EP1899543A1 - Assemblage de maçonnerie a l'epreuve des tremblements de terre - Google Patents

Assemblage de maçonnerie a l'epreuve des tremblements de terre

Info

Publication number
EP1899543A1
EP1899543A1 EP06724159A EP06724159A EP1899543A1 EP 1899543 A1 EP1899543 A1 EP 1899543A1 EP 06724159 A EP06724159 A EP 06724159A EP 06724159 A EP06724159 A EP 06724159A EP 1899543 A1 EP1899543 A1 EP 1899543A1
Authority
EP
European Patent Office
Prior art keywords
hollow blocks
masonry
horizontal
hollow
side walls
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.)
Withdrawn
Application number
EP06724159A
Other languages
German (de)
English (en)
Inventor
Kenan Kilickaya
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP06724159A priority Critical patent/EP1899543A1/fr
Publication of EP1899543A1 publication Critical patent/EP1899543A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal 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
    • E04B2002/0226—Non-undercut connections, e.g. tongue and groove connections with tongues and grooves next to each other on the end surface

Definitions

  • the invention relates to an earthquake-resistant masonry, consisting essentially of layers of staggered rows of hollow blocks, in which at least one substantially orthogonally arranged ceiling element is introduced.
  • the invention aims to remedy this situation.
  • the invention is based on the object to provide an earthquake-resistant masonry, especially for building walls, which is simple and inexpensive to produce. According to the invention pelg this object is achieved by the features of claim 1
  • an earthquake-proof masonry especially created for building walls, which is simple and inexpensive to produce. Due to the reinforcement struts inserted into each vertical and horizontal channel, tensile and bending loads are absorbed, against which stones are naturally not very strong, as opposed to pressure loads.
  • a connection of the reinforcements in the ceiling element is provided with the reinforcing struts of the wall dressing, so that a continuous reinforcing mesh is formed, which allows the necessary recording of tensile and bending loads.
  • the hollow blocks are arranged one above the other and side by side dry.
  • a relative movement between the horizontal stone layers is possible, so that stress cracks in the stones are avoided by vibration effects on the masonry.
  • a "dry" arrangement is understood to mean an arrangement of hollow blocks without any adhesives, such as, for example, mortar.
  • the horizontal and vertical channels are filled with concrete.
  • individual vertical concrete columns are formed, which are connected to each other horizontally, whereby a stable building skeleton is formed.
  • glass fiber material and / or metal fiber material is introduced into the concrete filling compound. As a result, the strength of the concrete skeleton is further increased.
  • channels are introduced in the longitudinal side walls of the hollow blocks along the longitudinal side walls.
  • brackets are provided, by means of which the reinforcing struts are positioned centrally in the horizontal channels. As a result, an optimal sheathing of the reinforcing mesh is effected.
  • the holders preferably engage in interventions provided in the hollow blocks for this purpose.
  • Transverse side walls on a rib profile wherein the rib profile of a Quersei- tenwand relative to the rib profile of the other transverse side wall is offset such that the profiles of the transverse side walls of two juxtaposed hollow blocks correspond to each other.
  • an increased stability of the wall dressing is achieved.
  • a simple alignment of juxtaposed hollow blocks is effected.
  • a decoupling element is arranged between at least one ceiling element and a row of hollow blocks over which the ceiling element is slidably connected to the block of hollow blocks. Due to the thus enabled displacement, which is located in the millimeter range, cracks in the masonry are prevented in the case of vibrations indicated by an earthquake.
  • the ceiling element is designed such that it protrudes a few centimeters above the hollow block row.
  • the decoupling element is a round steel. This is between the ceiling element and the block of hollow blocks in the recesses of the hollow block - A -
  • the round steel forms a point-like support for the ceiling element, so that the desired displaceability of the ceiling is achieved.
  • the decoupling element is an elastic damping element.
  • a displacement of the ceiling element in the millimeter range is also achieved.
  • the damping element also allows a limited inclination, whereby earthquake-induced vibrations can be better absorbed.
  • the damping element is for example made of plastic, preferably made of recycled material.
  • At least one vertical reinforcement strut is provided, which has a ring coupling.
  • a ring coupling two reinforcement strut parts, on each of which a ring is formed, thereby connected to each other, that the rings extend in the manner of a chain through the other ring.
  • the invention is further based on the object to provide an earthquake-resistant building that is simple and inexpensive to produce. According to the invention, this object is solved by the features of claim 9.
  • an earthquake-proof building is created, which is simple and inexpensive to produce.
  • a grid cuboid is formed, which can absorb earthquake-induced vibrations optimally.
  • the invention is further based on the object to provide a method for producing a wall dressing that a simple and inexpensive Production of an earthquake-proof wall dressing allows. According to the invention, this object is solved by the features of claim 10.
  • the invention provides a method for the production of a masonry wall is created, which allows the simple and cost-effective production of earthquake-resistant masonry.
  • the invention is further based on the object to provide a method for producing a building, which allows the simple and cost-effective production of earthquake-resistant buildings.
  • this object is solved by the features of claim 11. The fact that only the first row of hollow blocks on a floor or ceiling element with an adhesive, such as mortar are attached to this, whereby the masonry is fixed relative to the floor or ceiling element and still the hollow blocks within the masonry wall relative to each other are displaceable, stress cracks in the hollow blocks is counteracted due to earthquake-induced vibration influences.
  • Fig. 1 The spatial representation of a masonry with a
  • FIG. 1 shows the spatial representation of a masonry association with attached ceiling element.
  • Fig. 3 the masonry according to Figure 2 before pouring the
  • FIG. 4 shows a detailed view of a detail of a wall dressing with a holder inserted for positioning a horizontal reinforcement strut
  • FIG. Fig. 5 is a schematic representation of a multi-storey
  • Fig. 6 is a plan view of a masonry with corner joint
  • Figure 7 is a plan view of a masonry with T-joint.
  • Fig. 9 is a plan view of the hollow block of Fig. 8.
  • FIG. 9a is a schematic representation of alternative rib profiles of the hollow block according to FIG. 8;
  • FIG. Fig. 10 shows the spatial representation of a hollow block in another
  • FIG. 11 is a plan view of two mutually adjoining hollow blocks according to FIG. 10;
  • Fig. 12 is a side view of a wall dressing with partial sectional view
  • Fig. 13 is a schematic representation of a multi-storey
  • Fig. 14 is a schematic representation of a multi-storey masonry with decoupled by damping elements
  • Fig. 15 shows the masonry according to Figure 14 in a spatial representation.
  • the masonry structure chosen as an exemplary embodiment consists essentially of hollow blocks 2, reinforcing struts 3 (divided into vertical reinforcing struts 31 and horizontal reinforcing struts 32), L-shaped reinforcing elements 4, at least one floor or ceiling element 5 and backfill material 6.
  • the hollow block 2 used in the exemplary embodiment is substantially quasi-shaped and comprises two longitudinal side walls 21 arranged parallel to one another and two transverse side walls 22 arranged parallel to one another. Along the longitudinal side walls 21, vertical channels 23 are inserted into them. brought, which have a substantially rectangular cross-section. In the hollow block 2 further three mutually parallel apertures 24 are provided, which are separated by partitions 25 from each other. The openings 24 have a substantially rectangular cross-section with rounded corners.
  • the transverse side walls 22 and the partition walls 25 are provided centrally at the top and at the bottom of the hollow block 2 with a substantially semicircular recess 26, so that by two mutually superposed hollow blocks 2, a horizontal channel 12 is formed with a circular cross-section.
  • the transverse side walls 22 are provided with a rib profile 221, whereby the rib profile 221 of one transverse side wall 22 is offset relative to the rib profile of the opposite transverse side wall 22 such that the profiles 221 of the transverse side walls 22 of two hollow blocks 2 arranged next to one another are arranged in kind a tongue and groove connection can be brought into engagement with each other, such that the longitudinal side walls 21 of the two hollow blocks 2 are aligned with each other.
  • the hollow blocks 2 are made in the embodiment of baked brick clay.
  • the hollow blocks may be made of expanded clay, gravel, gravel, limestone sandstone, clay, clay, cement and pearl.
  • expanded clay of the masonry wall receives good sound and heat insulating properties.
  • FIG. 9a shows various embodiments of rib profiles 221.
  • the reinforcing struts 3 are designed in the embodiment as a cylindrically shaped steel rods.
  • the outer diameter of the horizontal reinforcing struts 32 is selected so that it is significantly smaller than the inner diameter of the channels formed by the recesses 26 of two superimposed hollow blocks 2 and the outer diameter of the vertical reinforcing struts 32 is selected so that it is significantly smaller than the limited by the transverse side walls 22 and the partitions 25 openings 24 of the hollow blocks 2. This provides sufficient space for the to be filled Ensures filler mass 6, which "sheathing" the reinforcing struts ..
  • Horizontal and vertical reinforcing struts 32, 31 can be designed differently.
  • the reinforcing elements 4 are also embodied in the exemplary embodiment as cylindrical steel bars which are angled in the form of an "L."
  • the diameter of the reinforcing elements 4 is selected so that a leg 41 of the reinforcing element 4 adjacent to a vertical reinforcing brace 31 within an opening 24 of a hollow block 2 can be introduced.
  • the reinforcing struts 3 and the L-shaped reinforcing elements 4 may alternatively be made of plastic. Preference is also given here to recycling materials whose properties are equally adjustable to the requirements of the earthquake-resistant wall dressing.
  • the masonry 1 is formed in the exemplary embodiment such that a plurality of rows of hollow blocks 2 are arranged in layers one above the other, wherein the openings 24 of the hollow blocks of adjacent layers 2 are aligned with each other.
  • the hollow blocks 2 are dry and without any glue such as mortar stacked on each other; only the respective first row on a floor or ceiling element 5 is fixed with mortar.
  • the thickness of the mortar layer is used to equalize the height and flight of the first row of stones.
  • the hollow blocks 2 each have three openings 24, so that in each case one or two openings 24 of two superposed hollow blocks aligned with each other, whereby vertical channels 11 are formed within the masonry 1.
  • horizontal channels 12 are still formed in each case between two superposed hollow block rows.
  • horizontal reinforcing struts 32 are introduced.
  • the horizontal reinforcing brace 22 is held by a bracket 33 in a centered position within the horizontal channel 12.
  • the holder 33 is largely formed as a cylindrical rod, in the center of a trough 331 is provided, wherein the trough 331 is dimensioned such that it corresponds to the outer diameter of the horizontal reinforcing brace 32.
  • the holder 33 has hooks 332, which engage in this provided in the transverse side walls 22 of the hollow block 2 interventions 222.
  • the brackets 33 are designed as steel rods, they may alternatively be made of plastic, in particular also made of recycled materials.
  • each floor or ceiling element 5 an L-shaped reinforcing element 4 is further embedded with its horizontal leg 42; the vertical leg 41 of the reinforcing element 4 protrudes into an opening 24 of a hollow block 2 of the wall covering 1 arranged on the respective floor or ceiling element 5.
  • the vertical channels 11 and the horizontal channels 12 of the wall dressing 1 are filled with a filling compound 6, which is formed in the application example of thin-bed concrete, in the expanded clay 61 and metal fibers or plastic glass fibers 62 are introduced.
  • the hollow block arrangement is thus fixed by the skeleton of reinforcing braces 3 and reinforcing elements 4 surrounded by backfill material 6. If the masonry association 1 is subjected to earthquake-induced vibrations, then the hollow blocks 2 within the wall 1 relative to each other, wherein optionally only the backfill material 6, which has only a low stability with regard to the application of transverse forces, is damaged.
  • the fact that the masonry wall is formed by the possible relative movement between the hollow blocks 2 quasi “elastic", cracks or other damage in the hollow blocks 2.
  • the braid formed by the reinforcing braces 3 and 4 reinforcing elements, which penetrates the entire masonry is sufficient stable to absorb the forces caused by the earthquake-induced vibrations.
  • a masonry dressing 1 takes place in such a way that L-shaped reinforcing elements 4 are embedded in a base plate along a planned masonry structure 1 in such a way that the horizontal legs 42 of the reinforcing elements 4 are embedded within the base element and the vertical legs 41 are vertically along the planned one Masonry 1 protrude from the bottom element 5. Subsequently, a first row on the bottom element 5 is arranged, wherein the vertical legs 41 of the reinforcing elements 4 project through the openings 24 of the hollow blocks 2.
  • the first row of hollow blocks is fastened to the floor element 5 on the floor element 5 by means of adhesive, mortar or similar fixing means. Subsequently, further rows of hollow blocks 2 are successively arranged one above the other on the first row of hollow blocks, wherein after each finished row horizontal reinforcing struts 32 are inserted into the horizontal channel 12 formed by the recesses 26 of the hollow blocks 2 and centered within the frame by means of supports 33 horizontal channel 12 are positioned.
  • the structure of a masonry wall formed in this way is shown schematically in FIG.
  • a semicircular recess 26 is formed in the corner stones in the direction of the adjoining masonry structure 1 in its longitudinal side wall 21 brought in.
  • the protruding from the adjoining masonry horizontal reinforcing struts 32 are angled by about 90 degrees in the direction of the adjacent masonry 1, so that the angled part protrude into the hollow blocks 2 of the adjacent masonry 1.
  • the protruding leg should have a length of about 60 centimeters.
  • U-shaped reinforcing struts 32 are inserted in the horizontal channels 12 of the adjoining masonry structure in such a way that they support the straight reinforcing struts 32 extending in the adjoining masonry enclose and protrude the legs of the U-shaped reinforcing braces 32 in a length of about 60 centimeters in the hollow blocks 2 of the adjoining masonry 1.
  • the hollow block substantially comprises two side walls 21 which are arranged parallel to one another and which are connected to one another via two transverse side walls 22.
  • the transverse side walls 22 have a lower height than the side walls 21, so that 21 recesses 26 are formed by the upper and lower sides of the transverse side walls 22 and the adjacent side walls.
  • transverse side walls 22 are offset with respect to the vertical sides of the side walls 21 to the center, so that by the outer portions of the transverse side walls 22 and the side walls 21 vertical grooves 27 are formed. Between the two transverse side walls 22, bounded by the side walls 21, an opening 24 is formed. Furthermore, the side walls 21 are chamfered at their lateral ends, so that an expansion joint profile 28 is formed.
  • the wall structure 1 according to FIG. 12 formed in a further exemplary embodiment with the hollow blocks 2 according to FIG. 10 is constructed in such a way that a plurality of rows of hollow blocks 2 are arranged one above the other in layers, wherein horizontal reinforcing struts 32 are introduced into the horizontal channels formed by the recesses 26 are shown (dashed lines in Fig. 12) and further vertical reinforcing struts 31 are positioned in the corresponding openings 24 of a plurality of superposed hollow blocks.
  • the hollow blocks 2 are filled with a filling compound 6; the hollow blocks 2 themselves are laid dry in a bandage.
  • the hollow blocks 2 are each positioned in a row in such a way that 21 Fumblefugenprofile 28 are formed by the chamfers 211 of the side walls.
  • decoupling elements in the form of round steels 71 are arranged in each case between a ceiling element 5 and the hollow block row arranged underneath.
  • the diameter of the round steel 71 corresponds substantially to the inner diameter of the recesses 26 of the hollow blocks 2, in which they rest.
  • the vertical reinforcing struts in this embodiment do not project beyond the hollow block row and are therefore not embedded in the ceiling element 5.
  • the ceiling element is dimensioned in this embodiment so that it protrudes by a few inches above the block of hollow blocks.
  • the decoupling elements are designed as damping elements 72.
  • the recesses 26 of the hollow blocks 2 are filled with filling material 6, so that the upper block of hollow blocks has a substantially planar surface on which the damping elements 72 rest.
  • the damping elements 72 are made in the exemplary embodiment of recycled plastic.
  • the vertical reinforcing struts 31 emerging from the vertical channels 11 of the block of hollow blocks between the damping elements 72 each have a ring coupling element 311 which is arranged between the block of hollow blocks and the ceiling element 5.
  • the ring coupling 311 are two in the manner of a chain interlocking rings, which are formed on the emerging from the hollow block row part or on the embedded in the ceiling element 5 part of the vertical reinforcing brace 31.
  • the two parts of the vertical reinforcing brace 31 are thus connected to each other.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

La présente invention concerne un assemblage de maçonnerie (1) à l'épreuve des tremblements de terre, fait de briques creuses (2) qui présentent respectivement une cavité horizontale (26) et au moins une ouverture (24) perpendiculaire à la cavité (26). A travers les briques creuses sont formés des canaux horizontaux (12) et des canaux verticaux (11) par lesquels passent des montants d'armature (32, 31 ) qui forment un treillis d'armature. L'assemblage comprend en outre des éléments d'armature en L (4) dont une branche (41) est noyée dans un canal vertical (11), et dont l'autre branche (42) est noyée dans l'élément de couverture (5). L'invention a également pour objet un procédé pour réaliser un assemblage de maçonnerie à l'épreuve des tremblements de terre, et un bâtiment comprenant au moins un étage, formé d'assemblages de maçonnerie à l'épreuve des tremblements de terre, comprenant au moins quatre murs, un élément de sol (5) et un élément de couverture (5), les murs latéraux étant reliés au niveau de l'élément de sol (5) et de l'élément de couverture (5), aux éléments d'armatures en L (4), de sorte que les montants d'armature et les éléments d'armature (31 , 32, 4) forment un parallélépipède en forme de grille.
EP06724159A 2005-06-20 2006-04-08 Assemblage de maçonnerie a l'epreuve des tremblements de terre Withdrawn EP1899543A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06724159A EP1899543A1 (fr) 2005-06-20 2006-04-08 Assemblage de maçonnerie a l'epreuve des tremblements de terre

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP05013285 2005-06-20
EP06724159A EP1899543A1 (fr) 2005-06-20 2006-04-08 Assemblage de maçonnerie a l'epreuve des tremblements de terre
PCT/EP2006/003222 WO2006136220A1 (fr) 2005-06-20 2006-04-08 Assemblage de maçonnerie a l'epreuve des tremblements de terre

Publications (1)

Publication Number Publication Date
EP1899543A1 true EP1899543A1 (fr) 2008-03-19

Family

ID=35266861

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06724159A Withdrawn EP1899543A1 (fr) 2005-06-20 2006-04-08 Assemblage de maçonnerie a l'epreuve des tremblements de terre

Country Status (2)

Country Link
EP (1) EP1899543A1 (fr)
WO (1) WO2006136220A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2924140B3 (fr) * 2007-11-23 2010-08-20 Klein Agglomeres Bloc de beton de construction de murs par empilement de rangs comportant des stries facilitant le decalage des rangs lors de la pose et declinaison de blocs de ce type
DE102014200301A1 (de) * 2014-01-10 2015-07-16 Dominik Eckardt Mauerelement, Mauersystem und Verfahren
CN116201260A (zh) * 2021-11-30 2023-06-02 郭春来 一种装配式建筑体
EP4491819A1 (fr) * 2023-07-13 2025-01-15 Northern Greece Ceramics SA Bloc de construction

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Publication number Priority date Publication date Assignee Title
DE10039038A1 (de) * 2000-08-10 2002-02-21 Frank Breul Verfahren zum Herstellen eines Wandelementes

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Publication number Priority date Publication date Assignee Title
GB715645A (en) * 1952-02-22 1954-09-15 Robert Bruce Improvements in and relating to the construction of buildings and to cavity blocks used in the construction thereof
DE1659227A1 (de) * 1966-12-19 1970-03-05 Sachs Melvin H Baublockkoerper,der als Form fuer die Aufnahme von Beton u. dgl. ausgebildet ist
FR2181611B1 (fr) * 1972-04-28 1976-06-11 Salm Louis
US4075808A (en) * 1974-11-25 1978-02-28 Sanford Pearlman Building construction system using mortar-less modular building block elements
US4319440A (en) * 1979-10-11 1982-03-16 Rassias John N Building blocks, wall structures made therefrom and methods of making the same
FR2556387A1 (fr) * 1983-12-08 1985-06-14 Pierson Gabriel Element de construction du type en polystyrene expanse, destine a la realisation de mur
FR2570421A1 (fr) * 1984-09-14 1986-03-21 Navarro Lorenzo Fernandez Dispositif et procede de construction pour la realisation d'edifices ou autres devant avoir de bonnes caracteristiques de ductilite
FR2575778B1 (fr) * 1985-01-04 1988-07-15 Guillot Roger Element de construction prefabrique et procede pour la realisation d'un mur isotherme
AT397828B (de) * 1986-08-22 1994-07-25 Stracke Ing Markus Verfahren zur herstellung von bauteilen mit nur einem einzigen grundschalsteinelement
WO1996024735A2 (fr) * 1995-02-07 1996-08-15 The Trustees Of The Don Trust Elements de construction preformes et procedes afferents
FR2759401A1 (fr) * 1997-02-11 1998-08-14 Micheletti Georges Dispositif de bloc a bancher isolant, de grande surface leger et paremente
AU8653698A (en) * 1997-08-08 1999-03-01 Penguin Engineering Limited Energy absorber
US5960604A (en) * 1997-11-14 1999-10-05 Blanton; C. Kenneth Interlocking masonry unit and wall

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Publication number Priority date Publication date Assignee Title
DE10039038A1 (de) * 2000-08-10 2002-02-21 Frank Breul Verfahren zum Herstellen eines Wandelementes

Non-Patent Citations (1)

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Title
See also references of WO2006136220A1 *

Also Published As

Publication number Publication date
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