EP0940513A2 - Structural elements for dry wall construction, and wall made of such elements. - Google Patents

Structural elements for dry wall construction, and wall made of such elements. Download PDF

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Publication number
EP0940513A2
EP0940513A2 EP99102660A EP99102660A EP0940513A2 EP 0940513 A2 EP0940513 A2 EP 0940513A2 EP 99102660 A EP99102660 A EP 99102660A EP 99102660 A EP99102660 A EP 99102660A EP 0940513 A2 EP0940513 A2 EP 0940513A2
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EP
European Patent Office
Prior art keywords
block
channels
cross
blocks
continuous channels
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP99102660A
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German (de)
French (fr)
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EP0940513B1 (en
EP0940513A3 (en
Inventor
Werner Ing. Vogel
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Vogel Werner Ing
Original Assignee
Vogel Werner
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Filing date
Publication date
Application filed by Vogel Werner filed Critical Vogel Werner
Priority to DK99102660T priority Critical patent/DK0940513T3/en
Priority to AT99102660T priority patent/ATE275679T1/en
Priority to SI9930699T priority patent/SI0940513T1/en
Publication of EP0940513A2 publication Critical patent/EP0940513A2/en
Publication of EP0940513A3 publication Critical patent/EP0940513A3/en
Application granted granted Critical
Publication of EP0940513B1 publication Critical patent/EP0940513B1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • E04B2002/0219—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of pyramidal shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • E04B2002/0221—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of conical shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods

Definitions

  • the invention relates to a block stone for erecting dry masonry and on a dry masonry built from these blocks.
  • Bricks (DE 833 407) for the construction of masonry are known an inner support skeleton. These bricks are multilayered across their broad sides built up, and in the longitudinal median plane there are vertically continuous channels intended. These bricks, which are usually tongue and groove on their Longitudinal and end faces are installed so that in the wall composite the channels mentioned are aligned one above the other. These channels will be then poured out with concrete, which after hardening the inner Support skeleton forms. These channels are designed so that in the horizontal Butt joints within the masonry of the poured concrete Crossbar forms. Reinforcing irons can also be inserted into these channels, which run parallel to the longitudinal directions of the channels. The dimensions such bricks are chosen so that they can be handled manually.
  • WO 92/04513 and GB 1 064 451 (1967) are blocks for dry masonry known that several in their horizontal surfaces above and below Have depressions.
  • these depressions are bowl or cylindrical, in the second case these recesses are hemispherical shells educated.
  • the shape of the depression is designed, in one case as a cylinder, otherwise as a ball.
  • These cylindrical or spherical shaped bodies are dimensioned so that when they are in the recesses intended for their reception are inserted, protrude upwards and the boundary surface of the Tower block. These protruding parts of the molded body are then positively received by the wells, which are on the underside of the Masonry overlying block stone are provided.
  • the block stone according to FR 2652 845 A1 the also has vertically continuous channels in which tension rods are inserted become.
  • These tie rods have threads on both ends.
  • the tension rods serve threaded sockets, which are in the end extensions of the continuous vertical channels of the blocks can be used.
  • Related to the dimensions of the block have these vertically continuous channels only a relatively small diameter to accommodate the tie rods, which is just so large that the tie rod can be used without difficulty is.
  • the invention aims to one To create block stone for the erection of dry masonry, which opposite the known block stones has advantages and it is structurally very simple is designed.
  • the block according to the invention is characterized by that Features that form the characterizing part of claim 1.
  • the vertically continuous channels which have a relatively large diameter and which are crossed by the mentioned spars, offer against the known constructions according to WO 92/04513 and GB 1 064 451 (1967) the advantage that with the same mass and a given block height Base area of the stone is enlarged, one for blocks for dry masonry essential feature, and this despite the same weight.
  • the vertical channels crossing spars which are usually formed from a reinforcing iron, can be used to attach hooks to hoists. Blocks this Art for dry masonry are very large and heavy and can only be done by mechanical means Hoists are manipulated.
  • the dry masonry built with such blocks is characterized by that for connecting stacked blocks of profile pieces are provided, the cross section of which corresponds to the cross section of the channels is formed, the cross-sectional dimensions of which are somewhat smaller are considered as those of the continuous channels for game-related recording the latter and their axial length is such that they are the top of the they protrude from the receiving block when they are used for their inclusion provided channels are inserted and with their lower end face rest on the spar crossing the channel.
  • the block 1 expediently cast from heavy concrete has one square cross section with side length A, and its long side is an integer multiple of side length A, in the example shown this is Block twice as long as it is wide.
  • the cross-sectional shape is not essential to the invention.
  • the cross-sectional shape could also be rectangular.
  • In the middle vertical Longitudinal plane are over the entire height of the respective block 1 continuous channels 2 recessed, which are cylindrical here and their Diameter is approximately 1/6 to 1/5 of the side length A. The mutual distance these channels correspond to the side length A.
  • These channels 2 are approximately half height A / 2 of block 1 through a spar 3, for example is made of reinforcing steel.
  • This spar 3 can be parallel to the long side of block 1 run (Fig. 2) or parallel to its narrow side (Fig. 4).
  • the cross-sectional dimensions of the channels 2 are so large that in the channel a hook or chain of a hoist inserted and with the spar 3 can be connected to lift such a heavy block.
  • the Wall of the channels 2 can be formed by inserted profile pieces, one Form lost formwork.
  • the side surfaces of the block are flat. Basically it is possible to form the broad sides somewhat inclined so that the Cross-sectional shape of the block is trapezoidal.
  • the location of the Holmes 3 in about half the height A / 2 of the block 1 can within the Invention to be changed.
  • the spar 3 can be arranged so that it, for example is in the first third of the block. This applies independently whether the spar 3 is arranged in the longitudinal direction of the block or transversely to.
  • profile pieces 4 are provided, the cross section is designed to correspond to the cross section of the channels 2 and their axial length is somewhat shorter than the height A of the block, but greater than their half height A / 2.
  • the axial length of these profile pieces 4 is on everyone Case dimensioned so that these profile pieces 4 the top of the receiving them Block 1 protrude when they are in the channels provided for their inclusion 2 are inserted and with their lower end on the channel 2 cross spar 3 rest.
  • the cross-sectional dimensions of these profile pieces 4 are slightly less than those of the continuous channels 2, so that these profile pieces can be recorded with play from channels 2.
  • these profile pieces are in the channels 2 4 used, with its lower end face on the transverse Spars 3 rest and the opposite of the top of the receiving Protrude block 1. This protruding section of the profile piece 4 will then picked up by the blocks to be placed.
  • These profile pieces 4 are expediently made of steel pipes. Instead of a round cross section the channels 2 can also have a polygonal cross section. Of the Cross section of the profile pieces 4 is in each case corresponding to the cross section of these Channels designed.
  • the selected dimensions and the mass with these block stones dry stone walls up to a height of almost five meters erect, with any floor plan.
  • the profile pieces 4 are used Center the blocks 1 lying one above the other in the wall structure and secure them their position in relation to transverse forces acting on the dry masonry, if such a dry masonry, for example, as a storage box for Bulk goods is provided.
  • a dry masonry built from such blocks can be dismantled at any time and with another floor plan on the same or to be rebuilt in another location.
  • the block 1 described here also offers the option of being in the wall structure to additionally block blocks lying one above the other.
  • 7 and 8 show a first example of this.
  • clamping elements 5 shown in strip form and made of spring steel. These strip-shaped clamping elements 5 (FIG. 9) have a hook-shaped curvature 6 at their upper end and at its lower end a fork-like bend 7. With a suitable, These clamping elements 5 are tools not shown here when laying the blocks 1 hooked under pretension. In the vertical A number of such clamping elements 5 each grip the hook-shaped curvatures 6 between the prongs of the fork-like bend 7.
  • this clamping element 5 can not only braced the blocks 1 against each other , it is also possible to brace against a drywall to produce load-bearing foundation plate 19.
  • the Foundation plate 19 an anchor 8 is fixed, on which then the first clamping element 5 is attached. 7 and 8 illustrate this.
  • Fig. 10 also illustrates in cross section with each other in the vertical direction clamped blocks 1.
  • the clamping element 5 consists of a tie rod 9, at the lower end of which a hook 10 is formed, for example welded on is. At the upper end of the tensioning element there is also a hook 11 provided, but which is displaceable in the longitudinal direction of the clamping element 5 is stored.
  • the upper end of the tie rod 9, which serves as a clamping element 5 carries a thread and a nut 12 screwed onto this thread.
  • This Clamping element 5 can be hooked up without tension and after hanging the nut 12 with a suitable wrench tightened and the tensioning element 5 thereby tensioned.
  • Construction parts 14 can be determined.
  • Such a construction part 14 here consists of a base plate 15, are welded to the support tubes 16, the in turn can form parts of a roof structure.
  • the base plate mentioned 15 lies flat on the crown of the drywall and is with a tensioning element set against this.
  • the block 1 shown in FIG. 1, for example, is twice as long as it is wide.
  • a such a block can also be designed cube-shaped, or its length can be three or even four times its width.
  • the vertical continuous channels 2 are to be provided. 1 to 5, the vertically continuous channels 2 are each in the Longitudinal center plane of the block 1 arranged. It is possible and should be here also be mentioned that another arrangement of these vertically continuous Channel 2 is quite possible, for example in several rows. The order is always to be made so that the continuous channels 2 in the wall structure laid blocks 1 are aligned with each other. This is achieved if these vertically continuous channels 2 in a grid-like manner in block 1 are arranged.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Fencing (AREA)
  • Secondary Cells (AREA)

Abstract

A concrete block for dry walling has a rectangular shape with the length a discrete number of times the width. Vertical holes are arranged in a set pattern through each block with the hole diameter between1/6 and 1/5 the width of the block. The round holes are threaded by tie bars (3) to which hoists can be attached to transfer the block. The holes are formed by tube inserts held in place when the block is poured using a heavy concrete mix.

Description

Die Erfindung bezieht sich auf einen Blockstein zur Errichtung von Trockenmauerwerk und auf ein aus diesen Blocksteinen errichtetes Trockenmauerwerk.The invention relates to a block stone for erecting dry masonry and on a dry masonry built from these blocks.

Es ist bekannt, Trockenmauerwerke beispielsweise als Trennwände für Lagerboxen für Schüttgüter aller Art zu errichten. Je nach Bedarf kann ein solches Trokkenmauerwerk wieder demontiert und die das Trockenmauerwerk bildenden Blocksteine können am gleichen oder an einem anderen Ort wieder für ein solches Trockenmauerwerk mit gleichem oder geändertem Grundriß zusammengefügt werden. Diese Blocksteine sind aus Beton gegossen und besitzen an ihrer Oberseite bzw. ihrer Unterseite jeweils eine längsverlaufende Feder bzw. eine dazu korrespondierende Nut. Diese Blocksteine haben eine relativ große Abmessung und ein Gewicht bis zu einer Tonne bzw. sogar darüber. Da diese Blocksteine eine glatte Oberfläche besitzen, ist ihre Handhabung mit Hebezeugen recht schwierig. Es wurde daher bereits vorgeschlagen, an der jeweiligen Oberseite dieser Blocksteine Gewindebuchsen miteinzugießen, in welche Gewindeanker von Hebezeugen einschraubbar sind. Abgesehen davon, daß solche Gewindebuchsen relativ teuer sind, ist das Einschrauben und Lösen der Gewindeanker bei der Verlegung dieser Blocksteine zeitaufwendig.It is known to use dry masonry, for example, as partitions for storage boxes for all types of bulk goods. Such a brick masonry can be used as required disassembled again and those forming the dry masonry Blocks can be placed in the same place or in a different place again Dry masonry put together with the same or different floor plan become. These blocks are cast from concrete and have on them Top or its bottom each have a longitudinal spring or a corresponding groove. These blocks have a relatively large size and a weight up to a ton or even more. Because these blocks have a smooth surface, is their handling with hoists quite difficult. It has therefore already been suggested on the respective top cast these threaded blocks into which threaded anchors can be screwed in by hoists. Apart from the fact that such threaded bushings are relatively expensive, screwing and loosening the threaded anchor time-consuming when laying these blocks.

Bekannt sind Mauersteine (DE 833 407) zur Errichtung eines Mauerwerkes mit einem inneren Stützskelett. Diese Mauersteine sind quer zu ihrer Breitseite mehrschichtig aufgebaut, und in der Längsmittelebene sind vertikal durchlaufende Kanäle vorgesehen. Diese Mauersteine, die in der Regel mit Nut und Feder an ihren Längs- und Stirnseiten ausgestattet sind, werden so verlegt, daß im Mauerverbund die erwähnten Kanäle fluchtend übereinanderliegen. Diese Kanäle werden anschließend mit Beton ausgegossen, der nach seinem Erhärten das innere Stützskelett bildet. Diese Kanäle sind dabei so gestaltet, daß im Bereich der horizontalen Stoßfugen innerhalb des Mauerverbandes der eingegossene Beton Querriegel bildet. In diese Kanäle können auch Armierungseisen eingefügt werden, die parallel zu den Längsrichtungen der Kanäle verlaufen. Die Abmessungen solcher Mauersteine sind so gewählt, daß sie manuell gehandhabt werden können. Bricks (DE 833 407) for the construction of masonry are known an inner support skeleton. These bricks are multilayered across their broad sides built up, and in the longitudinal median plane there are vertically continuous channels intended. These bricks, which are usually tongue and groove on their Longitudinal and end faces are installed so that in the wall composite the channels mentioned are aligned one above the other. These channels will be then poured out with concrete, which after hardening the inner Support skeleton forms. These channels are designed so that in the horizontal Butt joints within the masonry of the poured concrete Crossbar forms. Reinforcing irons can also be inserted into these channels, which run parallel to the longitudinal directions of the channels. The dimensions such bricks are chosen so that they can be handled manually.

Aus der WO 92/04513 und der GB 1 064 451 (1967) sind Blocksteine für Trockenmauerwerk bekannt, die in ihren horizontalen Flächen oben und unten mehrere Vertiefungen aufweisen. Im ersterwähnten Fall sind diese Vertiefungen napf- oder zylinderförmig, im zweiten Fall sind diese Vertiefungen als Halbkugelschalen ausgebildet. Bei der Errichtung des Mauerwerkes aus diesen vorbekannten Blocksteinen werden in die erwähnten Vertiefungen Formkörper eingelegt, die zur Form der Vertiefung korrespondierend ausgebildet sind, im einen Fall als Zylinder, im anderen Fall als Kugel. Diese zylindrischen bzw. kugeligen Formkörper sind so bemessen, daß, wenn sie in die für ihre Aufnahme vorgesehenen Vertiefungen eingelegt sind, nach oben vorstehen und die Begrenzungsfläche des Blocksteines überragen. Diese vorstehenden Teile der Formkörper werden dann von den Vertiefungen formschlüssig aufgenommen, die an der Unterseite des im Mauerverband darüberliegenden Blocksteines vorgesehen sind.WO 92/04513 and GB 1 064 451 (1967) are blocks for dry masonry known that several in their horizontal surfaces above and below Have depressions. In the first-mentioned case, these depressions are bowl or cylindrical, in the second case these recesses are hemispherical shells educated. When building the masonry from these previously known Blocks are inserted into the above-mentioned moldings, which are used for Correspondingly, the shape of the depression is designed, in one case as a cylinder, otherwise as a ball. These cylindrical or spherical shaped bodies are dimensioned so that when they are in the recesses intended for their reception are inserted, protrude upwards and the boundary surface of the Tower block. These protruding parts of the molded body are then positively received by the wells, which are on the underside of the Masonry overlying block stone are provided.

Bekannt sind ferner Blocksteine mit über ihre Höhe durchlaufenden Kanälen (FR 2 425 512 A1), wobei die oberen bzw. unteren Mündungsöffnungen dieser Kanäle in kegelstumpfartigen Erhebungen an der Oberseite bzw. in dazu korrespondierenden kegelstumpfartigen Vertiefungen an der Unterseite liegen. Werden diese Blocksteine in einem Mauerverband verlegt, so greifen die erwähnten Erhebungen bzw. Vertiefungen formschlüssig ineinander ein. Darüberhinaus werden in diese durchlaufenden vertikalen Kanäle Spannstangen eingebracht, die an ihrem einen Stirnende einen Gewindebolzen und an ihrem anderen Stirnende ein Muttergewinde aufweisen. Diese Spannstangen, deren Länge der Höhe des Blocksteines entspricht, können mit den genannten Verbindungsmitteln zu beliebiger Länge zusammengefügt werden.Also known are block stones with channels running through their height (FR 2 425 512 A1), the upper and lower openings of these channels in truncated cone-like elevations on the top or in corresponding ones frusto-conical depressions lie on the underside. Will this The above-mentioned surveys apply to blocks laid in a wall structure or recesses in one another. Furthermore, in these continuous vertical channels introduced tension rods, which on their a threaded bolt at one end and a nut thread at the other end exhibit. These tie rods, the length of which is the height of the block corresponds to any of the connecting means mentioned Length.

Schlußendlich ist noch der Blockstein nach der FR 2652 845 A1 zu nennen, der ebenfalls vertikal durchlaufende Kanäle besitzt, in welche Spannstäbe eingesetzt werden. Diese Spannstäbe besitzen an beiden Enden Gewinde. Zur Verbindung der Spannstäbe dienen Gewindemuffen, die in endseitige Erweiterungen der durchlaufenden vertikalen Kanäle der Blocksteine einsetzbar sind. Bezogen auf die Abmessungen des Blocksteines besitzen diese vertikal durchlaufenden Kanäle für die Aufnahme der Spannstäbe nur einen relativ geringen Durchmesser, der gerade so groß bemessen ist, daß der Spannstab ohne Schwierigkeit einsetzbar ist. Finally, the block stone according to FR 2652 845 A1 should be mentioned, the also has vertically continuous channels in which tension rods are inserted become. These tie rods have threads on both ends. For connection the tension rods serve threaded sockets, which are in the end extensions of the continuous vertical channels of the blocks can be used. Related to the dimensions of the block have these vertically continuous channels only a relatively small diameter to accommodate the tie rods, which is just so large that the tie rod can be used without difficulty is.

Ausgehend von diesem Stand der Technik zielt die Erfindung darauf ab, einen Blockstein zur Errichtung von Trockenmauerwerk zu schaffen, der gegenüber den bekannten Blocksteinen Vorteile aufweist und der dabei konstruktiv sehr einfach gestaltet ist. Der erfindungsgemäße Blockstein ist gekennzeichnet durch jene Merkmale, die den kennzeichnenden Teil des Anspruches 1 bilden.Based on this prior art, the invention aims to one To create block stone for the erection of dry masonry, which opposite the known block stones has advantages and it is structurally very simple is designed. The block according to the invention is characterized by that Features that form the characterizing part of claim 1.

Die vertikal durchlaufenden Kanäle, die einen relativ großen Durchmesser besitzen und die von den erwähnten Holmen gekreuzt werden, bieten gegenüber den bekannten Konstruktionen nach der WO 92/04513 bzw. der GB 1 064 451 (1967) den Vorteil, daß bei gleicher Masse und bei vorgegebener Blocksteinhöhe die Basisfläche des Steines vergrößert ist, ein für Blocksteine für Trockenmauerwerk wesentliches Merkmal, und dies trotz gleichem Gewicht. Die die vertikalen Kanäle querenden Holme, die in der Regel aus einem Armierungseisen gebildet sind, können zur Anbringung von Haken von Hebezeugen dienen. Blocksteine dieser Art für Trockenmauerwerk sind sehr groß und schwer und können nur mittels mechanischen Hebezeugen manipuliert werden.The vertically continuous channels, which have a relatively large diameter and which are crossed by the mentioned spars, offer against the known constructions according to WO 92/04513 and GB 1 064 451 (1967) the advantage that with the same mass and a given block height Base area of the stone is enlarged, one for blocks for dry masonry essential feature, and this despite the same weight. The vertical channels crossing spars, which are usually formed from a reinforcing iron, can be used to attach hooks to hoists. Blocks this Art for dry masonry are very large and heavy and can only be done by mechanical means Hoists are manipulated.

Das mit solchen Blocksteinen errichtete Trockenmauerwerk ist dadurch gekennzeichnet, daß zur Verbindung von übereinanderliegenden Blocksteinen Profilstücke vorgesehen sind, deren Querschnitt korrespondierend zum Querschnitt der Kanäle ausgebildet ist, wobei deren Querschnittsabmessungen etwas geringer sind als jene der durchlaufenden Kanäle zur spielbehafteten Aufnahme durch die letzteren und deren axiale Länge so bemessen ist, daß sie die Oberseite des sie aufnehmenden Blocksteines überragen, wenn sie in die für ihre Aufnahme vorgesehenen Kanäle eingesteckt sind und mit ihrer jeweils unteren Stirnseite auf dem den Kanal querenden Holm aufliegen.The dry masonry built with such blocks is characterized by that for connecting stacked blocks of profile pieces are provided, the cross section of which corresponds to the cross section of the channels is formed, the cross-sectional dimensions of which are somewhat smaller are considered as those of the continuous channels for game-related recording the latter and their axial length is such that they are the top of the they protrude from the receiving block when they are used for their inclusion provided channels are inserted and with their lower end face rest on the spar crossing the channel.

Die Zeichnung veranschaulicht mehrere Ausführungsbeispiele der Erfindung. Es zeigen:

Fig. 1
einen Blockstein in Schrägsicht in einer ersten Ausführungsform;
Fig. 2
einen Längsschnitt durch einen Blockstein nach Fig. 1 und
Fig. 3
einen zugehörenden Querschnitt;
Fig. 4
einen Längsschnitt durch einen Blocksteinen in einer gegenüber Fig. 2 abgeänderten Ausführungsform und
Fig. 5
den zugehörenden Querschnitt;
Fig. 6
schematisch die Errichtung eines Trockenmauerwerkes aus Blocksteinen nach Fig. 1;
Fig. 7
einen vertikalen Querschnitt durch ein Trockenmauerwerk aus Blocksteinen nach den Fig. 1 bis 3 und
Fig. 8
einen vertikalen Längsschnitt durch dieses Trockenmauerwerk, wobei hier bei dieser Ausführungsform nach den Fig. 7 und 8 die einzelnen Blocksteine miteinander verspannt sind;
Fig. 9
in Schrägsicht ein Spannelement, wie es beim Ausführungsbeispiel nach den Fig. 7 und 8 eingesetzt ist;
Fig. 10
einen vertikalen Querschnitt durch ein Trockenmauerwerk wie Fig. 7, jedoch hier mit abgeänderten Spannelementen;
Fig. 11
eine Detaildarstellung aus Fig. 10;
Fig. 12
eine Schrägsicht eines Blocksteines in einer gegenüber Fig. 1 abgeänderten Form und
Fig. 13
dessen Längsschnitt;
Fig. 14
eine Schrägsicht eines Blocksteines in einer weiteren Ausführungsform und
Fig. 15
dessen Längsschnitt.
The drawing illustrates several embodiments of the invention. Show it:
Fig. 1
a block in oblique view in a first embodiment;
Fig. 2
a longitudinal section through a block according to Fig. 1 and
Fig. 3
an associated cross section;
Fig. 4
a longitudinal section through a block in a modified from FIG. 2 and
Fig. 5
the corresponding cross-section;
Fig. 6
schematically the erection of a dry brickwork from block stones according to Fig. 1;
Fig. 7
a vertical cross section through a dry masonry of blocks according to FIGS. 1 to 3 and
Fig. 8
a vertical longitudinal section through this dry masonry, here in this embodiment according to Figures 7 and 8, the individual blocks are braced together;
Fig. 9
in oblique view, a clamping element, as used in the embodiment of FIGS. 7 and 8;
Fig. 10
a vertical cross section through a dry masonry as Figure 7, but here with modified clamping elements.
Fig. 11
a detailed representation of Fig. 10;
Fig. 12
an oblique view of a block in a modified form compared to FIG. 1 and
Fig. 13
its longitudinal section;
Fig. 14
a perspective view of a block in a further embodiment and
Fig. 15
its longitudinal section.

Die einzelnen Figuren besitzen unterschiedliche Maßstäbe; gleiche bzw. funktionsgleiche Teile sind in allen Darstellungen mit denselben Hinweisziffern versehen.The individual figures have different scales; same or functionally the same Parts are provided with the same reference numbers in all representations.

Der zweckmäßigerweise aus Schwerbeton gegossene Blockstein 1 besitzt einen quadratischen Querschnitt mit der Seitenlänge A, und seine Längsseite beträgt ein ganzzahliges Vielfaches der Seitenlänge A, im gezeigten Beispiel ist dieser Blockstein doppelt so lang wie breit. Die Querschnittsform ist nicht erfindungswesentlich. Die Querschnittsform könnte auch rechteckig sein. In der mittleren vertikalen Längsebene sind über die gesamte Höhe des jeweiligen Blocksteines 1 durchlaufende Kanäle 2 ausgespart, die hier zylindrisch gestaltet sind und deren Durchmesser etwa 1/6 bis 1/5 der Seitenlänge A beträgt. Der gegenseitige Abstand dieser Kanäle entspricht der Seitenlänge A. Diese Kanäle 2 sind in etwa halber Höhe A/2 des Blocksteines 1 von einem Holm 3 durchsetzt, der beispielsweise aus Armierungsstahl gebildet ist. Dieser Holm 3 kann parallel zur Längsseite des Blocksteines 1 verlaufen (Fig. 2) oder parallel zu seiner Schmalseite (Fig. 4). Die Querschnittsabmessungen der Kanäle 2 sind so groß, daß in den Kanal ein Haken oder eine Kette eines Hebezeuges eingebracht und mit dem Holm 3 verbunden werden kann, um einen solchen schweren Blockstein zu heben. Die Wandung der Kanäle 2 kann durch eingesetzte Profilstücke gebildet sein, die eine verlorene Schalung bilden. Die Seitenflächen des Blocksteines sind plan. Grundsätzlich ist es möglich, die Breitseiten etwas geneigt auszubilden, so daß die Querschnittsform des Blocksteines trapezförmig ist. Die hier gezeigte Lage des Holmes 3 in etwa der halben Höhe A/2 des Blocksteines 1 kann im Rahmen der Erfindung geändert werden. Der Holm 3 kann so angeordnet sein, daß er beispielsweise im ersten Höhendrittel des Blocksteines liegt. Dies gilt unabhängig davon, ob der Holm 3 in Längsrichtung des Blocksteines angeordnet ist oder quer dazu.The block 1 expediently cast from heavy concrete has one square cross section with side length A, and its long side is an integer multiple of side length A, in the example shown this is Block twice as long as it is wide. The cross-sectional shape is not essential to the invention. The cross-sectional shape could also be rectangular. In the middle vertical Longitudinal plane are over the entire height of the respective block 1 continuous channels 2 recessed, which are cylindrical here and their Diameter is approximately 1/6 to 1/5 of the side length A. The mutual distance these channels correspond to the side length A. These channels 2 are approximately half height A / 2 of block 1 through a spar 3, for example is made of reinforcing steel. This spar 3 can be parallel to the long side of block 1 run (Fig. 2) or parallel to its narrow side (Fig. 4). The cross-sectional dimensions of the channels 2 are so large that in the channel a hook or chain of a hoist inserted and with the spar 3 can be connected to lift such a heavy block. The Wall of the channels 2 can be formed by inserted profile pieces, one Form lost formwork. The side surfaces of the block are flat. Basically it is possible to form the broad sides somewhat inclined so that the Cross-sectional shape of the block is trapezoidal. The location of the Holmes 3 in about half the height A / 2 of the block 1 can within the Invention to be changed. The spar 3 can be arranged so that it, for example is in the first third of the block. This applies independently whether the spar 3 is arranged in the longitudinal direction of the block or transversely to.

Um bei der Errichtung eines Trockenmauerwerkes (Fig. 6) die übereinanderliegenden Blocksteine zu verbinden, sind Profilstücke 4 vorgesehen, deren Querschnitt korrespondierend zum Querschnitt der Kanäle 2 ausgebildet ist und deren axiale Länge etwas kürzer ist als die Höhe A des Blocksteines, aber größer als deren halbe Höhe A/2. Die axiale Länge dieser Profilstücke 4 ist aber auf jeden Fall so bemessen, daß diese Profilstücke 4 die Oberseite des sie aufnehmenden Blocksteines 1 überragen, wenn sie in die für ihre Aufnahme vorgesehenen Kanäle 2 eingesteckt sind und mit ihrer jeweils unteren Stirnseite auf dem den Kanal 2 querenden Holm 3 aufliegen. Die Querschnittsabmessungen dieser Profilstücke 4 sind etwas geringer als jene der durchlaufenden Kanäle 2, so daß diese Profilstücke von den Kanälen 2 mit Spiel aufgenommen werden können. Ist eine horizontale Reihe von Blocksteinen verlegt, so werden in die Kanäle 2 diese Profilstücke 4 eingesetzt, die mit ihrer unteren Stirnseite auf den querverlaufenden Holmen 3 aufliegen und die gegenüber der Oberseite des sie aufnehmenden Blocksteines 1 vorstehen. Dieser vorstehende Abschnitt des Profilstückes 4 wird dann von den aufzulegenden Blocksteinen aufgenommen. Diese Profilstücke 4 sind zweckmäßigerweise aus Stahlrohren gefertigt. Anstelle eines runden Querschnittes können die Kanäle 2 auch einen vieleckigen Querschnitt besitzen. Der Querschnitt der Profilstücke 4 ist jeweils korrespondierend zum Querschnitt dieser Kanäle ausgestaltet.In order to build a dry brickwork (Fig. 6) the superimposed To connect blocks, profile pieces 4 are provided, the cross section is designed to correspond to the cross section of the channels 2 and their axial length is somewhat shorter than the height A of the block, but greater than their half height A / 2. The axial length of these profile pieces 4 is on everyone Case dimensioned so that these profile pieces 4 the top of the receiving them Block 1 protrude when they are in the channels provided for their inclusion 2 are inserted and with their lower end on the channel 2 cross spar 3 rest. The cross-sectional dimensions of these profile pieces 4 are slightly less than those of the continuous channels 2, so that these profile pieces can be recorded with play from channels 2. Is a horizontal one Row of blocks laid, these profile pieces are in the channels 2 4 used, with its lower end face on the transverse Spars 3 rest and the opposite of the top of the receiving Protrude block 1. This protruding section of the profile piece 4 will then picked up by the blocks to be placed. These profile pieces 4 are expediently made of steel pipes. Instead of a round cross section the channels 2 can also have a polygonal cross section. Of the Cross section of the profile pieces 4 is in each case corresponding to the cross section of these Channels designed.

Aufgrund der Bauform, der gewählten Abmessungen und der Masse lassen sich mit diesen Blocksteinen Trockenmauern bis zu einer Höhe von fast fünf Meter errichten, und zwar mit jedem beliebigen Grundriß. Die Profilstücke 4 dienen zur Zentrierung der im Mauerverband übereinanderliegenden Blocksteine 1 und sichern deren Lage gegenüber Querkräften, die auf das Trockenmauerwerk einwirken, wenn ein solches Trockenmauerwerk beispielsweise als Lagerbox für Schüttgüter vorgesehen ist. Ein aus solchen Blocksteinen errichtetes Trockenmauerwerk kann jederzeit demontiert und mit anderem Grundriß am selben oder an einem anderen Ort wieder aufgebaut werden.Due to the design, the selected dimensions and the mass with these block stones dry stone walls up to a height of almost five meters erect, with any floor plan. The profile pieces 4 are used Center the blocks 1 lying one above the other in the wall structure and secure them their position in relation to transverse forces acting on the dry masonry, if such a dry masonry, for example, as a storage box for Bulk goods is provided. A dry masonry built from such blocks can be dismantled at any time and with another floor plan on the same or to be rebuilt in another location.

Der hier beschriebene Blockstein 1 bietet auch die Möglichkeit, die im Mauerverband übereinanderliegenden Blocksteine zusätzlich miteinander zu verspannen. Die Fig. 7 und 8 zeigen dafür ein erstes Beispiel. Hier werden Spannelemente 5 in Streifenform und aus Federstahl gezeigt. Diese streifenförmigen Spannelemente 5 (Fig. 9) besitzen an ihrem oberen Ende eine hakenförmige Krümmung 6 und an ihrem unteren Ende eine gabelartige Umbiegung 7. Mit einem dafür geeigneten, hier nicht näher gezeigten Werkzeug werden diese Spannelemente 5 beim Verlegen der Blocksteine 1 unter Vorspannung eingehängt. In der vertikalen Reihe solcher Spannelemente 5 greifen jeweils die hakenförmigen Krümmungen 6 zwischen die Zinken der gabelartigen Umbiegung 7 ein. Mit diesem Spannelement 5 können nicht nur die Blocksteine 1 gegeneinander zusätzlich verspannt werden, es ist auch möglich, eine Verspannung gegenüber einer die Trockenmauer tragenden Fundamentplatte 19 herzustellen. In diesem Fall wird in der Fundamentplatte 19 ein Anker 8 festgelegt, an dem dann das erste Spannelement 5 eingehängt wird. Dies machen die Fig. 7 und 8 anschaulich.The block 1 described here also offers the option of being in the wall structure to additionally block blocks lying one above the other. 7 and 8 show a first example of this. Here are clamping elements 5 shown in strip form and made of spring steel. These strip-shaped clamping elements 5 (FIG. 9) have a hook-shaped curvature 6 at their upper end and at its lower end a fork-like bend 7. With a suitable, These clamping elements 5 are tools not shown here when laying the blocks 1 hooked under pretension. In the vertical A number of such clamping elements 5 each grip the hook-shaped curvatures 6 between the prongs of the fork-like bend 7. With this clamping element 5 can not only braced the blocks 1 against each other , it is also possible to brace against a drywall to produce load-bearing foundation plate 19. In this case, the Foundation plate 19 an anchor 8 is fixed, on which then the first clamping element 5 is attached. 7 and 8 illustrate this.

Fig. 10 veranschaulicht ebenfalls im Querschnitt miteinander in vertikaler Richtung verspannte Blocksteine 1. Das Spannelement 5 besteht hier aus einer Zugstange 9, an deren unterem Ende ein Haken 10 angeformt, beispielsweise angeschweißt ist. Am oberen Ende des Spannelementes ist ebenfalls ein Haken 11 vorgesehen, der jedoch in Längsrichtung des Spannelementes 5 verschiebbar gelagert ist. Das obere Ende der Zugstange 9, die als Spannelement 5 dient, trägt ein Gewinde und eine auf dieses Gewinde aufgeschraubte Mutter 12. Dieses Spannelement 5 kann sozusagen spannungslos eingehängt werden und nach dem Einhängen wird die Mutter 12 mit einem geeigneten Schraubenschlüssel angezogen und das Spannelement 5 dadurch gespannt. Aus Fig. 10 ist auch ersichtlich, daß an der Oberseite 13 der Trockenmauer mit Hilfe von Spannelementen Konstruktionsteile 14 festlegbar sind. Ein solcher Konstruktionsteil 14 besteht hier aus einer Basisplatte 15, an der Tragrohre 16 angeschweißt sind, die ihrerseits Teile einer Dachkonstruktion bilden können. Die erwähnte Basisplatte 15 liegt auf der Krone der Trockenmauer plan auf und ist mit einem Spannelement gegenüber dieser festgelegt. Fig. 10 also illustrates in cross section with each other in the vertical direction clamped blocks 1. The clamping element 5 consists of a tie rod 9, at the lower end of which a hook 10 is formed, for example welded on is. At the upper end of the tensioning element there is also a hook 11 provided, but which is displaceable in the longitudinal direction of the clamping element 5 is stored. The upper end of the tie rod 9, which serves as a clamping element 5, carries a thread and a nut 12 screwed onto this thread. This Clamping element 5 can be hooked up without tension and after hanging the nut 12 with a suitable wrench tightened and the tensioning element 5 thereby tensioned. 10 also shows that on the top 13 of the drywall with the help of clamping elements Construction parts 14 can be determined. Such a construction part 14 here consists of a base plate 15, are welded to the support tubes 16, the in turn can form parts of a roof structure. The base plate mentioned 15 lies flat on the crown of the drywall and is with a tensioning element set against this.

Der in Fig. 1 beispielsweise gezeigte Blockstein 1 ist doppelt so lang wie breit. Ein solcher Blockstein kann aber auch würfelförmig gestaltet sein, oder seine Länge kann das Drei- oder gar Vierfache seiner Breite betragen. In entsprechender Anzahl und Teilung sind dann die vertikalen durchlaufenden Kanäle 2 vorzusehen. In den Fig. 1 bis 5 sind die vertikal durchlaufenden Kanäle 2 jeweils in der Längsmittelebene des Blocksteines 1 angeordnet. Es ist möglich und soll hier auch erwähnt werden, daß eine andere Anordnung dieser vertikal durchlaufenden Kanäle 2 durchaus möglich ist, beispielsweise in mehreren Reihen. Die Anordnung ist stets so zu treffen, daß die durchlaufenden Kanäle 2 der im Mauerverband verlegten Blocksteine 1 fluchtend zueinander liegen. Dies wird dann erreicht, wenn diese vertikal durchlaufenden Kanäle 2 rasterartig im Blockstein 1 angeordnet sind.The block 1 shown in FIG. 1, for example, is twice as long as it is wide. A such a block can also be designed cube-shaped, or its length can be three or even four times its width. In a corresponding number Then the vertical continuous channels 2 are to be provided. 1 to 5, the vertically continuous channels 2 are each in the Longitudinal center plane of the block 1 arranged. It is possible and should be here also be mentioned that another arrangement of these vertically continuous Channel 2 is quite possible, for example in several rows. The order is always to be made so that the continuous channels 2 in the wall structure laid blocks 1 are aligned with each other. This is achieved if these vertically continuous channels 2 in a grid-like manner in block 1 are arranged.

Sind die oberen bzw. unteren Begrenzungsflächen der Blocksteine 1 nach den Fig. 1 bis 5 plan, so liegt es im Rahmen der Erfindung, sie so auszugestalten, daß die Mündungsöffnungen der vertikal durchlaufenden Kanäle 2 an der einen Seite des Blocksteines 1 in pyramiden- oder kegelstumpfförmigen Erhöhungen 17,18 und an der anderen Seite des Blocksteines 1 in dazu korrespondierend ausgebildeten Vertiefungen liegen. Solche an sich bekannte Erhebungen und Vertiefungen erleichtern die Zentrierung der Blocksteine beim Verlegen. Beim Ausführungsbeispiel nach den Figuren 12 und 13 ist die Basisfläche der oberen pyramidenförmigen Erhebung 17 beispielsweise quadratisch, wogegen die Basisfläche der unteren pyramidenförmigen Vertiefung rechteckig ist. Dabei sind die parallel zur Schmalseite des Blocksteines gemessenen Dimensionen einander im wesentlichen gleich, in Längsrichtung des Blocksteines hingegen ist die Erstreckung der rechteckigen pyramidenförmigen Vertiefung größer als jene der Erhebung. Dadurch ist es möglich, unmittelbar aufeinander liegende Blocksteine in Längsrichtung gegeneinander zu verschieben. Eine Verschiebung in Querrichtung hingegen ist unterbunden. Sind die Vertiefungen bzw. Erhebungen 18 kegelstumpfförmig, so ist zweckmäßigerweise der Basisdurchmesser der Vertiefung etwas größer als der der Erhebung, so daß ein ausreichend großes Spiel zwischen den gepaarten Teilen zur Verfügung steht, um die aufeinanderliegenden Blocksteine gegeneinander zu verschieben, was in diesem Falle sowohl in Längsrichtung wie auch in Querrichtung der Blocksteine möglich ist. Are the upper or lower boundary surfaces of the blocks 1 after the Fig. 1 to 5 plan, it is within the scope of the invention to design it so that the mouth openings of the vertically continuous channels 2 on one side of block 1 in pyramid or truncated cone-shaped elevations 17.18 and on the other side of the block 1 in correspondingly designed Wells. Such surveys and depressions known per se make it easier to center the blocks when laying. In the embodiment according to Figures 12 and 13, the base surface of the upper pyramid-shaped Elevation 17, for example, square, whereas the base surface the lower pyramid-shaped depression is rectangular. They are parallel dimensions measured towards each other to the narrow side of the block the extension is the same, however, in the longitudinal direction of the block the rectangular pyramid-shaped depression larger than that of the elevation. This makes it possible to have blocks lying directly on top of one another in the longitudinal direction to move against each other. A shift in the transverse direction, however is prevented. If the depressions or elevations 18 are frustoconical, this is expediently the base diameter of the depression slightly larger than that of the survey, so that there is a sufficiently large game between the paired parts is available to the superimposed To move blocks against each other, which in this case both in the longitudinal direction as is possible in the transverse direction of the blocks.

Legende zu den Hinweisziffern;Legend to the reference numbers;

11
BlocksteinBlock stone
22nd
Kanalchannel
33rd
HolmSpar
44th
ProfilstückProfile piece
55
SpannelementClamping element
66
hakenförmige Krümmunghook-shaped curvature
77
gabelartige Umbiegungfork-like bend
88th
Ankeranchor
99
Zugstangepull bar
1010th
Hakenhook
1111
Haken hook
1212th
Muttermother
1313
OberseiteTop
1414
KonstruktionselementConstruction element
1515
BasisplatteBase plate
1616
TragrohrSupport tube
1717th
pyramidenstumpfförmige Erhöhungtruncated pyramid-shaped elevation
1818th
kegelstumpfförmige Erhöhungfrustoconical elevation
1919th
FundamentplatteFoundation plate

Claims (16)

Blockstein zur Errichtung von Trockenmauerwerk, gekennzeichnet durch die Kombination folgender Merkmale, nämlich daß die Länge der Längsseite ein ganzzahliges Vielfaches (nA) der Breite (A) seiner Schmalseite beträgt, daß vertikal durchlaufende Kanäle (2) ausgespart sind, deren Querabmessungen etwa 1/6 bis 1/5 der Breite (A) der Schmalseite betragen und diese Kanäle (2) rastermäßig verteilt sind, daß in den durchlaufenden Kanälen (2) je ein diese querender Holm (3) angeordnet ist und daß der Blockstein (1) aus gießfähigem Material, beispielsweise Schwerbeton, gefertigt ist. Block for the erection of dry masonry, characterized by the combination of the following features, namely that the length of the long side is an integral multiple (nA) of the width (A) of its narrow side, that vertically continuous channels (2) are left out, the transverse dimensions of which are approximately 1/6 to 1/5 of the width (A) of the narrow side and these channels (2) are distributed in a grid pattern, that in the continuous channels (2) each a crossbar (3) is arranged and that the block (1) is made of pourable material, for example heavy concrete. Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die durchlaufenden Kanäle (2) zylindrisch sind.Block according to claim 1, characterized in that the continuous Channels (2) are cylindrical. Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die die durchlaufenden Kanäle (2) querenden Holme (3) parallel zur Längsseite der Blocksteine (1) verlaufen.Block stone according to claim 1, characterized in that the continuous Channels (2) cross bars (3) parallel to the long side of the blocks (1) run. Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die die durchlaufenden Kanäle (2) querenden Holme (3) parallel zur Schmalseite des Blocksteines (1) verlaufen.Block stone according to claim 1, characterized in that the continuous Channels (2) crossing bars (3) parallel to the narrow side of the block (1) run. Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die Wandung der durchlaufenden Kanäle (2) durch ein in den Blockstein (1) eingebundenes Profilstück aus vorzugsweise metallischem Werkstoff oder aus einem Kunststoff gebildet ist.Block according to claim 1, characterized in that the wall of the continuous channels (2) through one integrated in the block (1) Profile piece from preferably metallic material or from a plastic is formed. Blockstein nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß sein Querschnitt quadratisch ist.Block stone according to one of claims 1 to 5, characterized in that its cross section is square. Blockstein nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der die durchlaufenden Kanäle (2) querende Holm (3) gegenüber der halben Höhe des jeweiligen Kanals (2) versetzt ist.Block stone according to one of claims 1 to 6, characterized in that the spar (3) crossing the passages (2) with respect to half Height of the respective channel (2) is offset. Blockstein nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der die vertikal durchlaufenden Kanäle (2) querende Holm (3) in der halben Höhe (A/2) dieser Kanäle (2) liegt.Block stone according to one of claims 1 to 6, characterized in that the spar (3) crossing the vertical channels (2) in half Height (A / 2) of these channels (2) lies. Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß eine Reihe von vertikal durchlaufenden Kanälen (2) vorgesehen ist und diese Reihe in der Längsmittelebene des Blocksteines (1) liegt.Block according to claim 1, characterized in that a number of vertically continuous channels (2) is provided and this row in the Longitudinal median plane of the block (1) is. Blockstein nach Anspruch 1 oder 9, dadurch gekennzeichnet, daß der Abstand der Kanäle (2) der Breite (A) der Schmalseite entspricht.Block according to claim 1 or 9, characterized in that the distance the channels (2) correspond to the width (A) of the narrow side. Blockstein nach Anspruch 1 oder 9, dadurch gekennzeichnet, daß die Mündungsöffnungen der vertikal durchlaufenden Kanäle (29 an der einen Seite des Blocksteines (1) in pyramiden- oder kegelstumpfförmigen Erhöhungen (17,18) und an der anderen Seite des Blocksteines (1) in dazu hinsichtlich Größe und Form korrespondierend ausgebildeten Vertiefungen liegen.Block according to claim 1 or 9, characterized in that the mouth openings of the vertically continuous channels (29 on one side of the block (1) in pyramid or truncated cone-shaped elevations (17,18) and on the other side of the block (1) in this regard The size and shape of the correspondingly designed recesses. Trockenmauerwerk aus Blocksteinen nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, daß zur Verbindung von übereinanderliegenden Blocksteinen (1) Profilstücke (4) vorgesehen sind, deren Querschnitt korrespondierend zum Querschnitt der Kanäle (2) ausgebildet ist, wobei deren Querschnittsabmessungen etwas geringer sind als jene der durchlaufenden Kanäle (2) zur spielbehafteten Aufnahme durch die letzteren und deren axiale Länge so bemessen ist, daß sie die Oberseite des sie aufnehmenden Blocksteines (1) überragen, wenn sie in die für ihre Aufnahme vorgesehenen Kanäle (2) eingesteckt sind und mit ihrer jeweils unteren Stirnseite auf dem den Kanal (2) querenden Holm (3) aufliegen.Dry masonry from block stones according to one of claims 1 to 11, characterized in that for the connection of superimposed ones Block stones (1) profile pieces (4) are provided, the cross section of which corresponds is formed to the cross section of the channels (2), the Cross-sectional dimensions are slightly smaller than those of the continuous Channels (2) for playful recording by the latter and their axial length is such that it is the top of the receiving Block (1) protrude when they are in the intended for their inclusion Channels (2) are inserted and with their lower end on the the spar (3) crossing the channel (2) rests. Trockenmauerwerk nach Anspruch 12, dadurch gekennzeichnet, daß die eingesteckten Profilstücke (4) etwa mit der Hälfte ihrer Länge die Oberfläche des sie aufnehmenden Blocksteines (1) überragen.Dry masonry according to claim 12, characterized in that the inserted profile pieces (4) about half the length of the surface protrude from the receiving block (1). Trockenmauerwerk nach einem der Ansprüche 12 oder 13, dadurch gekennzeichnet, daß an den die vertikalen Kanäle querenden Holmen übereinander angeordneter Blocksteine Spannelemente (5) festlegbar sind. Dry masonry according to one of claims 12 or 13, characterized in that that one above the other on the spars crossing the vertical channels Arranged blocks clamping elements (5) can be determined. Trockenmauerwerk nach Anspruch 14, dadurch gekennzeichnet, daß die Spannelemente (5) streifenförmig ausgebildet sind und endseitig Umbiegungen aufweisen, die die querenden Holme (3) übereinander liegender Blocksteine (1) hakenartig übergreifen und diese Spannelemente (5) zumindest zum Teil aus Federstahl gefertigt sind (Fig. 9).Dry masonry according to claim 14, characterized in that the Clamping elements (5) are strip-shaped and bends at the end have the crossing bars (3) of blocks lying one above the other (1) overlap like a hook and at least these tensioning elements (5) are partially made of spring steel (Fig. 9). Trockenmauerwerk nach Anspruch 14, dadurch gekennzeichnet, daß die gegebenenfalls stabförmigen Spannelemente (5) an ihren beiden Enden hakenartige Ansätze (10, 11) besitzen, von welchen zumindest einer dieser hakenartigen Ansätze (11) mittels Gewinde und Muttern (12) in der Längsrichtung des Spannelementes (5) verstellbar ist.Dry masonry according to claim 14, characterized in that the optionally rod-shaped clamping elements (5) hook-like at both ends Have approaches (10, 11), at least one of which is hook-like Lugs (11) by means of threads and nuts (12) in the longitudinal direction of the clamping element (5) is adjustable.
EP99102660A 1998-03-06 1999-02-12 Structural elements for dry wall construction, and wall made of such elements. Expired - Lifetime EP0940513B1 (en)

Priority Applications (3)

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DK99102660T DK0940513T3 (en) 1998-03-06 1999-02-12 Block for erection as element walls, as well as wall structure erected by such blocks
AT99102660T ATE275679T1 (en) 1998-03-06 1999-02-12 BLOCKS FOR THE CONSTRUCTION OF DRY MASONRY AND DRY MASONRY BUILT FROM THESE BLOCKS
SI9930699T SI0940513T1 (en) 1998-03-06 1999-02-12 Structural elements for dry wall construction, and wall made of such elements.

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AT39098 1998-03-06
AT39098 1998-03-06

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AT (1) ATE275679T1 (en)
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AU731809B2 (en) * 1996-11-04 2001-04-05 Keystone Retaining Wall Systems, Inc. Retaining wall block
FR2872186A1 (en) * 2004-06-24 2005-12-30 Edward Bazela Wall reinforcing method, involves placing connection unit between concrete block of lower row and another concrete block of upper row to fix two concrete blocks, and blocking concrete blocks located between former and latter concrete blocks
WO2007135478A1 (en) * 2006-05-23 2007-11-29 Martinez Naranjo, Jhon Jairo System of brick with rod
GB2462316A (en) * 2008-08-02 2010-02-03 Barrie Peter Moore Large sized brick with improved handling
WO2011089442A1 (en) * 2010-01-22 2011-07-28 Springair Limited Brick
US8201370B1 (en) * 2010-02-05 2012-06-19 Goodwin Aaron G Building block assembly
ITTO20120808A1 (en) * 2012-09-18 2014-03-19 Enteres Internat S R L CONSTRUCTION SYSTEM WITH MODULAR BLOCKS POSIBLE TO DRY, WITH METALLIC SUPPORTING STRUCTURE, PARTICULARLY SUITABLE FOR ANTI-SEISMIC CONSTRUCTIONS
DE102014115808A1 (en) * 2014-10-30 2016-05-04 Arthur Neuske Rectangular component
CN109898698A (en) * 2019-03-19 2019-06-18 山东交通学院 A kind of construction method of pseudo-classic architecture silk seam wall
WO2021150115A1 (en) * 2020-01-23 2021-07-29 Leiqo B.V. Building unit comprising a body member and a coupling fixation member

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DE833407C (en) 1948-10-02 1952-03-06 Wilhelm Ludowici Dr Ing Masonry with internal support skeleton
GB1064451A (en) 1963-04-04 1967-04-05 Skovde Gasbetong Aktiebolag An improved assembly of concrete blocks
FR2425512A1 (en) 1978-05-12 1979-12-07 Pocard Henri Demountable dry jointed block wall - uses interlocking truncated cone forms in bed joint with connectors extending through holes on cone axes
FR2652845A1 (en) 1989-10-05 1991-04-12 Ivaldi Marc Construction assembly
WO1992004513A1 (en) 1990-09-12 1992-03-19 Antonio Mucci Building component

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CH251310A (en) * 1945-12-05 1947-10-31 Muerset Eugen Building construction.
GB2159552B (en) * 1984-06-01 1988-02-24 William Hunter Millar Building structure of blocks having apertures and locating rods

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DE833407C (en) 1948-10-02 1952-03-06 Wilhelm Ludowici Dr Ing Masonry with internal support skeleton
GB1064451A (en) 1963-04-04 1967-04-05 Skovde Gasbetong Aktiebolag An improved assembly of concrete blocks
FR2425512A1 (en) 1978-05-12 1979-12-07 Pocard Henri Demountable dry jointed block wall - uses interlocking truncated cone forms in bed joint with connectors extending through holes on cone axes
FR2652845A1 (en) 1989-10-05 1991-04-12 Ivaldi Marc Construction assembly
WO1992004513A1 (en) 1990-09-12 1992-03-19 Antonio Mucci Building component

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU731809B2 (en) * 1996-11-04 2001-04-05 Keystone Retaining Wall Systems, Inc. Retaining wall block
FR2872186A1 (en) * 2004-06-24 2005-12-30 Edward Bazela Wall reinforcing method, involves placing connection unit between concrete block of lower row and another concrete block of upper row to fix two concrete blocks, and blocking concrete blocks located between former and latter concrete blocks
WO2007135478A1 (en) * 2006-05-23 2007-11-29 Martinez Naranjo, Jhon Jairo System of brick with rod
GB2462316A (en) * 2008-08-02 2010-02-03 Barrie Peter Moore Large sized brick with improved handling
WO2011089442A1 (en) * 2010-01-22 2011-07-28 Springair Limited Brick
US8201370B1 (en) * 2010-02-05 2012-06-19 Goodwin Aaron G Building block assembly
ITTO20120808A1 (en) * 2012-09-18 2014-03-19 Enteres Internat S R L CONSTRUCTION SYSTEM WITH MODULAR BLOCKS POSIBLE TO DRY, WITH METALLIC SUPPORTING STRUCTURE, PARTICULARLY SUITABLE FOR ANTI-SEISMIC CONSTRUCTIONS
DE102014115808A1 (en) * 2014-10-30 2016-05-04 Arthur Neuske Rectangular component
CN109898698A (en) * 2019-03-19 2019-06-18 山东交通学院 A kind of construction method of pseudo-classic architecture silk seam wall
CN109898698B (en) * 2019-03-19 2021-06-22 山东交通学院 Construction method of antique building wire seam wall
WO2021150115A1 (en) * 2020-01-23 2021-07-29 Leiqo B.V. Building unit comprising a body member and a coupling fixation member
NL2024738B1 (en) * 2020-01-23 2021-09-09 Leiqo B V Building unit comprising a body member and a coupling fixation member

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CZ294448B6 (en) 2005-01-12
SK284871B6 (en) 2006-01-05
ATE275679T1 (en) 2004-09-15
EP0940513B1 (en) 2004-09-08
ES2227914T3 (en) 2005-04-01
EP0940513A3 (en) 2001-08-08
SK30499A3 (en) 2000-02-14
DE59910417D1 (en) 2004-10-14
CZ77599A3 (en) 1999-11-17
SI0940513T1 (en) 2005-02-28
HU9900476D0 (en) 1999-04-28
DK0940513T3 (en) 2004-12-06
HUP9900476A3 (en) 2002-12-28
HU223217B1 (en) 2004-03-29
HUP9900476A2 (en) 2001-02-28

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