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EP0214524B1 - Brick or paving stone of concrete or the like - Google Patents

Brick or paving stone of concrete or the like Download PDF

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Publication number
EP0214524B1
EP0214524B1 EP86111538A EP86111538A EP0214524B1 EP 0214524 B1 EP0214524 B1 EP 0214524B1 EP 86111538 A EP86111538 A EP 86111538A EP 86111538 A EP86111538 A EP 86111538A EP 0214524 B1 EP0214524 B1 EP 0214524B1
Authority
EP
European Patent Office
Prior art keywords
block
concrete
recesses
arrangement
blocks
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP86111538A
Other languages
German (de)
French (fr)
Other versions
EP0214524A1 (en
Inventor
Hubert Dipl.-Ing. Rollnik
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.)
Franz Carl Nuedling Basaltwerke & Co KG GmbH
Original Assignee
Franz Carl Nuedling Basaltwerke & Co KG GmbH
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 Franz Carl Nuedling Basaltwerke & Co KG GmbH filed Critical Franz Carl Nuedling Basaltwerke & Co KG GmbH
Priority to AT86111538T priority Critical patent/ATE58195T1/en
Publication of EP0214524A1 publication Critical patent/EP0214524A1/en
Application granted granted Critical
Publication of EP0214524B1 publication Critical patent/EP0214524B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • E04B1/8404Sound-absorbing elements block-shaped
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0029Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with porous surfaces, e.g. concrete with porous fillers
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • E04B2001/8414Sound-absorbing elements with non-planar face, e.g. curved, egg-crate shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • E04B2001/8423Tray or frame type panels or blocks, with or without acoustical filling
    • E04B2001/8428Tray or frame type panels or blocks, with or without acoustical filling containing specially shaped acoustical bodies, e.g. funnels, egg-crates, fanfolds
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • E04B2001/8423Tray or frame type panels or blocks, with or without acoustical filling
    • E04B2001/8442Tray type elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • E04B2001/8457Solid slabs or blocks
    • E04B2001/8476Solid slabs or blocks with acoustical cavities, with or without acoustical filling
    • E04B2001/848Solid slabs or blocks with acoustical cavities, with or without acoustical filling the cavities opening onto the face of the element

Definitions

  • the invention relates to a masonry or paving stone made of concrete or the like (stone) according to the preamble of claim 1, and an arrangement of such stones to form a surface covering, a wall or a wall.
  • a wall element of a noise barrier is known, the surface of which has on one side several rows with successive ridges and valleys. Between two such rows of depressions and elevations, continuous ribs are arranged perpendicular to the entire band element. Because of these ribs, approximately half the surface of the known wall element is relatively uniform. As is known, with increasing “fissuring" of the top of a surface cladding, wall or wall whose soundproofing capacity increases, the soundproofing property of the wall element known from DE-U-85 11 785 is severely limited due to the continuous ribs between the individual rows of depressions and elevations.
  • the object of the invention is therefore to create a stone which, due to the special design of at least one surface, has good sound-absorbing properties. Furthermore, it is a question of creating a sound-absorbing wall element formed from stones designed according to the invention or a corresponding masonry.
  • a stone for solving this problem is characterized in that ridges which are distributed in a grid-like manner and which protrude beyond the reference surface are also arranged between adjacent recesses in the longitudinal and transverse directions. Due to the grid-like arrangement of both the depressions and the elevations, the stone according to the invention has a checkerboard-like surface which ensures particularly good introduction of the sound energy into the stone, in particular the depressions. The sound is converted into heat and broken down.
  • a masonry or paving stone made of concrete or the like (stone 10) is designed according to FIGS. 1 to 3 in the manner of a stone slab with a square outline in plan view.
  • a plurality of sound-absorbing depressions 12 are arranged on a flat side 11 of the stone 10 thus formed.
  • the recesses 12 are arranged according to a predetermined pattern or grid, namely in the longitudinal and transverse directions at equal distances from one another.
  • chessboard-like grid other shapes are of course also possible, for example rows of depressions offset from one another or depressions 12 arranged concentrically or spirally.
  • the depressions 12 themselves are each conical, with a square cross section in plan view.
  • the side surfaces 13 delimiting the depression are designed to diverge outwards in the interior of the stone. This simplifies the manufacture of the stone 10 as a concrete molding, since there are no undercuts and the stone can be easily removed from a two-part form of a conventional structure.
  • the cross section of the depressions 12 can also be round, triangular, star-shaped, rectangular or any polygon in plan view.
  • the depressions 12 are surrounded by a peripheral edge 14 which extends at the level of a reference surface 15.
  • An elevation 16 projecting beyond the reference surface 15 is formed between each two adjacent depressions 12. Furthermore, between adjacent rows A, B, C, D and E, F, G, H of longitudinally and transversely extending rows of alternately formed depressions 12 and elevations 16 is a row 100, 102, 104 and 106, respectively. 108, 110 of alternately formed elevations 16 and reference surface areas 17.
  • the reference surface regions 17 are surface regions which extend in the reference surface 15 and are delimited laterally in each case by the elevations 16.
  • the depressions 12 are laterally through each Elevations 16 limited, with the exception of the recesses arranged on the edge.
  • the elevations 16 and the reference surface areas 17 also each have a square cross section in plan view.
  • the side surfaces 13 of the depressions 12 are simultaneously the side surfaces of the elevations 16 which extend beyond the reference surface 15.
  • the top 18 of the elevations 16 and the bottom 19 of the recesses 12 are each formed as flat square surfaces. However, they can also be spherical, conical or the like.
  • the ratio of the thickness of the stone 10: the distance from the top 18 to the bottom 19 is 3: 2 and the ratio of the edge length of the stone 10: the inside width of the depression 12 (measured at the top edge, between two top sides 18) is 7: 1.
  • the taper of the depressions is the ratio of the inside width of the recess 12 (measured at the top edge, between two top sides 18): the width of the recess 12 (measured at the bottom 19) and is 2.6: 1.
  • the stone 10 is made of a fine-pore, in particular open-pore material, such as light-weight concrete with a high number of pores.
  • the open-pore lightweight concrete in conjunction with the depressions 12 has a particularly good sound-absorbing and sound-absorbing effect, as already explained at the beginning.
  • FIGS. 4 and 6 show an arrangement 20 of stones 10 according to FIGS. 1 to 3 on the surface 21 of a flat or curved (FIG. 6), preferably reinforced, concrete slab 22.
  • the wall element 23 thus formed is a finished part versatile and inexpensive to use.
  • the stones 10 are laid and bound in fresh concrete on the surface 21 of the concrete slab 22.
  • the stones 10 are preferably arranged sunk in the concrete slab 22 with respect to an outer peripheral edge 24.
  • the upper part of the peripheral edge 24 in the upright position of the wall element 23 can be formed as a cornice 25 and the opposite lower part of the peripheral edge as a support 26, as shown in FIGS. 4 and 5.
  • the peripheral edge 24 has a strength-increasing function for the wall element 23 and has an advantageous effect in production, since the stones 10 can be laid directly against the inner edge 27 of the peripheral edge 24.
  • the cornice 25 also serves as weather protection for the stones 10. It specifically drains the rainwater.
  • the support 26 is preferably of reinforced design since it bears the total weight of the wall element 23.
  • the peripheral edge 24 has an approximately rectangular cross section. It can thus be positively inserted between two supports, in particular double-T beams, so that any number of wall elements 23 can be set up simply and quickly using as many double-T beams with the formation of a sound-absorbing boundary wall or the like.
  • the wall element 23 can also be designed to be sound-absorbing on two sides, specifically by arranging stones 10 not only on one surface 21 but also on the opposite surface. For this purpose, the peripheral edge 24, in particular, however, the support 26 and the cornice 25, are correspondingly widened. When inserting the wall elements 23 into double-T beams, double-T beams with a correspondingly larger cross-sectional profile must then also be used.
  • the plate 22 can be made of a material other than concrete, for example plastic or the like.
  • an arrangement of stones 10 can also be carried out as a self-supporting, essentially upright, masonry 28, which is preferably erected on a foundation 29 made of concrete, plastic, wood, steel or the like.
  • the stones 10 are arranged within the masonry 28 to form vertical rows 30, the stones 10 of adjacent rows 30 each being offset from one another.
  • an embodiment of the masonry 28 is also conceivable, in which the stones 10 are arranged, for example, in mutually offset horizontal rows or in the transverse and longitudinal directions without being offset from one another.
  • the upper edge of the masonry is formed by an end strip 31 made of concrete or the like. If the masonry is erected on a slope, the foundation 29 and the end strip 31 are linear in accordance with the slope (FIG. 7), or else the foundation and the lower boundary 32 of the end strip 31 are stepped. Conversely, the upper limit of the end strip can of course also be stepped and the lower limit of the foundation can be straight.
  • the stones 10 can be laid as a supplement to any other masonry, in particular as a formwork, for example inner wall formwork, preferably with the formation of a double-layer masonry.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Road Paving Structures (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Finishing Walls (AREA)
  • Table Devices Or Equipment (AREA)

Abstract

Brick or paving stone (10) of concrete or the like, with a plurality of mutually spaced sound-absorbing recesses (12) formed on at least one side, and an arrangement of such bricks or stones on at least one surface (21) of a plane or curved, preferably reinforced concrete or such like slab (22), to form a unitary wall element (23). <IMAGE>

Description

Die Erfindung betrifft einen Mauerwerk- oder Pflasterstein aus Beton oder dergleichen (Stein) nach dem Oberbegritt des Anspruchs 1, sowie eine Anordnung von derartigen Steinen zur Bildung einer Flächenverkleidung, einer Wand oder einer Mauer.The invention relates to a masonry or paving stone made of concrete or the like (stone) according to the preamble of claim 1, and an arrangement of such stones to form a surface covering, a wall or a wall.

Aus der DE-U-85 11 785 ist ein Wandelement einer Lärmschutzwand bekannt, deren Oberfläche auf einer Seite mehrere Reihen mit aufeinanderfolgenden Erhöhungen und Vertiefungen aufweist. Zwischen zwei solchen Reihen aus Vertiefungen und Erhöhungen sind jeweils senkrecht über das gesamte Bandelement durchgehend verlaufende Rippen angeordnet. Aufgrund dieser Rippen ist etwa die halbe Oberfläche des bekannten Wandelements relativ gleichförmig ausgebildet. Da bekannterweise mit zunehmender "Zerklüftung" der Oberseite einer Flächenverkleidung, Wand oder Mauer deren Schallschutzvermögen zunimmt, ist die Schallschutzeigenschaft des aus dem DE-U-85 11 785 bekannten Wandelements infolge der durchgehenden Rippen zwischen den einzelnen Reihen aus Vertiefungen und Erhöhungen stark eingeschränkt.From DE-U-85 11 785 a wall element of a noise barrier is known, the surface of which has on one side several rows with successive ridges and valleys. Between two such rows of depressions and elevations, continuous ribs are arranged perpendicular to the entire band element. Because of these ribs, approximately half the surface of the known wall element is relatively uniform. As is known, with increasing "fissuring" of the top of a surface cladding, wall or wall whose soundproofing capacity increases, the soundproofing property of the wall element known from DE-U-85 11 785 is severely limited due to the continuous ribs between the individual rows of depressions and elevations.

Aufgabe der Erfindung ist es daher, einen Stein zu schaffen, der durch die besondere Ausbildung wenigstens einer Oberfläche gute schallabsorbierende Eigenschaften aufweist. Weiterhin geht es darum ein aus erfindungsgemäß ausgebildeten Steinen gebildetes, schallabsorbierendes Wandelement oder ein entsprechendes Mauerwerk zu schaffen.The object of the invention is therefore to create a stone which, due to the special design of at least one surface, has good sound-absorbing properties. Furthermore, it is a question of creating a sound-absorbing wall element formed from stones designed according to the invention or a corresponding masonry.

Ein Stein zur Lösung dieser Aufgabe ist dadurch gekennzeichnet, daß zwischen jeweils in Längs- und Querrichtung benachbarten Vertiefungen ebenfalls rasterförmig verteilte Erhöhungen angeordnet sind, die über die Bezugsfläche hinausragen. Durch die rasterförmige Anordnung sowohl der Vertiefungen als auch der Erhöhungen verfügt der erfindungsgemäße Stein über eine schachbrettartige Oberfläche, die eine besonders gute Einleitung der Schallenergie in den Stein, insbesondere die Vertiefungen, gewährleistet. Der Schall wird dabei in Wärme umgewandelt und abgebaut.A stone for solving this problem is characterized in that ridges which are distributed in a grid-like manner and which protrude beyond the reference surface are also arranged between adjacent recesses in the longitudinal and transverse directions. Due to the grid-like arrangement of both the depressions and the elevations, the stone according to the invention has a checkerboard-like surface which ensures particularly good introduction of the sound energy into the stone, in particular the depressions. The sound is converted into heat and broken down.

Von Bedeutung für die Schallabsorbtion ist auch noch die Verwundung eines feinporigen, insbesondere offenporigen Materials, beispielsweise hauffwerksporiger Leichtbeton, zur Herstellung des Steins. Hierdurch wird der Schall, nachdem er in die Vertiefungen eingeleitet ist, zu den Poren weitergeleitet und in diesen besonders effektiv absorbiert.Also of importance for sound absorption is the wounding of a fine-pored, in particular open-pored material, for example light-weight concrete with high pores, for the production of the stone. As a result, the sound, after it has been introduced into the depressions, is passed on to the pores and is particularly effectively absorbed therein.

Vorteilhafte Anordungen der erfindungsgemäß ausgebildeten Steine sind den Ansprüchen 9 bis 15 zu entnehmen. Diese beziehen sich auf die Bildung eines Wandelements sowie selbsttragende bzw. nichttragende Mauerwerke.Advantageous arrangements of the stones designed according to the invention can be found in claims 9 to 15. These relate to the formation of a wall element and self-supporting or non-load-bearing masonry.

Nachstehend werden verschiedene Ausführungsformen des erfindungsgemäßen Steins sowie eine Anordnung von Steinen zur Bildung eines Wandelements oder Mauerwerks anhand der beigefügten Zeichnung näher erläutert. In diese ziegen:

  • Fig. 1 einen Mauerwerk- oder Pflasterstein aus Beton oder dergleichen in einer Draufsicht;
  • Fig. 2 den Stein gemäß Fig. 1 im Schnitt längs der Linie 11-11 in Fig. 1;
  • Fig. 3 den Stein gemäß Fig. 1 im Schnitt, jedoch längs der Linie 111-111 in Fig. 1;
  • Fig. 4 ein Wandelement, bestehend aus einer Anordnung von Steinen gemäß der Fig. 1;
  • Fig. 5 das Wandelement gemäß Fig. 4 im Querschnitt;
  • Fig. 6 ein Wandelement entsprechend Fig. 4 im Schnitt, jedoch in gewölbter Ausführung;
  • Fig. 7 ein selbsttragendes Mauerwerk aus einer Anordnung von Steinen gemäß Fig. 1;
  • Fig. 8 ein gegenüber der Ausführungsform nach Fig. 7 abgewandeltes Mauerwerk aus einer Anordnung von Steinen gemäß Fig. 1.
Various embodiments of the stone according to the invention and an arrangement of stones to form a wall element or masonry are explained in more detail below with reference to the attached drawing. In these goats:
  • Figure 1 shows a masonry or paving stone made of concrete or the like in a plan view.
  • Figure 2 shows the stone of Figure 1 in section along the line 11-11 in Fig. 1.
  • 3 shows the stone according to FIG. 1 in section, but along the line 111-111 in FIG. 1;
  • 4 shows a wall element consisting of an arrangement of stones according to FIG. 1;
  • 5 shows the wall element according to FIG. 4 in cross section;
  • 6 shows a wall element corresponding to FIG. 4 in section, but in a curved design;
  • 7 shows a self-supporting masonry made of an arrangement of stones according to FIG. 1;
  • 8 a masonry modified from the embodiment according to FIG. 7 from an arrangement of stones according to FIG. 1.

Ein Mauerwerk- oder Pflasterstein aus Beton oder dergleichen (Stein 10) ist gemäß den Fig. 1 bis 3 nach Art einer Steinplatte mit in Draufsicht quadratischem Umriß ausgebildet. An einer Flachseite 11 des so ausgebildeten Steines 10 ist eine Vielzahl von schallabsorbierend wirkenden Vertiefungen 12 angeorndet. Die Anordnung der Vertiefungen 12 erfolgt nach einem vorgegebenen Muster bzw. Raster, nämlich in Längs- und Querrichtung jeweils in gleichen Abständen voneinander. Alternativ zu diesem schachbrettartigen Raster sind natürlich auch andere Formen möglich, zum Beispiel gegeneinander versetzte Reihen von Vertiefungen oder konzentrisch bzw. spiralförmig angeordnete Vertiefungen 12.A masonry or paving stone made of concrete or the like (stone 10) is designed according to FIGS. 1 to 3 in the manner of a stone slab with a square outline in plan view. A plurality of sound-absorbing depressions 12 are arranged on a flat side 11 of the stone 10 thus formed. The recesses 12 are arranged according to a predetermined pattern or grid, namely in the longitudinal and transverse directions at equal distances from one another. As an alternative to this chessboard-like grid, other shapes are of course also possible, for example rows of depressions offset from one another or depressions 12 arranged concentrically or spirally.

Die Vertiefungen 12 selbst sind jeweils konisch ausgebildet, und zwar mit in Draufsicht quadratischem Querschnitt. Die die Vertiefung begrenzenden Seitenflächen 13 sind im Inneren des Steines nach außen hin divergierend ausgebildet. Dadurch wird die Fertigung des Steines 10 als Betonformling erleichtert, da es keine Hinterschneidungen gibt und die Entschaltung des Steines aus einer zweigeteilten Form herkömmlichen Aufbaues problemlos erfolgen kann. Der Querschnitt der Vertiefungen 12 kann in Draufsicht auch rund, dreieckig, sternförmig, rechteckig oder beliebig vieleckig sein.The depressions 12 themselves are each conical, with a square cross section in plan view. The side surfaces 13 delimiting the depression are designed to diverge outwards in the interior of the stone. This simplifies the manufacture of the stone 10 as a concrete molding, since there are no undercuts and the stone can be easily removed from a two-part form of a conventional structure. The cross section of the depressions 12 can also be round, triangular, star-shaped, rectangular or any polygon in plan view.

Die Vertiefungen 12 sind von einem Umfangsrand 14 umgeben, der sich auf dem Niveau einer Bezugsfläche 15 erstreckt.The depressions 12 are surrounded by a peripheral edge 14 which extends at the level of a reference surface 15.

Zwischen jeweils zwei benachbarten Vertiefungen 12 ist jeweils eine über die Bezugsfläche 15 hinausragende Erhöhung 16 ausgebildet. Ferner ist zwischen benachbarten, sich in Längs- und Querrichtung erstreckenden Reihen A, B, C, D bzw. E, F, G, H von abwechselnd ausgebildeten Vertiefungen 12 und Erhöhungen 16 ist jeweils eine Reihe 100, 102, 104 bzw. 106, 108, 110 von abwechselnd ausgebildeten Erhöhungen 16 und Bezugsflächenbereichen 17 angeordnet. Die Bezugsflächenbereiche 17 sind sich in der Bezugsfläche 15 erstreckende Flächenbereiche, die hier seitlich jeweils durch die Erhöhungen 16 begrenzt sind. In entsprechender Weise sind die Vertiefungen 12 seitlich jeweils durch die Erhöhungen 16 begrenzt, mit Ausnahme der randseitig angeordneten Vertiefungen. Die erhöhungen 16 und die Bezugsflächenbereiche 17 weisen in Draufsicht ebenfalls jeweils einen quadratischen Querschnitt auf. Die Seitenflächen 13 der Vertiefungen 12 sind gleichzeitig die Seitenflächen der sich über die Bezugsfläche 15 hinaus erstreckenden Erhöhungen 16.An elevation 16 projecting beyond the reference surface 15 is formed between each two adjacent depressions 12. Furthermore, between adjacent rows A, B, C, D and E, F, G, H of longitudinally and transversely extending rows of alternately formed depressions 12 and elevations 16 is a row 100, 102, 104 and 106, respectively. 108, 110 of alternately formed elevations 16 and reference surface areas 17. The reference surface regions 17 are surface regions which extend in the reference surface 15 and are delimited laterally in each case by the elevations 16. In a corresponding manner, the depressions 12 are laterally through each Elevations 16 limited, with the exception of the recesses arranged on the edge. The elevations 16 and the reference surface areas 17 also each have a square cross section in plan view. The side surfaces 13 of the depressions 12 are simultaneously the side surfaces of the elevations 16 which extend beyond the reference surface 15.

Die Oberseite 18 der Erhöhungen 16 und der Boden 19 der Vertiefungen 12 sind jeweils als ebene Quadratflächen ausgebildet. Sie können jedoch ebensogut sphärisch, kegelförmig oder dergleichen gestaltet sein. Das Verhältnis Stärke des Steines 10: Abstand Oberseite 18-Boden 19 beträgt 3:2 und das Verhältnis Kantenlänge des Steines 10: lichte Weite der Vertiefung 12 (gemessen an der Oberkante, zwischen zwei Oberseiten 18) beträgt 7: 1. Die Konizität der Vertiefungen ist das Verhältnis lichte Weite der Vertiefung 12 (gemessen an der Oberkante, zwischen zwei Oberseiten 18): Weite der Vertiefung 12 (gemessen am Boden 19) und beträgt 2,6:1.The top 18 of the elevations 16 and the bottom 19 of the recesses 12 are each formed as flat square surfaces. However, they can also be spherical, conical or the like. The ratio of the thickness of the stone 10: the distance from the top 18 to the bottom 19 is 3: 2 and the ratio of the edge length of the stone 10: the inside width of the depression 12 (measured at the top edge, between two top sides 18) is 7: 1. The taper of the depressions is the ratio of the inside width of the recess 12 (measured at the top edge, between two top sides 18): the width of the recess 12 (measured at the bottom 19) and is 2.6: 1.

Der Stein 10 ist aus einem feinporigen, insbesondere offenporigem Material, wie hauffwerksporigem Leichtbeton, hergestellt. Der offenporige Leichtbeton in Verbindung mit den Vertiefungen 12 wirkt besonders gut schallabsorbierend sowie schalldämmend wie eingangs bereits dargelegt.The stone 10 is made of a fine-pore, in particular open-pore material, such as light-weight concrete with a high number of pores. The open-pore lightweight concrete in conjunction with the depressions 12 has a particularly good sound-absorbing and sound-absorbing effect, as already explained at the beginning.

Die Fig. 4, 5 und 6 zeigen eine Anordnung 20 von Steinen 10 gemäß den Fig. 1 bis 3 auf der Oberfläche 21 einer ebenen oder gewölbten (Fig. 6), vorzugsweise armierten, Betonplatte 22. Das so gebildete Wandelement 23 ist als Fertigteil vielseitig und kostengünstig verwendbar. Zur Herstellung des Wandelementes 23 werden die Steine 10 in frischen Beton auf der Oberfläche 21 der Betonplatte 22 verlegt und eingebunden. Vorzugsweise sind die Steine 10 gegenüber einem äußeren Umfangsrand 24 versenkt in der Betonplatte 22 angeordnet. Der in aufrechter Lage des Wandelementes 23 obere Teil des Umfangsrandes 24 kann als Gesims 25 und der gegenüberliegende untere Teil des Umfangsrandes als Auflager 26 ausgebildet sein, wie in Fig. 4 und 5 dargestellt. Der Umfangsrand 24 hat für das Wandelement 23 eine festigkeitserhöhende Funktion und wirkt sich vorteilhaft in der Fertigung aus, da die Steine 10 unmittelbar an die Innenkante 27 des Umfangsrandes 24 anliegend verlegt werden können. Das Gesims 25 dient darüber hinaus als Wetterschutz für die Steine 10. Es leitet das Regenwasser gezielt ab. Das Auflager 26 ist vorzugsweise verstärkt ausgebildet, da es das Gesamtgewicht des Wandelementes 23 trägt. Der Umfangsrand 24 weist einen etwa rechteckigen Querschnitt auf. Er ist dadurch formschlüssig zwischen zwei Stützen, insbesondere Doppel-T-Träger, einsetzbar, so daß beliebig viele Wandelemente 23 unter Verwendung ebensovieler Doppel-T-Träger unter Ausbildung einer schallabsorbierenden Begrenzungswand oder dergleichen einfach und schnell aufstellbar sind. Das Wandelement 23 kann auch zweiseitig schallabsorbierend ausgeführt sein, und zwar durch die Anordnung von Steinen 10 nicht nur an einer Oberfläche 21, sondern auch an der gegenüberliegenden Oberfläche. Zu diesem Zweck werden der Umfangsrand 24, insbesondere jedoch das Auflager 26 und das Gesims 25, entsprechend verbreitert ausgeführt. Beim Einsetzen der Wandelemente 23 in Doppel-T-Träger müssen dann auch Doppel-T-Träger mit entsprechend größerem Querschnittsprofil verwendet werden.4, 5 and 6 show an arrangement 20 of stones 10 according to FIGS. 1 to 3 on the surface 21 of a flat or curved (FIG. 6), preferably reinforced, concrete slab 22. The wall element 23 thus formed is a finished part versatile and inexpensive to use. To produce the wall element 23, the stones 10 are laid and bound in fresh concrete on the surface 21 of the concrete slab 22. The stones 10 are preferably arranged sunk in the concrete slab 22 with respect to an outer peripheral edge 24. The upper part of the peripheral edge 24 in the upright position of the wall element 23 can be formed as a cornice 25 and the opposite lower part of the peripheral edge as a support 26, as shown in FIGS. 4 and 5. The peripheral edge 24 has a strength-increasing function for the wall element 23 and has an advantageous effect in production, since the stones 10 can be laid directly against the inner edge 27 of the peripheral edge 24. The cornice 25 also serves as weather protection for the stones 10. It specifically drains the rainwater. The support 26 is preferably of reinforced design since it bears the total weight of the wall element 23. The peripheral edge 24 has an approximately rectangular cross section. It can thus be positively inserted between two supports, in particular double-T beams, so that any number of wall elements 23 can be set up simply and quickly using as many double-T beams with the formation of a sound-absorbing boundary wall or the like. The wall element 23 can also be designed to be sound-absorbing on two sides, specifically by arranging stones 10 not only on one surface 21 but also on the opposite surface. For this purpose, the peripheral edge 24, in particular, however, the support 26 and the cornice 25, are correspondingly widened. When inserting the wall elements 23 into double-T beams, double-T beams with a correspondingly larger cross-sectional profile must then also be used.

Die Platte 22 kann aus einem anderen Werkstoff als Beton gefertigt sein, zum Beispiel Kunststoff oder dergleichen.The plate 22 can be made of a material other than concrete, for example plastic or the like.

Gemäß den Fig. 7 und 8 ist eine Anordnung von Steinen 10 auch als selbsttragendes, im wesentlichen aufrechtes, Mauerwerk 28 ausführbar, welches vorzugsweise auf einem Fundament 29 aus Beton, Kunststoff, Holz, Stahl oder dergleichen errichtet ist. Die Steine 10 sind innerhalb des Mauerwerks 28 unter Bildung lotrechter Reihen 30 angeordnet, wobei die Steine 10 benachbarter Reihen 30 jeweils versetzt zueinander liegen. Es ist jedoch auch eine Ausführung des Mauerwerks 28 denkbar, in der die Steine 10 zum Beispiel in gegenseitig versetzten waagerechten Reihen oder in Quer- und Längsrichtung unversetzt zueinander angeordnet sind. Der obere Rand des Mauerwerks ist durch einen Abschlußstreifen 31 aus Beton oder dergleichen gebildet. Wird das Mauerwerk auf einem Gefälle errichtet, sind das Fundament 29 und der Abschlußstreifen 31 entsprechend dem Gefälle geradlinig ausgebildet (Fig. 7), oder aber das Fundament und die untere Begrenzung 32 des Abschlußstreifens 31 sind gestuft. Umgekehrt kann natürliche auch die obere Begrenzung des Abschlußstreifens gestuft verlaufen und die untere Begrenzung des Fundamentes geradlinig ausgebildet sein.7 and 8, an arrangement of stones 10 can also be carried out as a self-supporting, essentially upright, masonry 28, which is preferably erected on a foundation 29 made of concrete, plastic, wood, steel or the like. The stones 10 are arranged within the masonry 28 to form vertical rows 30, the stones 10 of adjacent rows 30 each being offset from one another. However, an embodiment of the masonry 28 is also conceivable, in which the stones 10 are arranged, for example, in mutually offset horizontal rows or in the transverse and longitudinal directions without being offset from one another. The upper edge of the masonry is formed by an end strip 31 made of concrete or the like. If the masonry is erected on a slope, the foundation 29 and the end strip 31 are linear in accordance with the slope (FIG. 7), or else the foundation and the lower boundary 32 of the end strip 31 are stepped. Conversely, the upper limit of the end strip can of course also be stepped and the lower limit of the foundation can be straight.

In einer weiteren, hier nicht gezeigten Ausführungsform sind die Steine 10 als Ergänzung zu einem beliebigen anderen Mauerwerk, insbesondere als Verschalung, zum Beispiel Innenwandverschalung, verlegbar, vorzugsweise unter Ausbildung eines zweischaligen Mauerwerks.In a further embodiment, not shown here, the stones 10 can be laid as a supplement to any other masonry, in particular as a formwork, for example inner wall formwork, preferably with the formation of a double-layer masonry.

Der Stein 10 gemäß den Fig. 1 bis 3 bzw. das Wandelement 23 gemäß den Fig. 4 bis 6 weist folgende technische Daten auf:

Figure imgb0001

  • Frosttausalzbeständig durch Einsatz von LP und niedrigen W/Z unter 0,4
  • Feuerfest, nicht brennbar, witterungs- und alterungsbeständig.
The stone 10 according to FIGS. 1 to 3 and the wall element 23 according to FIGS. 4 to 6 have the following technical data:
Figure imgb0001
  • Resistant to de-icing salt thanks to the use of LP and low W / Z below 0.4
  • Fireproof, non-flammable, weather and aging resistant.

Claims (15)

1. Masonary or paving block of concrete or the like (block 10), a plurality of recesses (12) being provided in at least one surface, which forms a reference surface (15), of the block (10), which recesses (12) are arranged in each case at equal distances from one another in the longitudinal and transverse direction according to a predetermined grid, act in a sound-absorbing manner and are designed in such a way so as to divert from inside to outside, characterized in that prominences (16) which are likewise arranged in grid shape and project beyond the surface are arranged between recesses (12) adjacent in each case in the longitudinal and transverse direction.
2. Block (10) according to Claim 1, characterized in that the recesses (12) have a square cross-section in plan view.
3. Block (10) according to Cluims 1 and 2, characterized in that the recesses (12) are designed to be of different depth, in particular in such a way that the depth, starting from the margin of the block, increases or decreases to the inside.
4. Block (10) according to one or more of Claims 1 to 3, characterized by a peripheral margin (14) which surrounds the recesses (12) and prominences (16) and which extends above or below, preferably approximately at the level of the reference surface (15).
5. Block (10) according to Claim 4, characterized in that in each case a row of prominences (16) and reference surface areas (17) formed in an alternating manner is arranged between adjacent rows, extending in the longitudinal and transverse direction, of alternating recesses (12) and prominences (16).
6. Block (10) according to Claims 4 and 5, characterized in that the lateral surfaces (13) defining the recesses (12) are continued into the area of the adjoining prominences (16).
7. Block (10) according to one or more of Claims 1 to 6, characterized in that it is made of fine-pored, in particular open-pored material such as lightweight porous-aggregate concrete.
8. Block (10) according to one or more of Claims 1 to 7, characterized in that its outer peripheral margin (14) in plan view defines a square, rectangle, triangle, a circle or the like.
9. Arrangement (20) of blocks (10) according to one or more of Claims 1 to 8, at least one surface (21) of a flat or arched, preferably reinforced panel (22) of concrete or the like with a uniform flow element (23) being formed.
10. Arrangement (20) according to Claim 9, characterized in that the blocks (10) are arranged, preferably bonded in place, in the concrete or such like panel (22) in such a way as to be sunk relative to an outer peripheral margin (24), one margin being facultatively designed as a cornice (25) and the opposite margin as a support (26).
11. Arrangement (20) according to Claim 9 or 10, characterized in that it can be inserted in a positive- locking manner between two columns, in particular H-beams.
12. Arrangement (20) of blocks (10) according to one or more of Claims 1 to 8, characterized in that the blocks (10) are arranged on a foundation (29) of concrete or the like with self-supporting, essentially upright masonry (28) being formed, the upper margin of the masonry facultatively being formed by a cover strip (31) of concrete or the like.
13. Arrangement (20) according to Claim 12, characterized in that the blocks (10) are arranged inside the masonry (28) with perpendicular rows (30) being formed, the blocks (10) of adjacent rows (30) in each case lying offset relative to one another.
14. Arrangement (20) according to Claim 12 or 13, characterized in that the foundation (29) of the masonry (28) is of a stepped design in the longitudinal direction of the same, and in that the lower boundary (32) of the upper cover strip (31) runs in a correspondingly stepped manner.
15. Arrangement (20) of blocks (10) according to one or more of Claims 1 to 8, characterized in that it can be laid as cladding, in particular inner-wall cladding, preferably with two-leaf masonry being formed.
EP86111538A 1985-08-29 1986-08-20 Brick or paving stone of concrete or the like Expired - Lifetime EP0214524B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86111538T ATE58195T1 (en) 1985-08-29 1986-08-20 MASONRY OR PAVING STONE OF CONCRETE OR SIMILAR.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3530867 1985-08-29
DE19853530867 DE3530867A1 (en) 1985-08-29 1985-08-29 Masonry or cobblestone made of concrete or the like

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EP0214524A1 EP0214524A1 (en) 1987-03-18
EP0214524B1 true EP0214524B1 (en) 1990-11-07

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Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3727947A1 (en) * 1987-08-21 1989-03-02 Nuedling Franz C Basaltwerk Sound-absorbing structural element and process for the production thereof
CH678870A5 (en) * 1988-09-16 1991-11-15 Hunziker & Cie Ag
IE903184A1 (en) * 1989-09-04 1991-03-13 A C I Australia Ltd Method of manufacturing glass-reinforced-concrete building¹products
DE4231487A1 (en) * 1992-09-21 1994-03-24 Nuedling Franz C Basaltwerk Sound absorbing, constructional wall element - has cover layer, whose wall is fitted with sound absorbing layer, or plates on rear side and has air gap between cover and support layers
FR2712902B1 (en) * 1993-11-26 1996-02-16 Tuyaux Bonna Acoustic insulation device and method of manufacturing such a device.
DE19501219B4 (en) * 1995-01-17 2005-12-01 Klinker- Und Ziegelwerk Franz Wenzel Gmbh & Co. Kg Method and device for producing a perforated brick, in particular a perforated brick, as well as perforated bricks produced therewith
DE19547384A1 (en) * 1995-12-19 1997-06-26 Gerhard Hiesl Sound block for absorbing sound
DE19739606A1 (en) * 1997-09-09 1999-04-01 Favre Betonwaren Ag Component, assembly, component set or builder for sound insulation and / or support structures
FR2837508B1 (en) 2002-03-19 2005-06-24 Ecole Polytech ANTI-NOISE WALL
KR100571539B1 (en) 2004-06-30 2006-04-24 김배영 Sound-absorbing block and its construction method
EP2017386A4 (en) * 2006-04-27 2013-05-15 Masao Suzuki Sound shielding device
JP5872895B2 (en) * 2008-05-05 2016-03-01 スリーエム イノベイティブ プロパティズ カンパニー Acoustic complex
AT12599U1 (en) * 2009-09-30 2012-08-15 Brunbauer Wolfgang Dipl Ing SOUND ABSORBER DEVICE
GB2475718B (en) * 2009-11-27 2015-09-16 Red Twin Ltd Method of producing an acoustic surface.
DE102010014130A1 (en) * 2010-04-07 2011-10-13 Conradi + Kaiser Gmbh Soundproofing panel, soundproofing wall and method of making a soundproofing panel

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1559425A1 (en) * 1965-10-25 1969-06-12 Surine Raymond Leroy Building block
DE2235863A1 (en) * 1972-07-21 1974-01-31 Maibach Fa Gerd D SOUND ABSORPTION WALL, IN PARTICULAR TO REDUCE NOISE POLLUTION ON ROADS
CH567636A5 (en) * 1973-06-04 1975-10-15 Schrepfer Rudolf
DE2829273A1 (en) * 1978-07-04 1980-01-24 Basalt Ag Porous concrete noise screen wall element - has surface cavities with variously stepped and sloping sections inside
DE2832787C2 (en) * 1978-07-26 1985-09-12 Bridgestone Tire Co. Ltd., Tokio/Tokyo Sound-absorbing and sound-absorbing building boards
FR2439849A1 (en) * 1978-10-24 1980-05-23 Gtm Batimen Travaux Publ PHONIC SCREEN
DE3313813A1 (en) * 1983-04-16 1984-10-25 Hans Graf Bauunternehmung GmbH + Co KG, 5047 Wesseling Wall systems
DE8511785U1 (en) * 1985-04-20 1985-07-18 Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim Wall element of a noise protection wall

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DE3530867A1 (en) 1987-03-05
DE3675478D1 (en) 1990-12-13
ATE58195T1 (en) 1990-11-15
EP0214524A1 (en) 1987-03-18

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