EP0940513A2 - Blockstein zur Errichtung von Trockenmauerwerk und aus diesen Blockstein errichtetes Trockemauerwerk - Google Patents
Blockstein zur Errichtung von Trockenmauerwerk und aus diesen Blockstein errichtetes Trockemauerwerk Download PDFInfo
- 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
- Authority
- 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
Links
Images
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)
- Secondary Cells (AREA)
- Fencing (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
Abstract
Description
- 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.
- 1
- Blockstein
- 2
- Kanal
- 3
- Holm
- 4
- Profilstück
- 5
- Spannelement
- 6
- hakenförmige Krümmung
- 7
- gabelartige Umbiegung
- 8
- Anker
- 9
- Zugstange
- 10
- Haken
- 11
- Haken
- 12
- Mutter
- 13
- Oberseite
- 14
- Konstruktionselement
- 15
- Basisplatte
- 16
- Tragrohr
- 17
- pyramidenstumpfförmige Erhöhung
- 18
- kegelstumpfförmige Erhöhung
- 19
- Fundamentplatte
Claims (16)
- Blockstein zur Errichtung von Trockenmauerwerk, gekennzeichnet durch die Kombination folgender Merkmale, nämlichdaß 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 unddaß der Blockstein (1) aus gießfähigem Material, beispielsweise Schwerbeton, gefertigt ist.
- Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die durchlaufenden Kanäle (2) zylindrisch sind.
- Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die die durchlaufenden Kanäle (2) querenden Holme (3) parallel zur Längsseite der Blocksteine (1) verlaufen.
- Blockstein nach Anspruch 1, dadurch gekennzeichnet, daß die die durchlaufenden Kanäle (2) querenden Holme (3) parallel zur Schmalseite des Blocksteines (1) verlaufen.
- 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.
- Blockstein nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß sein Querschnitt quadratisch ist.
- 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.
- 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.
- 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.
- Blockstein nach Anspruch 1 oder 9, dadurch gekennzeichnet, daß der Abstand der Kanäle (2) der Breite (A) der Schmalseite entspricht.
- 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.
- 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.
- 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.
- 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.
- 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).
- 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.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK99102660T DK0940513T3 (da) | 1998-03-06 | 1999-02-12 | Bloksten til opstilling som elementvægge, samt vægopbygning opstillet af sådanne bloksten |
AT99102660T ATE275679T1 (de) | 1998-03-06 | 1999-02-12 | Blockstein zur errichtung von trockenmauerwerk und aus diesen blockstein errichtetes trockenmauerwerk |
SI9930699T SI0940513T1 (en) | 1998-03-06 | 1999-02-12 | Structural elements for dry wall construction, and wall made of such elements. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT39098 | 1998-03-06 | ||
AT39098 | 1998-03-06 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0940513A2 true EP0940513A2 (de) | 1999-09-08 |
EP0940513A3 EP0940513A3 (de) | 2001-08-08 |
EP0940513B1 EP0940513B1 (de) | 2004-09-08 |
Family
ID=3489338
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99102660A Expired - Lifetime EP0940513B1 (de) | 1998-03-06 | 1999-02-12 | Blockstein zur Errichtung von Trockenmauerwerk und aus diesen Blockstein errichtetes Trockenmauerwerk |
Country Status (9)
Country | Link |
---|---|
EP (1) | EP0940513B1 (de) |
AT (1) | ATE275679T1 (de) |
CZ (1) | CZ294448B6 (de) |
DE (1) | DE59910417D1 (de) |
DK (1) | DK0940513T3 (de) |
ES (1) | ES2227914T3 (de) |
HU (1) | HU223217B1 (de) |
SI (1) | SI0940513T1 (de) |
SK (1) | SK284871B6 (de) |
Cited By (10)
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 (fr) * | 2004-06-24 | 2005-12-30 | Edward Bazela | Procede pour armer un mur |
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 (it) * | 2012-09-18 | 2014-03-19 | Enteres Internat S R L | Sistema di costruzione con blocchi modulari posabili a secco, con struttura portante metallica, particolarmente adatto per costruzioni anti-sismiche |
DE102014115808A1 (de) * | 2014-10-30 | 2016-05-04 | Arthur Neuske | Quaderförmiges Bauelement |
CN109898698A (zh) * | 2019-03-19 | 2019-06-18 | 山东交通学院 | 一种仿古建筑丝缝墙体的施工方法 |
WO2021150115A1 (en) * | 2020-01-23 | 2021-07-29 | Leiqo B.V. | Building unit comprising a body member and a coupling fixation member |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE833407C (de) | 1948-10-02 | 1952-03-06 | Wilhelm Ludowici Dr Ing | Mauerwerk mit innerem Stuetzskelett |
GB1064451A (en) | 1963-04-04 | 1967-04-05 | Skovde Gasbetong Aktiebolag | An improved assembly of concrete blocks |
FR2425512A1 (fr) | 1978-05-12 | 1979-12-07 | Pocard Henri | Elements amovibles en beton |
FR2652845A1 (fr) | 1989-10-05 | 1991-04-12 | Ivaldi Marc | Ensemble de construction. |
WO1992004513A1 (en) | 1990-09-12 | 1992-03-19 | Antonio Mucci | Building component |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE528025A (de) * | ||||
CH251310A (de) * | 1945-12-05 | 1947-10-31 | Muerset Eugen | Baukonstruktion. |
GB2159552B (en) * | 1984-06-01 | 1988-02-24 | William Hunter Millar | Building structure of blocks having apertures and locating rods |
-
1999
- 1999-02-12 AT AT99102660T patent/ATE275679T1/de active
- 1999-02-12 EP EP99102660A patent/EP0940513B1/de not_active Expired - Lifetime
- 1999-02-12 DK DK99102660T patent/DK0940513T3/da active
- 1999-02-12 DE DE59910417T patent/DE59910417D1/de not_active Expired - Lifetime
- 1999-02-12 ES ES99102660T patent/ES2227914T3/es not_active Expired - Lifetime
- 1999-02-12 SI SI9930699T patent/SI0940513T1/xx unknown
- 1999-02-26 HU HU9900476A patent/HU223217B1/hu not_active IP Right Cessation
- 1999-03-05 CZ CZ1999775A patent/CZ294448B6/cs not_active IP Right Cessation
- 1999-03-05 SK SK304-99A patent/SK284871B6/sk not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE833407C (de) | 1948-10-02 | 1952-03-06 | Wilhelm Ludowici Dr Ing | Mauerwerk mit innerem Stuetzskelett |
GB1064451A (en) | 1963-04-04 | 1967-04-05 | Skovde Gasbetong Aktiebolag | An improved assembly of concrete blocks |
FR2425512A1 (fr) | 1978-05-12 | 1979-12-07 | Pocard Henri | Elements amovibles en beton |
FR2652845A1 (fr) | 1989-10-05 | 1991-04-12 | Ivaldi Marc | Ensemble de construction. |
WO1992004513A1 (en) | 1990-09-12 | 1992-03-19 | Antonio Mucci | Building component |
Cited By (12)
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 (fr) * | 2004-06-24 | 2005-12-30 | Edward Bazela | Procede pour armer un mur |
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 (it) * | 2012-09-18 | 2014-03-19 | Enteres Internat S R L | Sistema di costruzione con blocchi modulari posabili a secco, con struttura portante metallica, particolarmente adatto per costruzioni anti-sismiche |
DE102014115808A1 (de) * | 2014-10-30 | 2016-05-04 | Arthur Neuske | Quaderförmiges Bauelement |
CN109898698A (zh) * | 2019-03-19 | 2019-06-18 | 山东交通学院 | 一种仿古建筑丝缝墙体的施工方法 |
CN109898698B (zh) * | 2019-03-19 | 2021-06-22 | 山东交通学院 | 一种仿古建筑丝缝墙体的施工方法 |
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 |
Also Published As
Publication number | Publication date |
---|---|
EP0940513A3 (de) | 2001-08-08 |
ES2227914T3 (es) | 2005-04-01 |
HU9900476D0 (en) | 1999-04-28 |
ATE275679T1 (de) | 2004-09-15 |
SI0940513T1 (en) | 2005-02-28 |
DE59910417D1 (de) | 2004-10-14 |
HUP9900476A2 (hu) | 2001-02-28 |
HU223217B1 (hu) | 2004-03-29 |
EP0940513B1 (de) | 2004-09-08 |
SK30499A3 (en) | 2000-02-14 |
CZ77599A3 (cs) | 1999-11-17 |
CZ294448B6 (cs) | 2005-01-12 |
SK284871B6 (sk) | 2006-01-05 |
HUP9900476A3 (en) | 2002-12-28 |
DK0940513T3 (da) | 2004-12-06 |
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