1, 11.2 und mindestens ein bügelförmiges Verbindungselement 20 umfasst. Jedes der Grundelemente 11.1, 11.2 umfasst eine Lateralplatte 12.1, 12.2 mit einer Aussenfläche 13.1, 13.2, die auch als Sichtfläche bezeichnet wird, und einer Innenfläche 14.1, 14.2, die nach Innen gerichtet und daher im montierten Zustand nicht mehr sichtbar ist. Weiterhin ist mindestens ein Quersteg 15.1, 15.2 pro Grundelement 11.1, 11.2 vorgesehen. Der Quersteg 15.1, 15.2 ist im Bereich der Innenfläche 14.1, 14.2 angeordnet ist und erstreckt sich im Wesentlichen senkrecht zur Vertikalfläche F.1, F.2 der Lateralplatte 12.1, 12.2. Die besagten Vertikalflächen F.1, F.2 sind in Fig. 1A durch strichlierte Linien angedeutet. Die Lateralplatte 12.1 spannt die Fläche F.1 und die Lateralplatte 12.2 spannt die Flächen F.2 auf.Each of the wall elements 10 is specifically for creating a wall 100 (see, eg Fig. 6 ) designed. A wall element 10 is characterized in that it comprises two basic elements 11.1, 11.2 and at least one bow-shaped connecting element 20. Each of the basic elements 11.1, 11.2 comprises a lateral plate 12.1, 12.2 with an outer surface 13.1, 13.2, which is also referred to as a visible surface, and an inner surface 14.1, 14.2, which is directed inward and is therefore no longer visible in the assembled state. Furthermore, at least one transverse web 15.1, 15.2 per basic element 11.1, 11.2 is provided. The transverse web 15.1, 15.2 is arranged in the region of the inner surface 14.1, 14.2 and extends substantially perpendicular to the vertical surface F.1, F.2 of the lateral plate 12.1, 12.2. The said vertical surfaces F.1, F.2 are in Fig. 1A indicated by dashed lines. The lateral plate 12.1 biases the surface F.1 and the lateral plate 12.2 biases the surfaces F.2.

Die Vertikalflächen F.1, F.2 werden als Vertikalflächen bezeichnet, da sie im montierten Zustand, d.h. bei einer Mauer 100, senkrecht im Raum stehen.The vertical surfaces F.1, F.2 are referred to as vertical surfaces, since they are in the assembled state, i. at a wall 100, stand vertically in the room.

Im Folgenden wird zwischen dem vormontierten Zustand und dem endgültigen Zustand unterschieden. Beim vormontierten Zustand handelt es sich um den Zustand während des Erstellen einer Mauer 100. Im vormontierten Zustand sind die durchgängigen Innenräume 16.1 und/oder 16.2, die sich zwischen den Grundelementen 11.1, 11.2 ergeben, noch nicht mit einem Füllmaterial (wie z.B. Erde und/oder Steine und/oder Zement) befüllt.In the following, a distinction is made between the pre-assembled state and the final state. The pre-assembled state is the Condition during the creation of a wall 100. In the preassembled state, the continuous interiors 16.1 and / or 16.2, which arise between the primitives 11.1, 11.2, not yet filled with a filler (such as soil and / or stones and / or cement) ,

Im vormontierten Zustand sind die beiden Grundelemente 11.1, 11.2 so angeordnet bzw. positioniert, dass die Vertikalfläche F.1 der ersten Lateralplatte 12.1 im Wesentlichen parallel zu der Vertikalfläche F.2 der zweiten Lateralplatte 12.2 steht und dass der Quersteg 15.1 der ersten Lateralplatte 12.1 fluchtend zum Quersteg 15.2 der zweiten Lateralplatte 12.2 steht. Unter fluchtender Anordnung der Querstege 15.1, 15.2 ist hier eine Anordnung zu verstehen, wo die Längsachse LA.1 des Querstegs 15.1 parallel zu der Längsachse LA.2 des Querstegs 15.2 verläuft. Falls die beiden Grundelemente 11.1, 11.2 ideal zueinander ausgerichtet sind, liegen die beiden Vertikalflächen F.1 und F.2 genau parallel zueinander und die erwähnten Längsachsen LA.1, LA.2 der Querstege 15.1, 15.2 fallen genau zusammen (d.h. LA.1 = LA.2), wie in Fig. 1A beispielhaft gezeigt.In the preassembled state, the two basic elements 11.1, 11.2 are arranged or positioned such that the vertical surface F.1 of the first lateral plate 12.1 is substantially parallel to the vertical surface F.2 of the second lateral plate 12.2 and that the transverse web 15.1 of the first lateral plate 12.1 is aligned to the crossbar 15.2 of the second lateral plate 12.2 stands. Under aligned arrangement of the transverse webs 15.1, 15.2, an arrangement is to be understood here, where the longitudinal axis LA.1 of the transverse web 15.1 runs parallel to the longitudinal axis LA.2 of the transverse web 15.2. If the two basic elements 11.1, 11.2 are ideally aligned with each other, the two vertical surfaces F.1 and F.2 are exactly parallel to one another and the aforementioned longitudinal axes LA.1, LA.2 of the transverse webs 15.1, 15.2 coincide exactly (ie LA.1 = LA.2), as in Fig. 1A shown by way of example.

Es kommt vorzugsweise pro Mauerelement 10 mindestens ein bügelartiges Verbindungselement 20 zum Einsatz, um die beiden Grundelemente 11.1, 11.2 miteinander zu verbinden. Die Ausführungsform in Fig. 1A weist pro Grundelement 11.1, 11.2 nur einen Quersteg 15.1, 15.2 und auch nur ein bügelartiges Verbindungselement 20 auf, während die Ausführungsform in Fig. 2A zwei Querstege 15.1, 15.2 und auch zwei bügelartige Verbindungselemente 20 pro Grundelement 11.1, 11.2 aufweist.It is preferably per wall element 10 at least one bow-shaped connecting element 20 is used to connect the two basic elements 11.1, 11.2 together. The embodiment in Fig. 1A has per base element 11.1, 11.2 only one crosspiece 15.1, 15.2 and only one bow-shaped connecting element 20, while the embodiment in Fig. 2A two transverse webs 15.1, 15.2 and also two bow-shaped connecting elements 20 per basic element 11.1, 11.2.

Die ideale Positionierung der Grundelement 11.1, 11.2 ist in den Figuren 1A und 2A anhand von zwei unterschiedlichen Ausführungsformen zu erkennen. Bei der Ausführungsform nach Fig. 1A weist das Mauerelement 10 im vormontierten Zustand eine Doppel-T-Form (in der Draufsicht betrachtet) auf. Die Doppel-T-Form kann auch als H-Form betrachtet und bezeichnet werden. Eine stark vereinfachte perspektivische Darstellung der Doppel-T-Form des Mauerelements nach Fig. 1A ist in Fig. 1B durch dicke Striche angedeutet.The ideal positioning of the basic element 11.1, 11.2 is in the FIGS. 1A and 2A to recognize by two different embodiments. In the embodiment according to Fig. 1A the wall element 10 in the preassembled state a double-T-shape (viewed in plan view) on. The double T-shape can also be considered and designated as H-shape. A highly simplified perspective view of the double-T shape of the wall element after Fig. 1A is in Fig. 1B indicated by thick dashes.

Bei der Ausführungsform nach Fig. 2A weist das Mauerelement 10 im vormontierten Zustand eine Doppel-π-Form (in der Draufsicht betrachtet) auf. Die Doppel-π-Form kann auch als Leiterform betrachtet und bezeichnet werden. Eine stark vereinfachte perspektivische Darstellung der Doppel-π-Form des Mauerelements nach Fig. 2A ist in Fig. 2B durch dicke Striche angedeutet.In the embodiment according to Fig. 2A the wall element 10 in the preassembled state a double-π-shape (viewed in plan view) on. The double π-shape can also be considered and designated as a ladder form. A highly simplified perspective view of the double π-shape of the wall element after Fig. 2A is in Fig. 2B indicated by thick dashes.

Anhand der Figuren 1A und 2A werden nun beispielhafte Massangaben gemacht. Die Aussenfläche 13.1 des ersten Grundelements 11.1 und die Aussenfläche 13.2 des zweiten Grundelements 11.2 haben typischerweise eine quadratische oder rechteckige Grundform mit den Kantenmassen L1 x H1. Der Abstand der Vorderkante der Aussenfläche 13.1 zur Vorderkante der Aussenfläche 13.2 wird mit T1 bezeichnet. Der Abstand T1 hängt unter anderem davon ab, wie weit die Endflächen 17 (siehe Fig. 1A und Fig. 4B) der Querstege 15.1 und 15.2 voneinander beabstandet sind.Based on FIGS. 1A and 2A now exemplary measures are made. The outer surface 13.1 of the first base element 11.1 and the outer surface 13.2 of the second base element 11.2 typically have a square or rectangular basic shape with the edge masses L1 x H1. The distance of the front edge of the outer surface 13.1 to the front edge of the outer surface 13.2 is designated T1. The distance T1 depends inter alia on how far the end surfaces 17 (see Fig. 1A and Fig. 4B ) of the transverse webs 15.1 and 15.2 are spaced from each other.

Bei allen Ausführungsformen weisen die vertikalen Endflächen 17 eine Aufnahmenut 40 auf, die sich über die gesamte Höhe H2 der vertikalen Endfläche 17 erstreckt. Hier sei angemerkt, dass unter Umständen die Höhe H2 der Querstege kleiner sein kann als die Höhe H1. Vorzugsweise ist jedoch bei allen Ausführungsformen die Höhe H2 = H1, um die Entformbarkeit (wie später beschrieben) zu gewährleisten.In all embodiments, the vertical end surfaces 17 have a receiving groove 40 which extends over the entire height H2 of the vertical end surface 17. It should be noted that under certain circumstances, the height H2 of the transverse webs may be smaller than the height H1. Preferably, however, in all embodiments, the height H2 = H1, to ensure the mold release (as described later).

Bei allen Ausführungsformen münden die Aufnahmenuten 40 auf der Oberseite des Grundelements 11.1, 11.2 in einer Oberfläche O1 (siehe Fig. 3C) und auf der Unterseite des Grundelements 11.1, 11.2 in einer Unterfläche U1 (siehe Fig. 3C) mündet. Ausserdem haben die Aufnahmenuten 40 stets einen L-förmigen, durchgängigen Horizontalquerschnitt, der sich von der Oberfläche O1 bis zu der Unterfläche U1 erstreckt.In all embodiments, the receiving grooves 40 open on the upper side of the basic element 11.1, 11.2 in a surface O1 (see Fig. 3C ) and on the underside of the base element 11.1, 11.2 in a lower surface U1 (see Fig. 3C ) opens. In addition, the receiving grooves 40 always have an L-shaped, continuous horizontal cross-section which extends from the surface O1 to the lower surface U1.

Die Endflächen 17 der Querstege 15.1 und 15.2 können bei einer Ausführungsform plan aneinander liegen. In diesem Fall ist der Stegabstand AS=0. Diese Montageposition ergibt den Minimalabstand T1, der durch die folgenden Masse T1 = 2(DL + LS)+ 0 bestimmt ist.The end faces 17 of the transverse webs 15.1 and 15.2 can lie flat against one another in one embodiment. In this case the web distance AS = 0. This mounting position gives the minimum distance T1, which is determined by the following mass T1 = 2 (DL + LS) + 0.

Je nach Bedarf kann der Abstand AS zwischen den Querstegen 15.1 und 15.2 und damit auch der Abstand T1 beliebig vergrössert werden. In den Figuren 4A und 4B ist ein Zustand gezeigt, bei dem der Abstand AS z.B. 50 mm beträgt. Die folgende Tabelle gibt weitere Details zu beispielhaften Ausführungsformen: Bevorzugter Bereich [mm] Konkretes Beispiel [mm] Länge L1 der Aussenfläche 200 - 1000 500 Höhe H1 der Aussenfläche 100 bis 500 200 Abstand T1 150 - 1000 500 Stegabstand AS 0 - 700 200 Steglänge LS 50 - 300 150 Mauerstärke = T1 5000*) Dicke der Lateralplatte DL 20 - 200 55 *) Die Mauerstärke kann im Fussbereich der Mauer 100 grösser sein als weiter oben Depending on requirements, the distance AS between the transverse webs 15.1 and 15.2 and thus also the distance T1 can be increased as desired. In the FIGS. 4A and 4B a state is shown in which the distance AS is 50 mm, for example. The following table gives further details of exemplary embodiments: Preferred range [mm] Specific example [mm] Length L1 of the outer surface 200 - 1000 500 Height H1 of the outer surface 100 to 500 200 Distance T1 150 - 1000 500 Bar distance AS 0 - 700 200 Bridge length LS 50 - 300 150 wall thickness = T1 5000 *) Thickness of the lateral plate DL 20 - 200 55 *) The wall thickness in the foot area of the wall can be greater than above

In Fig. 5 ist eine Vorderansicht (Sichtseite) eines Teils einer Mauer 100 gezeigt, die aus mehreren Mauerelementen 10 aufgebaut ist. Vorzugsweise haben die Mauerelemente 10 bei allen Ausführungsformen je eine umlaufende Fase oder gebrochene Kante 18.In Fig. 5 is shown a front view (visible side) of a part of a wall 100, which is composed of a plurality of wall elements 10. Preferably, the wall elements 10 each have a circumferential chamfer or broken edge 18 in all embodiments.

Vorzugsweise haben die Mauerelemente 10 bei allen Ausführungsformen schräg angestellte Hochkanten 19 (siehe z.B. Fig. 3C und Fig. 3E). Durch diese Massnahme ist es möglich die Mauerelemente 10 so nebeneinander anzuordnen, dass sie einen Polygonenzug oder einen angenäherten Kreisbogen ergeben. Falls die Mauerelemente 10 in einer geraden Reihe nebeneinander angeordnet werden, ergibt sich aufgrund der schräg angestellten Hochkanten 19 ein dreieckförmiger Ausschnitt 101 (siehe z.B. Fig. 4B) im Zwischenbereich zwischen zwei benachbarten Mauerelementen 10.Preferably, the wall elements 10 in all embodiments obliquely raised edges 19 (see, eg 3C and 3E ). By this measure, it is possible the wall elements 10 to be arranged side by side so that they result in a Polygonenzug or an approximate circular arc. If the wall elements 10 are arranged side by side in a straight row, results in a triangular cut-out 101 due to the obliquely raised edges 19 (see, eg Fig. 4B ) in the intermediate region between two adjacent wall elements 10.

In Fig. 6 ist eine perspektivische Ansicht eines Teils einer Mauer 100 im vormontierten Zustand gezeigt. Die gezeigte Mauer 100 umfasst hier drei Reihen von Mauerelementen 100, die hier versetzt aufeinander platziert wurden, um einen Verzahnungseffekt zu erzielen. Die Mauerelemente 10 können aber auch ohne Versatz in Reihen und Spalten aufeinander gesetzt werden, da sich die erforderliche Stabilität abschliessend durch das Auffüllen der durchgängigen Hohlräume 16.1, 16.2 mit Füllstoff 50 ergibt. Der Füllstoff 50, vor allem wenn Gips oder Zement verwendet wird, verbindet die einzelnen Mauerelemente 10 fest miteinander. In Fig. 6 ist beispielhaft und schematisch anhand der untersten Mauerreihe gezeigt, dass die durchgängigen Innenräume 16.1, 16.2 mit einem fliessfähigen Füllstoff 50 befüllt werden können. Der Innenraum 16.2 wurde hier nicht vollständig mit dem Füllstoff 50 befüllt.In Fig. 6 is a perspective view of a portion of a wall 100 shown in the preassembled state. The wall 100 shown here comprises three rows of wall elements 100, which have been placed offset from one another here in order to achieve a toothing effect. But the wall elements 10 can also Without offset in rows and columns are placed on each other, since the required stability is finally by filling the continuous cavities 16.1, 16.2 results with filler 50. The filler 50, especially if gypsum or cement is used, connects the individual wall elements 10 firmly together. In Fig. 6 is exemplary and shown schematically on the bottom wall row that the continuous interior spaces 16.1, 16.2 can be filled with a flowable filler 50. The interior 16.2 was not completely filled with the filler 50 here.

Vorzugsweise kommt bei allen Ausführungsformen ein fliessfähiger Füllstoff 50 zum Einsatz, der aushärtet oder kompakt wird.Preferably, in all embodiments, a flowable filler 50 is used which hardens or becomes compact.

Vorzugsweise kommen bei allen Ausführungsformen Monierstahlelemente (nicht in den Zeichnungen gezeigt) zum Einsatz, die in den Füllstoff 50 eingesetzt oder eingebracht werden, um der Mauer 100 zusätzliche Stabilität zu verleihen. Besonders als Monierstahlelemente bevorzugt sind Stahlanker, Stahlkörbe, Stahlbewehrungen, Stahlstäbe, oder Stahlmatten.Preferably, in all embodiments, scraper elements (not shown in the drawings) are used which are inserted or inserted into the filler 50 to provide added stability to the wall 100. Particularly preferred as Monierstahlelemente are steel anchors, steel baskets, steel reinforcements, steel bars, or steel mats.

Vorzugsweise umfassen den Mauerelement 10 bei allem Ausführungsformen einen Rücksprung oder eine Art Kavität 32 (siehe Fig. 6), damit nach dem Befüllen mit Füllstoff 50 die beiden Grundelemente 11.1, 11.2 des Mauerelements 10 nicht mehr auseinander rutschen können. Ein solcher Rücksprung oder eine solche Kavität 32 ist in Fig. 3E mit dem entsprechenden Bezugszeichen versehen. In Fig. 6 ist zu erkennen, wie der Füllstoff 50 diesen Rücksprung bzw. diese Kavität 32 auffüllt. Nach dem Aushärten des Füllstoffes 50 können die entsprechenden Grundelemente 11.1, 11.2 nicht mehr voneinander getrennt werden. Der Einsatz solcher Rücksprünge bzw. Kavitäten 32 ist optional, da durch das Verriegeln der Grundelemente 11.1, 11.2 durch das/die bügelförmigen Verbindungselemente 20 ein auseinander Bewegen der Grundelemente 11.1, 11.2 verhindert wird.In all embodiments, the wall element 10 preferably comprises a recess or a type of cavity 32 (see FIG Fig. 6 ), so that after filling with filler 50, the two basic elements 11.1, 11.2 of the wall element 10 can not slip apart. Such a recess or cavity 32 is in Fig. 3E provided with the corresponding reference number. In Fig. 6 It can be seen how the filler 50 fills this return or this cavity 32. After curing of the filler 50, the corresponding basic elements 11.1, 11.2 can no longer be separated from each other. The use of such recesses or cavities 32 is optional, as by the locking of the base elements 11.1, 11.2 by the / the bow-shaped connecting elements 20 apart from moving the basic elements 11.1, 11.2 is prevented.

Vorzugsweise kommen bei allen Ausführungsformen die bügelförmigen Verbindungselemente 20 zum Verriegeln und die erwähnten Rücksprünge bzw. Kavitäten 32 zum Einsatz, um eine dauerhafte Stabilität zu gewährleisten.Preferably, in all embodiments, the bow-shaped connecting elements 20 are used for locking and the mentioned recesses or cavities 32 are used in order to ensure lasting stability.

Die Mauer 100, die in Fig. 6 gezeigt ist, hat am Mauerfuss 30 die selbe Dicke wie an der Mauerkrone 31. Bei einer Mauer 100, die aus Mauerelementen 10 nach Fig. 2A aufgebaut ist, ergeben sich zwei Arten von Innenräumen 16.1, 16.2. Die Innenräume 16.1 sind inhärent in den Mauerelementen 10 nach Fig. 2A vorhanden, d.h. jedes dieser Mauerelementen 10, das eine Doppel-π-Form aufweist, umschliesst seitlich einen Innenraum 16.1. Zwischen zwei benachbarten Mauerelementen 10 ergibt sich im vormontierten Zustand ein zweiter Innenraum 16.2, der hier auch als Zwischenraum bezeichnet wird. Bei dem Aneinanderreihen von Mauerelementen 10 nach Fig. 1A, ergeben sich jeweils nur Zwischenräume 16.2.The wall 100, which in Fig. 6 is shown, the wall thickness 30 has the same thickness as on the wall crown 31. In a wall 100, the wall elements 10 after Fig. 2A is constructed, there are two types of interiors 16.1, 16.2. The interior spaces 16.1 are inherent in the wall elements 10 Fig. 2A present, ie, each of these wall elements 10, which has a double-π-shape, laterally encloses an inner space 16.1. Between two adjacent wall elements 10 results in the preassembled state, a second interior 16.2, which is also referred to here as a gap. In the juxtaposition of wall elements 10 after Fig. 1A , each result only in spaces 16.2.

Bei allen Ausführungsformen sind die Zwischenräume 16.1 und 16.2 komplett von oben bis unten (d.h. in Vertikalrichtung) durchgängig.In all embodiments, the spaces 16.1 and 16.2 are completely continuous from top to bottom (i.e., in the vertical direction).

Vorzugsweise kommt bei allen Ausführungsformen ein Material aus der folgenden Gruppe als Füllstoff zum Einsatz: Steine, Schotter, Beton, Mörtel, Kunststoff, Kunststoff-Beton, Asphalt, Teer, oder eine Mischung von zwei oder mehr als zwei der genannten Materialien. Als Füllstoff kann auch ein schallabsorbierender Füllstoff, z.B. ein spezieller Beton eingesetzt werden.Preferably, in all embodiments, a material from the following group is used as a filler: stones, crushed stone, concrete, mortar, plastic, plastic concrete, asphalt, tar, or a mixture of two or more than two of said materials. As the filler, a sound absorbing filler, e.g. a special concrete can be used.

Da die Zwischenräume 16.1 und 16.2 komplett von oben bis unten durchgängig sind, erstreckt sich auch die Befüllung 50 über die ganze Höhe der Mauer 100 (wenn ausreichend Füllstoff 50 eingefüllt wird).Since the spaces 16.1 and 16.2 are completely continuous from top to bottom, the filling 50 extends over the entire height of the wall 100 (if sufficient filler 50 is filled).

Vorzugsweise sind die Mauerelementen 10 bei allen Ausführungsformen aus Stein, Beton, Kunststoff-Beton, Kunststoff oder einer Mischung von zwei oder mehr als zwei der genannten Materialien gefertigt. Besonders bevorzugt sind Mauerelemente, die aus einem oder mehreren der genannten Materialien gegossen sind. Die Mauerelementen 10 respektive die Grundelemente 11.1, 11.2 haben eine Form, die problemlos durch Giessen und Entformen aus der Giessform hergestellt werden können, d.h. die Form ist bewusst entformbar ausgelegt. Aus diesem Grund ist die Aufnahmenut 40 durchgängig. Je nach Giessverfahren und Giessform, die zum Einsatz kommt, müssen die Grundelemente 11.1, 11.2 einen Horizontalquerschnitt haben, der über die gesamte Höhe H1 identisch ist, d.h. die Grundelemente 11.1, 11.2 dürfen sich nicht in vertikaler Richtung verjüngen oder verdicken.Preferably, the wall elements 10 are made in all embodiments of stone, concrete, plastic concrete, plastic or a mixture of two or more than two of said materials. Particularly preferred are wall elements which are cast from one or more of the materials mentioned. The wall elements 10 and the basic elements 11.1, 11.2 have a shape that can be easily produced by casting and demolding of the mold, ie the shape is designed deliberately demoldable. For this reason, the receiving groove 40 is continuous. Depending on the casting method and mold, which is used, the basic elements 11.1, 11.2 must have a horizontal cross-section, on the entire height H1 is identical, ie the basic elements 11.1, 11.2 must not taper or thicken in the vertical direction.

Falls die Mauerelemente 10 für eine Schallschutzwand eingesetzt werden sollen, werden die Mauerelemente 10 vorzugsweise aus einem schallabsorbierenden Material gefertigt. Besonders bevorzugt ist ein (Beton-)Granulat, das in die entsprechende (Giess-)Form gepresst wird, um Mauerelemente 10 zu schaffen, deren Oberfläche offenporig oder porös ist.If the wall elements 10 are to be used for a soundproof wall, the wall elements 10 are preferably made of a sound-absorbing material. Particularly preferred is a (concrete) granules, which is pressed into the appropriate (Giess-) mold to create wall elements 10, the surface of which is open-pored or porous.

Fig. 7 zeigt eine Seitenansicht eines vorteilhaften Zwischenprodukts 60, aus dem gemäss Erfindung zwei Grundelemente 11.1, 11.2 gefertigt werden können. Das Zwischenprodukt 60 ist vorzugsweise so ausgelegt, dass es in einem Giessverfahren en-bloc hergestellt (d.h. gegossen und entformt) werden kann. Nachdem das Material, das in eine entsprechende Giessform gegossen wurde, ausgehärtet ist, wird die Giessform geöffnet und das Zwischenprodukt 60 wird entnommen (entformt). Fig. 7 zeigt eine Draufsicht des Zwischenprodukts nach der Entnahme aus der Giessform. Nun werden die beiden Grundelemente 11.1, 11.2 getrennt, indem die Lateralplatten 13.1, 13.2 durch Spalten, Sägen oder Schneiden getrennt werden. Die Trennfläche ist in Fig. 7 durch die Bezugszeichen X-X gekennzeichnet. Fig. 7 shows a side view of an advantageous intermediate product 60, from which according to the invention, two basic elements 11.1, 11.2 can be made. The intermediate product 60 is preferably designed so that it can be produced en bloc (ie cast and demolded) in a casting process. After the material which has been poured into a corresponding casting mold is cured, the casting mold is opened and the intermediate product 60 is removed (demoulded). Fig. 7 shows a plan view of the intermediate product after removal from the mold. Now, the two basic elements 11.1, 11.2 separated by the lateral plates 13.1, 13.2 are separated by splitting, sawing or cutting. The interface is in Fig. 7 denoted by the reference XX.

Vorzugsweise werden die beiden Grundelemente 11.1, 11.2 getrennt, indem ein keilförmiges Element eingeschlagen oder eingepresst wird. Durch die Keilwirkung entstehen Bruchflächen, die in den verschiedenen Figuren als gebrochenen Flächen bezeichnet werden. Eine solche gebrochene Fläche hat eine leicht unregelmässige Oberflächenstruktur, was in etwa der Struktur eines Natursteines entspricht. Dadurch ergibt sich für die Sichtfläche, die aus den Aussenflächen 13.1 besteht, einen optisch sehr ansprechende Struktur.Preferably, the two basic elements 11.1, 11.2 separated by a wedge-shaped element is hammered or pressed. The wedge effect results in fracture surfaces, which are referred to as broken surfaces in the various figures. Such a broken surface has a slightly irregular surface structure, which corresponds approximately to the structure of a natural stone. This results in a visually very appealing structure for the visible surface, which consists of the outer surfaces 13.1.

Das Zwischenprodukt 60 zeichnet sich weiterhin dadurch aus, dass die beiden späteren Aussenflächen fest miteinander verbunden sind. Die beiden Grundelemente 11.1, 11.2 bilden quasi ein einstückiges Zwischenprodukt 60. Die Querstege 15.1, 15.2 weisen jeweils nach aussen. Die Grundelemente 11.1, 11.2 können, wie in Fig. 7 angedeutet, schräge Hochkanten 19 und/oder Fasen 18 aufweisen.The intermediate product 60 is further distinguished by the fact that the two later outer surfaces are firmly connected to one another. The two basic elements 11.1, 11.2 form quasi a one-piece intermediate product 60. The transverse webs 15.1, 15.2 each have outwards. The basic elements 11.1, 11.2 can, as in Fig. 7 indicated, oblique edges 19 and / or bevels 18 have.

Sowohl die Zwischenprodukte 60, als auch die Grundelement 11.1, 11.2 umfassen bei allen Ausführungsformen durchgängige Aufnahmenuten 40 zur Aufnahme der Verbindungselemente 20. Entsprechende Ausführungsformen sind in den Figuren 1A, 2A, 3A - 3E, 4A - 4B, 5, 6 und 7 gezeigt. Die Aufnahmenuten 40 sind vorzugsweise so an den Querstegen 15.1, 15.2 vorgesehen, dass die bügelförmigen Verbindungselemente 20 von oben oder unten komplett eingeschoben werden können. Die Aufnahmenuten 40 haben in der Draufsicht, d.h. im horizontalen Querschnitt, eine L-Form. Diese L-Form ist im vergrösserten Ausschnitt der Fig. 7 besonders deutlich zu erkennen. Die L-Form setzt sich aus einem Stamm 41 und einer im Wesentlichen senkrecht zum Stamm 41 verlaufenden Basis 42 zusammen. Der Stamm 41 hat im horizontalen Querschnitt eine lichte Weite A1. Die Basis 42 hat im horizontalen Querschnitt eine lichte Weite A2. Die Weite A2 ist vorzugsweise bei allen Ausführungsformen etwas grösser als die Weite A1, um ein problemloses Kippen des bügelförmigen Verbindungselements 20 zu ermöglichen. Die Weite A1 ist bei allen Ausführungsformen einige Millimeter grösser als der Aussendurchmesser des bügelförmigen Verbindungselements 20.Both the intermediates 60, as well as the basic element 11.1, 11.2 include in all embodiments continuous receiving grooves 40 for receiving the connecting elements 20. Corresponding embodiments are in the FIGS. 1A, 2A . 3A - 3E . 4A-4B . 5 . 6 and 7 shown. The receiving grooves 40 are preferably provided on the transverse webs 15.1, 15.2 such that the bow-shaped connecting elements 20 can be completely inserted from above or below. The receiving grooves 40 have in plan view, ie in horizontal cross-section, an L-shape. This L-shape is in the enlarged section of the Fig. 7 particularly clearly visible. The L-shape is composed of a trunk 41 and a base 42 extending substantially perpendicular to the trunk 41. The trunk 41 has a clear width A1 in the horizontal cross section. The base 42 has a clear width A2 in the horizontal cross section. The width A2 is preferably somewhat larger than the width A1 in all embodiments, in order to allow a problem-free tilting of the bow-shaped connecting element 20. The width A1 is in all embodiments a few millimeters larger than the outer diameter of the bow-shaped connecting element 20th

Vorzugsweise ist das Verbindungselement 20 bei allen Ausführungsformen als bügelförmige Metallklammer oder Kunststoffklammer ausgeführt, die eine U-Form aufweist, wie in Fig. 8 gezeigt. Sie wird daher auch als bügelförmiges Verbindungselement 20 bezeichnet. Das bügelförmige Verbindungselement 20 hat zwei im Wesentlichen parallel verlaufenden Schenkel 22 und einen Verbindungssteg 21, der zwischen den beiden Schenkeln 22 verläuft.In all embodiments, the connecting element 20 is preferably designed as a bow-shaped metal clip or plastic clip which has a U-shape, as in FIG Fig. 8 shown. It is therefore also referred to as a bow-shaped connecting element 20. The bow-shaped connecting element 20 has two substantially parallel legs 22 and a connecting web 21 which extends between the two legs 22.

Gemäss Erfindung dienen die Grundelemente 11.1, 11.2 als Verschalungselemente zum Erstellen/Errichten einer Mauer 100, wobei diese Verschalungselemente dauerhaft in der Mauer 100 verbleiben. Nachdem die Grundelemente 11.1, 11.2 vormontiert und die jeweiligen Abstände AS zwischen den Grundelementen 11.1, 11.2 eingestellt ( mit einem oder mehreren Verbindungselementen 20) fixiert und verriegelt wurden, können die durchgängigen Innenräume 16.1, 16.2 mit dem erwähnten Füllstoff 50 befüllt werden. Die Grundelemente 11.1, 11.2 dienen dabei als Verschalung, um ein Wegfliessen oder Auslaufen des Füllstoffes 50 zu verhindern. Zusammen mit dem Füllstoff ergibt sich aus dem Grundelementen 11.1, 11.2 eine sehr stabile Mauer 100, die bei Bedarf eine gleichbleibende Dicke oder eine pyramidenförmig nach oben hin abnehmende Dicke aufweisen kann. Eine Mauer 100 mit einer pyramidenförmig abnehmenden Dicke hat im Fussbereich, d.h. am Mauerfuss 30 (siehe Fig. 6), die grösste Mauerstärke und ist statisch besonders vorteilhaft. Eine Verankerung mittels Bodenankern ist in vielen Fällen nicht mehr notwendig.According to the invention, the basic elements 11.1, 11.2 serve as shuttering elements for creating / erecting a wall 100, wherein these shuttering elements remain permanently in the wall 100. After the basic elements 11.1, 11.2 have been preassembled and the respective spacings AS between the basic elements 11.1, 11.2 set (fixed with one or more connecting elements 20) and locked, the continuous interior spaces 16.1, 16.2 are filled with the mentioned filler 50. The basic elements 11.1, 11.2 serve as shuttering in order to prevent the filler 50 from flowing away or leaking out. Together with the filler results from the basic elements 11.1, 11.2 a very stable wall 100, which may have a constant thickness or a pyramid-shaped decreasing thickness, if necessary. A wall 100 with a pyramidally decreasing thickness has in the foot area, ie on the wall foot 30 (see Fig. 6 ), the largest wall thickness and is statically particularly advantageous. Anchoring with ground anchors is no longer necessary in many cases.

Die Klammer 20, d.h. das bügelförmige Verbindungselement 20, kann bei allen Ausführungsformen entweder durch den Füllstoff 50 oder durch ein separates Sicherungselement (z.B. einen Keil) fixiert sein. Bezugszeichenliste: Mauerelement 10 Grundelemente 11.1, 11.2 Lateralplatte 12.1, 12.2 Aussenfläche 13.1, 13.2 Innenfläche 14.1, 14.2 Quersteg 15.1, 15.2 Innenraum 16.1, 16.2 Endflächen der Querstege 17 Fase oder gebrochene Kante 18 Hochkanten 19 Verbindungselement 20 Verbindungssteg 21 Schenkel 22 Mauerfuss 30 Mauerkrone 31 Rücksprung oder Kavität 32 L-förmige Aufnahmenut 40 Stamm 41 Basis 42 Füllstoff 50 Zwischenprodukt 60 Mauer 100 dreieckförmiger Ausschnitt 101 Weite A1 Weite A2 Stegabstand AS Dicke der Lateralplatte DL Fläche F.1, F.2 Höhe der Aussenfläche H1 Höhe der Querstege H2 Längsachsen der Querstege LA.1, LA.2 Länge der Aussenfläche L1 Oberfläche O1 Abstand T1 Unterfläche U1 The clip 20, ie the bow-shaped connecting element 20, can be fixed in all embodiments either by the filler 50 or by a separate securing element (eg a wedge). LIST OF REFERENCE NUMBERS wall element 10 basic elements 11.1, 11.2 Lateralplatte 12.1, 12.2 outer surface 13.1, 13.2 palm 14.1, 14.2 crosspiece 15.1, 15.2 inner space 16.1, 16.2 End surfaces of the transverse webs 17 Chamfer or broken edge 18 high edges 19 connecting element 20 connecting web 21 leg 22 wall support 30 coping 31 Return or cavity 32 L-shaped receiving groove 40 tribe 41 Base 42 filler 50 intermediate 60 Wall 100 triangular cutout 101 width A1 width A2 web spacing AS Thickness of the lateral plate DL area F.1, F.2 Height of the outer surface H1 Height of the crossbars H2 Longitudinal axes of the transverse webs LA.1, LA.2 Length of the outer surface L1 surface O1 distance T1 undersurface U1

Claims (14)

  1. Wall element (10) for building a wall (100), which wall element comprises two basic elements (11.1, 11.2) and at least one connecting element (20) for connecting the two basic elements (11.1, 11.2), wherein each of the basic elements (11.1, 11.2) comprises:
    - a lateral plate (12.1, 12.2) having an outer surface (13.1, 13.2) and an inner surface (14.1, 14.2), and
    - at least one cross bar (15.1, 15.2), which is arranged in the area of the inner surface (14.1, 14.2) and extends substantially orthogonally to a vertical surface (F.1, F.2) of the lateral plate (12.1, 12.2), wherein in the pre-assembled state
    - the two basic elements (11.1, 11.2) are arranged such that the vertical surface (F.1) of the first lateral plate (12.1) is parallel to the vertical surface (F.2) of the second lateral plate (12.2) and the cross bar (15.1) of the first lateral plate (12.1) is aligned with the cross bar (15.2) of the second lateral plate (12.2), and
    characterized in that
    - each cross bar (15.1, 15.2) comprises a vertical end face (17) having a notch,
    o which extends over the whole height (H2) of the vertical end face (17),
    o which leads to a top surface (O1) on the top side of the basic element (11.1, 11.2) and to a bottom surface (U1) on the bottom side of the basic element (11.1, 11.2), and
    o which comprises a L-shaped, continuous horizontal cross section from the top surface (O1) to the bottom surface (U1).
  2. Wall element (10) according to claim 1, characterized in that the connecting element (20) is a metal clamp or a plastic clamp, which has an U-shape, which consists of two substantially parallel running legs (22) and a connecting bridge (21) that runs between the two legs (22).
  3. Wall element (10) according to claim 2, characterized in that the metal clamp is a steel clamp having a round cross section.
  4. Wall element (10) according to one of the preceding claims, characterized in that the notch (40) is designed for inserting the connecting element (20) from the top side or the bottom side.
  5. Wall element (10) according to claim 4, characterized in that due to the L-shaped, continuous horizontal cross section a tilting of the connecting element (20) is enabled, wherein the two basic elements (11.1, 11.2) are locked relative to each other after the tilting.
  6. Wall element (10) according to claim 4 or 5, characterized in that each of the two basic elements (11.1, 11.2) comprises two cross bars (15.1, 15.2) and that in the pre-mounted state the two basic elements (11.1, 11.2) enclose a continuous inner space (16), which is accessible from the top and the bottom.
  7. Wall element (10) according to claim 4 or 5, characterized in that it comprises in the pre-assembled state a double T-shape or a double π-shape in the top view.
  8. Wall element (10) according to one of the preceding claims, characterized in that it is made of stone, concrete, plastic-concrete, plastic or a mixture of two or more of the named materials, wherein the two basic elements (11.1, 11.2) are preferably cast elements.
  9. Wall element (10) according to one of the preceding claims, characterized in that the outer surfaces (13.1, 13.2) have a rough surface structure, which is preferably produced by the breaking or splitting of an intermediate product (60).
  10. Intermediate product (60) for producing a wall element (10) according to one of the preceding claims 1 to 7, wherein the intermediate product (60) is a one-piece structural component, which can be divided in two basic elements (11.2, 11.2) by a separation step, wherein each of the basic elements (11.1, 11.2) comprises:
    - a lateral plate (12.1, 12.2) having an outer surface (13.1, 13.2) and an inner surface (14.1, 14.2), and
    - at least one cross bar (15.1, 15.2), which is arranged in the area of the inner surface (14.1, 14.2) and extends substantially orthogonally to a vertical surface (F.1, F.2) of the lateral plate (12.1, 12.2), characterized in that
    - each cross bar (15.1, 15.2) comprises a vertical end face (17) having a notch (40),
    o which extends over the whole height (H2) of the vertical end face (17),
    o which leads to a top surface (O1) on the top side of the basic element (11.1, 11.2) and to a bottom surface (U1) on the bottom side of the basic element (11.1, 11.2), and
    o which comprises a L-shaped, continuous horizontal cross section from the top surface (O1) to the bottom surface (U1).
  11. Wall (100) with several wall elements (10) according to one of claims 1 to 9, which are arranged in at least two rows on top of each other, wherein the two basic elements (11.1, 11.2) are two parallel arranged basic elements (11.1, 11.2) connected by means of a clamp (20) as the at least one connecting element (20), characterized in that
    - each cross bar (15.1, 15.2) comprises a vertical end face (17) having a notch (40),
    o which extends over the whole height (H2) of the vertical end face (17),
    o which leads to a top surface (O1) on the top side of the basic element (11.1, 11.2) and to a bottom surface (U1) on the bottom side of the basic element (11.1, 11.2), and
    o which comprises a L-shaped, continuous horizontal cross section from the top surface (O1) to the bottom surface (U1),
    and characterized in that the clamp (20) is tilted in the notch (40) in order to lock the two parallel arranged basic elements (11.1, 11.2) against each other.
  12. Wall (100) according to claim 11, characterized in that the wall (100) comprises a continuous inner space (16.1, 16.2) between the basic elements (11.1, 11.2), which is at least in part filed with a filler (50).
  13. Wall (100) according to one of the preceding claims 11 or 12, characterized in that the clamp (20) is at least in part enclosed or fixed by the filler, or that the clamp (20) is fixed by a separate fastening element.
  14. Method for building a wall (100) comprising the following steps:
    a) arranging several wall elements (10) according to one of claims 1 to 9 next to each other in a first row,
    b) inserting a connecting element (20) in notches (40) of the cross bars (15.1, 15.2),
    c) tilting the connecting element (20) in the notch (40) in order to lock the basic elements (11.1, 11.2) against each other,
    d) arranging further wall elements (10) next to each other in a second row, wherein the second row sits on the first row,
    e) repeating the steps b) and c) in order to lock the basic elements (11.1, 11.2) of the second row against each other,
    f) filling a continuous inner space (16.1, 16.2), which has been formed between the basic elements (11.1, 11.2), with a filler (50).
EP11179245.3A 2010-10-25 2011-08-30 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall Active EP2444564B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP11179245.3A EP2444564B1 (en) 2010-10-25 2011-08-30 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP10188757A EP2444563A1 (en) 2010-10-25 2010-10-25 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall
EP11179245.3A EP2444564B1 (en) 2010-10-25 2011-08-30 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall

Publications (3)

Publication Number Publication Date
EP2444564A2 EP2444564A2 (en) 2012-04-25
EP2444564A3 EP2444564A3 (en) 2015-09-16
EP2444564B1 true EP2444564B1 (en) 2016-12-21

Family

ID=43532940

Family Applications (2)

Application Number Title Priority Date Filing Date
EP10188757A Withdrawn EP2444563A1 (en) 2010-10-25 2010-10-25 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall
EP11179245.3A Active EP2444564B1 (en) 2010-10-25 2011-08-30 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP10188757A Withdrawn EP2444563A1 (en) 2010-10-25 2010-10-25 Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall

Country Status (1)

Country Link
EP (2) EP2444563A1 (en)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR959948A (en) * 1950-04-07
FR549299A (en) * 1921-03-26 1923-02-06 Interior air circulation wall
DE1062419B (en) * 1955-04-27 1959-07-30 Herbert Heinz Peter Bischof Elastic splinter protection wall
CH612238A5 (en) 1978-10-23 1979-07-13 Kalbermatten Otto Zementwaren Double-chamber structural element
DE3033650A1 (en) 1980-09-06 1982-04-22 Franz Carl Nüdling Basaltwerke, 6400 Fulda Tiered concrete noise screen wall box blocks - are tapered, of decreasing depth upwards and offset by half length
EP0138798A3 (en) * 1983-10-10 1985-06-12 Tellier, Maggy Jacqueline Marie Method of constructing multiple layered walls from constructional elements
ATE80682T1 (en) 1987-12-31 1992-10-15 Otto Kalbermatten METHOD OF MAKING A WALL, BUILDING ELEMENT AND JOINT PLATE FOR PERFORMING THE METHOD AND WALL MADE ACCORDING TO THE METHOD.
US20070277471A1 (en) * 2006-06-06 2007-12-06 Gibson Sidney T Brick/block/paver unit and method of production therefor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2444564A3 (en) 2015-09-16
EP2444563A1 (en) 2012-04-25
EP2444564A2 (en) 2012-04-25

Similar Documents

Publication Publication Date Title
EP2183446A1 (en) Cable-loop rail
LU86218A1 (en) FORMSTEIN
EP0234175B1 (en) Building set for the erection of walls
DE10324883A1 (en) Heat-insulating shuttering element, in particular for producing the formwork of a floor slab of a building and method for producing such a formwork
WO2014095005A1 (en) Prefabricated concrete structural element for creating a protective wall and method for the production thereof
DE7830516U1 (en) Prefabricated building element for walls
EP2444564B1 (en) Wall element for producing a wall, wall with multiple wall elements, method for setting up such a wall
DE10018979A1 (en) Wall element
EP3346058A1 (en) Gabion wall module and method for producing a gabion wall with at least one gabion wall module
DE2513268C3 (en) Noise protection wall or wall, especially for motorways
DE2532520B2 (en) PROTECTION DEVICE, IN PARTICULAR SOUND PROTECTION DEVICE AND MOUNTING FASTENING FOR ROADS, COMPOSING OF PREFABRICATED COMPONENTS MADE OF ARTIFICIAL STONE, CONCRETE OR THE LIKE.
AT394222B (en) MOLDED STONE, PREFERRED CONCRETE
EP1293606B1 (en) Daywork shuttering device
EP3299524B1 (en) Wall made of prefabricated products and method for manufacturing the same
EP1911882A2 (en) System for manufacturing a paving for walkable and/or drivable roof areas, ground covers or similar
EP1557498B1 (en) Concrete prefabricated block for retaining walls with geogrid retention
EP2937481B1 (en) Thermally insulating component
DE2213777A1 (en) SOUND BARRIER
EP2929100B1 (en) Wall block for a wall system
EP3480368A1 (en) Facing plate system for producing a retaining structure or inclined embankment structure
DE102017108876A1 (en) Shuttering element for the construction of noise barriers
EP1728927B1 (en) Method for the fabrication of a fixing foundation for posts of safety barriers and fixing foundation
DE1229270B (en) Reinforced concrete rib ceiling
DE2359857A1 (en) MODULAR FORMWORK KIT FOR THE MANUFACTURING OF FROSS-FORMAT CONCRETE BODIES OF ALL KINDS
AT368572B (en) STUETZMAUER OD.DGL. CONSTRUCTION

Legal Events

Date Code Title Description
AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 2/12 20060101AFI20150811BHEP

Ipc: E04B 2/36 20060101ALI20150811BHEP

17P Request for examination filed

Effective date: 20160216

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20160718

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 855641

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170115

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: OK PAT AG PATENTE MARKEN LIZENZEN, CH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502011011374

Country of ref document: DE

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

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20161221

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

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170321

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170322

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

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170421

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170321

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170421

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011011374

Country of ref document: DE

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

Effective date: 20170922

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

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502011011374

Country of ref document: DE

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

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20170830

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180430

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20170831

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

Ref country code: LU

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

Effective date: 20170830

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

Ref country code: IE

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

Effective date: 20170830

Ref country code: DE

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

Effective date: 20180301

Ref country code: GB

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

Effective date: 20170830

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

Ref country code: BE

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

Effective date: 20170831

Ref country code: FR

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

Effective date: 20170831

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

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 855641

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170830

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

Ref country code: AT

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

Effective date: 20170830

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20110830

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

Ref country code: CY

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

Effective date: 20161221

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

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

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

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161221

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: TROESCH SCHEIDEGGER WERNER AG, CH

Ref country code: CH

Ref legal event code: PUE

Owner name: TSCHUEMPERLIN AG, BAUSTOFFE, CH

Free format text: FORMER OWNER: A.TSCHUEMPERLIN AG, CH

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

Ref country code: CH

Payment date: 20220901

Year of fee payment: 12

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: CH

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

Effective date: 20230831