EP0940513A2 - Elément structural pour l'édification de murs à sec, et mur construit avec de tels éléments - Google Patents

Elément structural pour l'édification de murs à sec, et mur construit avec de tels éléments 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
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
Application number
EP99102660A
Other languages
German (de)
English (en)
Other versions
EP0940513A3 (fr
EP0940513B1 (fr
Inventor
Werner Ing. Vogel
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.)
Vogel Werner Ing
Original Assignee
Vogel Werner
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 Vogel Werner filed Critical Vogel Werner
Priority to DK99102660T priority Critical patent/DK0940513T3/da
Priority to AT99102660T priority patent/ATE275679T1/de
Priority to SI9930699T priority patent/SI0940513T1/xx
Publication of EP0940513A2 publication Critical patent/EP0940513A2/fr
Publication of EP0940513A3 publication Critical patent/EP0940513A3/fr
Application granted granted Critical
Publication of EP0940513B1 publication Critical patent/EP0940513B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Fencing (AREA)
  • Secondary Cells (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP99102660A 1998-03-06 1999-02-12 Elément structural pour l'édification de murs à sec, et mur construit avec de tels éléments Expired - Lifetime EP0940513B1 (fr)

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 (fr) 1999-09-08
EP0940513A3 EP0940513A3 (fr) 2001-08-08
EP0940513B1 EP0940513B1 (fr) 2004-09-08

Family

ID=3489338

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99102660A Expired - Lifetime EP0940513B1 (fr) 1998-03-06 1999-02-12 Elément structural pour l'édification de murs à sec, et mur construit avec de tels éléments

Country Status (9)

Country Link
EP (1) EP0940513B1 (fr)
AT (1) ATE275679T1 (fr)
CZ (1) CZ294448B6 (fr)
DE (1) DE59910417D1 (fr)
DK (1) DK0940513T3 (fr)
ES (1) ES2227914T3 (fr)
HU (1) HU223217B1 (fr)
SI (1) SI0940513T1 (fr)
SK (1) SK284871B6 (fr)

Cited By (10)

* 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 (fr) * 2004-06-24 2005-12-30 Edward Bazela Procede pour armer un mur
WO2007135478A1 (fr) * 2006-05-23 2007-11-29 Martinez Naranjo, Jhon Jairo Système de brique avec barre
GB2462316A (en) * 2008-08-02 2010-02-03 Barrie Peter Moore Large sized brick with improved handling
WO2011089442A1 (fr) * 2010-01-22 2011-07-28 Springair Limited Brique
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 (fr) * 2020-01-23 2021-07-29 Leiqo B.V. Unité de construction comprenant un élément de corps et un élément de fixation de couplage

Citations (5)

* Cited by examiner, † Cited by third party
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 (fr) 1990-09-12 1992-03-19 Antonio Mucci Element de construction

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE528025A (fr) *
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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 (fr) 1990-09-12 1992-03-19 Antonio Mucci Element de construction

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 (fr) * 2004-06-24 2005-12-30 Edward Bazela Procede pour armer un mur
WO2007135478A1 (fr) * 2006-05-23 2007-11-29 Martinez Naranjo, Jhon Jairo Système de brique avec barre
GB2462316A (en) * 2008-08-02 2010-02-03 Barrie Peter Moore Large sized brick with improved handling
WO2011089442A1 (fr) * 2010-01-22 2011-07-28 Springair Limited Brique
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 (fr) * 2020-01-23 2021-07-29 Leiqo B.V. Unité de construction comprenant un élément de corps et un élément de fixation de couplage
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
HUP9900476A2 (hu) 2001-02-28
HUP9900476A3 (en) 2002-12-28
HU9900476D0 (en) 1999-04-28
EP0940513A3 (fr) 2001-08-08
SK30499A3 (en) 2000-02-14
SK284871B6 (sk) 2006-01-05
CZ77599A3 (cs) 1999-11-17
DE59910417D1 (de) 2004-10-14
HU223217B1 (hu) 2004-03-29
CZ294448B6 (cs) 2005-01-12
ATE275679T1 (de) 2004-09-15
DK0940513T3 (da) 2004-12-06
SI0940513T1 (en) 2005-02-28
EP0940513B1 (fr) 2004-09-08
ES2227914T3 (es) 2005-04-01

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