WO1980002301A1 - Bloc de construction ameliore et structures formees avec celui-ci - Google Patents

Bloc de construction ameliore et structures formees avec celui-ci Download PDF

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Publication number
WO1980002301A1
WO1980002301A1 PCT/GB1980/000069 GB8000069W WO8002301A1 WO 1980002301 A1 WO1980002301 A1 WO 1980002301A1 GB 8000069 W GB8000069 W GB 8000069W WO 8002301 A1 WO8002301 A1 WO 8002301A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall
blocks
offset
rebate
block
Prior art date
Application number
PCT/GB1980/000069
Other languages
English (en)
Inventor
T Hunt
Original Assignee
Interbloc Masonry Units Ltd
East Mon Ind Holdings Ltd
T Hunt
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 Interbloc Masonry Units Ltd, East Mon Ind Holdings Ltd, T Hunt filed Critical Interbloc Masonry Units Ltd
Priority to AU59914/80A priority Critical patent/AU5991480A/en
Publication of WO1980002301A1 publication Critical patent/WO1980002301A1/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls 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
    • E04B2/16Walls 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
    • E04B2/18Walls 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls 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
    • E04B2/26Walls 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 the walls being characterised by fillings in all cavities in order to form a wall construction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0204Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0208Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256Special features of building elements
    • E04B2002/0265Building elements for making arcuate walls

Definitions

  • Speci ication 65- ⁇ 057 discloses a block with features which super icially are very similar to the block of the present invention but in fact is designed for completely different reasons. In that specification a block is disclosed having an offset face providing projecting
  • This invention relates to an improved form of inter ⁇ locking building block and to structures including such blocks.
  • Specification 577052 illustrates a moulded block formed of three, vertical parallel and spaced layers, the intermediate layer projecting beyond the outer layers, at one end and at the top or bottom, and being inset at the other end and at the top or bottom so that adjacent blocks will interlock.
  • the block is complicated to mould and the location is provided by the same portions of the block as those which transmit the load.
  • An object of the present invention is to provide an improved form of interlocking building block which can be laid easily by unskilled labour, which wall seat securely and w-hich can produce readily reinforced structures.
  • a building ulock comprises an inner wall and a spaced, parallel outer wall, at least one web connection between the inner and outer walls, an offset face on said outer wall, said face being offset vertically to provide a projecting extension along the greater part of a horizontal edge of the outer wall, and a rebate along the greater part of the opposed horizontal edge of the outer wall whereby one block may interengage with adjacent blocks aboveand below, the offset face being so arranged, by the provision of the projecting extension being smaller in depth than the corresponding rebate and the projecting extension and the rebate each having a generally vertically extending inner wall one of which has a contoured surface portion facilitating inter- engagement of a projecting extension and a cooperating * rebate, that the offset face merely locates the block whereas load is transmitted through the inner and outer walIs.
  • the inner wall of the block includes a recess for ducting or an intersecting wall and in order tp accommodate a staggered relationship for blocks of adjacent layers the recess in the inner wall is formed at one end of the block in left-hand and right-hand arrangements and also centrally of the inner wall for a block above or below.
  • the block may have a cavity defined between the inner and outer walls or may be trough-shaped.
  • the invention also includes a structure comprising a plurality of layers of interlocking building blocks in accordance with the invention assembled together.
  • the structure may also include horizontal, -diagonal and vertical reinforcing means.
  • the blocks are rectangular and have space inner and outer walls joined by a web connection at each end.
  • each block is provided with a projecting extension and rebate on both its inner and outer wall.
  • the inner and outer walls of rectangular blocks may have projecting extensions along two adjacent edges and rebates along the other two edges so that adjacent blocks inter-engage above and below and at the ends.
  • the inter-engaging ensures that blocks are correctly laid to give a vertical wall and may easily be laid by unskilled labour; b) the inter-engaging and reinforcing gives strength; c) the inter-engaging gaps entending through the wall; d) the blocks give a much greater versatility than was previouslj * - * known; and e) the arrangement of tiie cooperating extensions and rebates ensures proper seating for load transmission.
  • the blocks may be assembled dry as they are or may be secured together in any commercial manner e.g. by mortar, cement, bitumen mastic or any other suitable material.
  • Figure 1 is a perspective view of a standard rectangular interlocking block in accordance with the invention
  • Figure 2 is a plan view of figure 1;
  • Figure 3 is a section on A - A of figure 2;
  • Figure h. is a section on B .- B of figure 2;
  • Figures 5a and 5b are a perspective view and a plan view respectively of an interlocking corner block in accordance with the invention;
  • Figures 6a and 6b are left and right hand connection blocks in accordance with the invention;
  • Figure 7 is a connection block in accordance with the invention for fitting above or below left and right hand connection blocks shown in Figures 6a and 6b;
  • Figure 8 is a perspective view of an interlocking rounded block
  • Figure 9 show r s in perspective the interlocking connection blocks of figures 6a, 6b and 7 in accordance with the invention.
  • Figure 10 shows in side elevation diagonal and vertical reinforcements of a wall made of rectangular interlocking blocks;
  • Figure 11 is an end view of a retainer for diagonal and horizontal reinforcing rods;
  • Figure 12 is a perspective view of the retainer shown in Figure 11;
  • Figure 13 illustrates pier link reinforcing
  • Figure 1 is a perspective view of lateral reinforcement
  • Figure 15 is a cross-sectional plan view of a reinforced pier or duct formation incorporating connection blocks as shown in figure 6a and 6b;
  • Figure 16 is a cross-sectional plan view of an adjacent layer of the pier or duct formation shown
  • Figure 17 is a cross-sectional plan view of a layer 5 of a column including reinforcement.
  • Figure 18 is a cross-sectional plan view of an adjacent layer to the layer of the column shown in figure 17 and without reinforcement.
  • a building block 1 has an inner wall 2 and an outer wall 3. Both the inner wall 2 and the outer wall 3 has formed integral therewith an offset face and 5 respectively.
  • the faces 4 and 5 are of slightly smaller dimensions • - 15 than their respective walls 2 and 3 to allow for slight tolerance variation during manufacture and to help ensure that the load bearing walls 2 and 3 are in engagement with adjacent blocks above and below.
  • each face 4 and 5 are offset in such a way that each face projects beyond 20 one end to form a projecting extension 6 along the greater part of the edge of the respective wall; similarly because the faces project beyond one end each face is inset at the opposed end to form a corresponding rebate 7 «
  • the 25 faces 4 and 5 are offset not only laterally but also longitudinally so that adjacent blocks fit together above and below and at each end.
  • OMPI _ faces being smaller than their associated walls so that the projecting extensions are slightly smaller in depth than the corresponding rebates
  • the horizontally extending rebates 7 and corresponding projecting extensions have specially contoured inner walls 5' and 6' which facilitate interengagement of the blocks and ensure that the blocks seat properly so that the offset faces only locate.
  • these contoured inner walls are radiused but alternatively the w r alls may be tapered as disclosed in connection with later described embodiments.
  • the inner and outer walls 2 and 3 are joined together at each end by a web connection 8 so as to define a cavity 9 between the walls.
  • the block 1 is also provided with channels 10, within the cavity_9, for receiving a retainer plate for isolating a vertical column for reinforcements by concrete.
  • Figures 5 and 5b illustrate a corner block 12 having an inner wall 13 and an outer wall 14. Each wall has a face 15 offset so as to provide extensions and rebates as with the standard block of figures 1 to 4.
  • Figures 6a and 6b respectively show left and right hand connection blocks described in more detail with reference to figure 9.
  • Figure 7 shows the third block of the set of three connection blocks for fitting above and below the blocks shown in figures 6a and 6b in order to allow the blocks to be laid staggered.
  • This block may also be used in isolation as a joist support.
  • the blocks of these embodiments as with the previous embodiments, also have offset faces in which the projecting extensions are of slightly smaller depth than the corresponding rebates. However, as described below, the inner walls of the horizontally extending rebates and the corresponding projecting extensions are tapered.
  • the vertically extending rebates and corresponding rebates are also tapered to facilitate interlocking and to ensure that the walls of one block abut the walls of an adjacent block to prevent the creation of gaps between blocks.
  • substantially rectangular blocks are preferred other blocks incorporating the same principle may be used.
  • figure 8 illustrated an alternative form of block 19 which is curved but has similar offset 'faces 20 on its inner and outer w ⁇ alls 21 and 22 and fits together in a similar manner. In use blocks are fitted together one above the other and end to end so that the faces 5 of the outer wal 3 of each block fi together with the faces 5 of adjacent blocks and similarly the faces 4 of the inner wall 2 of each block fit together with the faces 5 of adjacent blocks. In this way the blocks are located against lateral displacement and the gaps between adjace blocks are covered.
  • Figure 9 illustrates the use of the set of connectio blocks 31 shown in figures 6a, 6b and 7 together with an alternative embodiment of standard block.
  • the blocks 3i On the upper layer the blocks 3i have an inner wall 32 and an outer wall 33.
  • the inner wall 32 and the outer wall 33 have formed integral therewith an offset face 34 and 35 respectively.
  • the face 35 is of slightly smaller dimensions than the wall 33 but is offset in such a way that the face projects beyond one end to form a projectin extension 36 along the greater part of the e.dge of the wall 33.
  • the face 34 is of slightly smaller dimensions than the wall 32 in the left-hand block 37 and shorter and of smaller dimensions than .the wall 32 in the right- hand block 38 so as to form a projection 39 on the left- hand block 37 and a rebate on the right-hand block 40.
  • connection blocks 37, 38 is similar in design to the standard rectangular block shown in figure 1 whereas the other end is specially contoured to provide a recess 42 to form a housing for intersecting walls, ducts or pier links.
  • the contoured end of the connection blocks is formed by the inner wall 32 being formed shorter than the other wall 33 and the interconnecting web 43 at that end. being disposed slightly inwardly of the position shown in a standard rectangular block.
  • Figure 15 of the drawings illustrates the same type " of connection blocks used for a pier formation..
  • the recessed portions are provided with a small rebate 44 to allow a panel to be fitted flush to enclose service ducting and the like.
  • the offset faces 34 and 35 are designed so that the projecting extensions are slightly smaller in depth than the corresponding rebates so that small gaps 45 are present between adjacent faces. Also, in order to further facilitate seating of the blocks
  • connection block 50 for pier or duct formation in which the inner and outer walls 51 and 5 are interconnected by webs 53 and the outer wall 52 has an offset face 54.
  • this inner wall 51 instead of being inset from one end, is formed in two parts so as to form a duct or pier connection recess 55.
  • Each part of the inner wall 51 has an integral face portion 56 offset to provide a projection 57 or a rebate 58 and is also offset • * longitudinally.
  • This type of connection block is positioned above and below left and right-hand connection blocks as shown in perspective in figure 9 in the lower layer. Depending upon the load to be encountered by a structure constructed o interlocking blocks a certain degree of reinforcement is necessary.
  • the recess 55 is positioned offset relative to the inner and outer walls of the block but substantially centrally relative to the offset faces of the block as clearlj * - seen in figure 16.
  • Structuresmade with blocks -in accordance with the invention preferably include diagonal and vertical reinforcement in a wall and horizontal reinforcement at a ring beair.
  • Figure 10 illustrates in side elevation a wall made up of rectangular interlocking blocks which may be of
  • the blocks of one layer are offset by half with respect to blocks of the layer above or below r in standard fashion but because the inner and outer walls define a cavity diagonal and vertical reinforcing rods 60 can be arranged as shown secured to a hook mounted secured in the foundations.
  • the reinforcing rods 60 in a non-permanent structure where no concrete reinforcement is possible preferably each have a rectangular nut 61 on their lower end so that they can be tw ⁇ ist-fitted into engagement with an elongate metal anchor strip 62.
  • the anchor strip 62 having - rectangular slots 63 corresponding to the nuts 61.
  • the rod 60 can be replaced by a flexible wire rope for example.
  • Figure 13 clearly indicates the taper of inner walls of the rebates and projecting extensions and also the greater depth of the rebates leaving a slight gap when the blocks are assembled.
  • Figure 14 illustrates lintel blocks 70 which may be used for internal reinforcement at any desired position.
  • the lintel course is used to form a matrix for fixing blocks and also a ring beam as well as lintels themselves
  • the lintel blocks 70 are being used as a ring beam between floors of a building or for supporting roofing.
  • the lintel blocks 70 have similar wall structures to the rectangular blocks of figure 1, e.g.
  • Figures 15 and 16 referred to above also incorporate lintel blocks 70 for horizontal reinforcing tie rods 80 which have curved ends 81 for cooperating with vertical reinforcing tie rods 82. These reinforced concrete links can be positioned at any desired vertical height. These figures also illustrate the use of connection quoin blocks 83 which are of linked type.
  • Quoin blocks 83 are also used in the formation of
  • OMPi ⁇ ' WW ⁇ IPPOO columns as shown in figures 17 and 18 except that the webs 84 of the blocks are provided with an aperture 85 for all vertical connections to be made.
  • the columns can be used as shuttering or permanent shuttering can be reinforced,
  • the size , of the columns and the reinforcement can be varied according to the load.
  • Figure 17 for example, show's vertical reinforcement rods 86 set within a bed of concrete in the internal cavity defined by the blocks.
  • lateral reinforcement is provided by lintel-type quoin blocks and a horizontal reinforcing rod 87 which has curved ends 86 and which is wound about vertical comet reinforcement rods 89.
  • the outer surface of a block is treated so that it is weatherproof it may also be pro-vided with some simulated finish, e.g. conventional brick or pebble-dash. Also, if desired, the whole structure may be rendered to close the gaps between adjacent blocks.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

Un bloc de construction possede des parois interieure et exterieure (32, 33) reliees entre elles par une ou plusieurs joues (42) pour definir une cavite. La paroi exterieure (33) possede une face decalee axialement et lateralement (34) pour former des projections (36) sur deux bords juxtaposes et des rentrants (41) sur les deux autres bords. La paroi interieure (32) peut avoir un evidement (42), soit a une extremite du bloc, soit concentriquement, qui peut recevoir des conduites ou une paroi d'intersection. Les projections et les rentrants des blocs adjacents s'assemblent les uns aux autres permettant aux blocs adjacents de s'assembler les uns dans les autres. De maniere a faciliter cet assemblage reciproque, les projections sont legerement plus petites en profondeur que les rentrants et, les projections et les extensions ont des parois interieures chanfreinees dont les bords sont arrondis. De cette maniere l'assise des blocs est assuree: les faces decalees servant seulement a positionner les blocs, tandis que la charge est transmise par l'intermediaire des parois interieure et exterieure (32, 33).
PCT/GB1980/000069 1979-04-23 1980-04-22 Bloc de construction ameliore et structures formees avec celui-ci WO1980002301A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU59914/80A AU5991480A (en) 1979-04-23 1980-04-22 Improved building block and structures formed therewith

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB7914133 1979-04-23
GB7914133 1979-04-23

Publications (1)

Publication Number Publication Date
WO1980002301A1 true WO1980002301A1 (fr) 1980-10-30

Family

ID=10504723

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1980/000069 WO1980002301A1 (fr) 1979-04-23 1980-04-22 Bloc de construction ameliore et structures formees avec celui-ci

Country Status (4)

Country Link
EP (1) EP0027803A1 (fr)
ES (1) ES263039U (fr)
PT (1) PT71134A (fr)
WO (1) WO1980002301A1 (fr)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2498661A1 (fr) * 1981-01-26 1982-07-30 Buen Asbjorn Bloc de construction creux et systeme de blocs de construction
GB2152968A (en) * 1984-01-10 1985-08-14 Donald Wood Interlocking building blocks
EP0187615A1 (fr) * 1985-01-11 1986-07-16 Rolf Scheiwiller Jeu d'éléments pour constructions composites
FR2643099A1 (fr) * 1989-02-16 1990-08-17 Essbloc Sa Bloc de construction a assemblage a sec et construction edifiee a l'aide de tels blocs
EP0507970A1 (fr) * 1991-04-08 1992-10-14 Ludwig Ispanky Eléments de construction pour la réalisation d'ouvrages
GR1000901B (el) * 1991-09-19 1993-03-16 Ioannis Aylogiaris Μεθοδος κτισιματος δια ενθυλακωσεως.
AT404048B (de) * 1994-04-14 1998-07-27 Wagner Alfred Ing Bewehrung für beton-, tunnel- und stollenausbauten
FR2788072A1 (fr) * 1998-12-31 2000-07-07 Xin Liu Element modulaire de mur ou double mur pour montage a sec
WO2002014618A1 (fr) * 2000-08-08 2002-02-21 Santoyo Dominguez Jose Luis Système constructif structurel pour murs et dalles allégées
EP1094166A3 (fr) * 1999-10-22 2002-10-09 Jesus Gonzalez Bardavio Brique de construction améliorée
WO2003050362A2 (fr) * 2001-12-13 2003-06-19 Joubert, Dorothy Construction immobiliere et unites de construction utilisees dans cette construction
US6640514B2 (en) * 2000-08-30 2003-11-04 Guibert Jerome Modular wall or double wall element for dry assembly
LU91818B1 (fr) * 2011-05-25 2012-11-26 Univ Luxembourg Bloc de construction en beton et systeme de construction d'un mur avec de tels blocs
FR2991699A1 (fr) * 2012-06-12 2013-12-13 Jean Francois Brabant Bloc de construction en matiere vegetal pour la construction d'un batiment ecologique
WO2016135431A1 (fr) * 2015-02-27 2016-09-01 Piscines Desjoyaux Sa Bloc modulaire à bancher

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB654057A (en) * 1948-05-21 1951-06-06 Alan Bolver Lister Improvements in building blocks
FR1010177A (fr) * 1950-01-21 1952-06-09 Fabrication d'un aggloméré
DE946474C (de) * 1951-08-25 1956-08-02 Karl Friedrich Dipl Ing Grossformatiger Hohlblock-Stein fuer Mauerwerk, Traeger, Raehme od. dgl. und Foerder- und Verlegevorrichtung zum Versetzen des Steines
FR1135128A (fr) * 1955-11-04 1957-04-24 Perfectionnements aux briques ou parpaings
GB788652A (en) * 1954-04-02 1958-01-08 Mary Kathleen Muriel Mason An improved building block
CH350453A (de) * 1960-06-14 1960-11-30 Jacquat Ranulph Bauelement

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB654057A (en) * 1948-05-21 1951-06-06 Alan Bolver Lister Improvements in building blocks
FR1010177A (fr) * 1950-01-21 1952-06-09 Fabrication d'un aggloméré
DE946474C (de) * 1951-08-25 1956-08-02 Karl Friedrich Dipl Ing Grossformatiger Hohlblock-Stein fuer Mauerwerk, Traeger, Raehme od. dgl. und Foerder- und Verlegevorrichtung zum Versetzen des Steines
GB788652A (en) * 1954-04-02 1958-01-08 Mary Kathleen Muriel Mason An improved building block
FR1135128A (fr) * 1955-11-04 1957-04-24 Perfectionnements aux briques ou parpaings
CH350453A (de) * 1960-06-14 1960-11-30 Jacquat Ranulph Bauelement

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2498661A1 (fr) * 1981-01-26 1982-07-30 Buen Asbjorn Bloc de construction creux et systeme de blocs de construction
GB2152968A (en) * 1984-01-10 1985-08-14 Donald Wood Interlocking building blocks
EP0187615A1 (fr) * 1985-01-11 1986-07-16 Rolf Scheiwiller Jeu d'éléments pour constructions composites
FR2643099A1 (fr) * 1989-02-16 1990-08-17 Essbloc Sa Bloc de construction a assemblage a sec et construction edifiee a l'aide de tels blocs
EP0383693A1 (fr) * 1989-02-16 1990-08-22 Essbloc S.A. Bloc de construction à assemblage à sec et construction édifiée à l'aide de tels blocs
EP0507970A1 (fr) * 1991-04-08 1992-10-14 Ludwig Ispanky Eléments de construction pour la réalisation d'ouvrages
GR1000901B (el) * 1991-09-19 1993-03-16 Ioannis Aylogiaris Μεθοδος κτισιματος δια ενθυλακωσεως.
AT404048B (de) * 1994-04-14 1998-07-27 Wagner Alfred Ing Bewehrung für beton-, tunnel- und stollenausbauten
FR2788072A1 (fr) * 1998-12-31 2000-07-07 Xin Liu Element modulaire de mur ou double mur pour montage a sec
WO2000040817A1 (fr) * 1998-12-31 2000-07-13 Studexe S.A.R.L. Element modulaire de mur ou double mur pour montage a sec
EP1094166A3 (fr) * 1999-10-22 2002-10-09 Jesus Gonzalez Bardavio Brique de construction améliorée
WO2002014618A1 (fr) * 2000-08-08 2002-02-21 Santoyo Dominguez Jose Luis Système constructif structurel pour murs et dalles allégées
US6640514B2 (en) * 2000-08-30 2003-11-04 Guibert Jerome Modular wall or double wall element for dry assembly
WO2003050362A2 (fr) * 2001-12-13 2003-06-19 Joubert, Dorothy Construction immobiliere et unites de construction utilisees dans cette construction
WO2003050362A3 (fr) * 2001-12-13 2003-12-24 Joubert Dorothy Construction immobiliere et unites de construction utilisees dans cette construction
LU91818B1 (fr) * 2011-05-25 2012-11-26 Univ Luxembourg Bloc de construction en beton et systeme de construction d'un mur avec de tels blocs
WO2012160150A1 (fr) * 2011-05-25 2012-11-29 Université Du Luxembourg Bloc de construction en béton et système de construction d'un mur avec de tels blocs
FR2991699A1 (fr) * 2012-06-12 2013-12-13 Jean Francois Brabant Bloc de construction en matiere vegetal pour la construction d'un batiment ecologique
WO2016135431A1 (fr) * 2015-02-27 2016-09-01 Piscines Desjoyaux Sa Bloc modulaire à bancher
FR3033176A1 (fr) * 2015-02-27 2016-09-02 Piscines Desjoyaux Sa Bloc modulaire a bancher
CN107429514A (zh) * 2015-02-27 2017-12-01 德茹瓦约游泳池有限公司 模块化模板块

Also Published As

Publication number Publication date
ES263039U (es) 1982-07-16
EP0027803A1 (fr) 1981-05-06
PT71134A (en) 1980-05-01

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