EP0507846B1 - Bloc de construction pour montage sans ciment - Google Patents

Bloc de construction pour montage sans ciment Download PDF

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Publication number
EP0507846B1
EP0507846B1 EP91902287A EP91902287A EP0507846B1 EP 0507846 B1 EP0507846 B1 EP 0507846B1 EP 91902287 A EP91902287 A EP 91902287A EP 91902287 A EP91902287 A EP 91902287A EP 0507846 B1 EP0507846 B1 EP 0507846B1
Authority
EP
European Patent Office
Prior art keywords
block
accordance
vertical
blocks
elements
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.)
Expired - Lifetime
Application number
EP91902287A
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German (de)
English (en)
French (fr)
Other versions
EP0507846A1 (fr
Inventor
Jean Yves Christian Moulin
Jérôme Guibert
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.)
COGEDIB Sarl
Original Assignee
COGEDIB SARL
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 COGEDIB SARL filed Critical COGEDIB SARL
Publication of EP0507846A1 publication Critical patent/EP0507846A1/fr
Application granted granted Critical
Publication of EP0507846B1 publication Critical patent/EP0507846B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • E04B2002/0208—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
    • E04B2002/0213—Non-undercut connections, e.g. tongue and groove connections of round 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 present invention relates to a building block according to the first part of claim 1.
  • Such blocks are known from document DE-A-2 756 863.
  • the object of the invention is to improve the flow of water in structures constructed with this type of block.
  • Figure 1 is a schematic plan view of a block according to the invention, of "standard" length.
  • Figure 2 is a schematic profile view of the same block.
  • Figure 3 is a schematic elevational view of the same block and showing means for handling the block, in particular for its establishment.
  • Figure 4 is a schematic plan view of blocks of the type of that of Figures 1 to 3, assembled by superposition and by juxtaposition, for example to constitute a wall.
  • FIG. 5 is a schematic elevation view of the same assembly as that of FIG. 4.
  • FIG. 6 is a schematic profile view of the same assembly as that of FIGS. 4 and 5.
  • FIG. 7 is a schematic plan view of a block according to the invention, half as long as the standard block of FIG. 1.
  • Figure 8 is a partial schematic plan view showing the juxtaposition of two blocks according to the invention, one of which is designed to achieve an angle.
  • Figure 9 is a partial schematic plan view showing the juxtaposition and superposition of blocks according to the invention, two of which are designed to achieve an angle.
  • Figure 10 is a schematic plan view of a block according to the invention produced according to a variant.
  • FIG. 11 is a schematic view in vertical section made along the line XI - XI of FIG. 13, of two so-called "standard” blocks and illustrating the means specific to the invention for sealing a wall produced with such blocks.
  • FIG. 12 is a schematic view in vertical section made along the line XII - XII of FIG. 13, of two so-called "standard” blocks and also illustrating the means specific to the invention for sealing a wall produced with such blocks.
  • FIG. 13 is a schematic plan view of two so-called "standard" blocks of the same type as those of FIG. 11.
  • FIG. 14 is a schematic view in vertical section, taken along the line XIV - XIV of FIG. 16, of a block called "chaining" and placed on a standard block of FIGS. 11 to 13.
  • FIG. 15 is a schematic view in vertical section, taken along the line XV - XV of FIG. 16, and also showing a so-called "chaining" block put in place on a standard block in FIGS. 11 to 13.
  • FIG. 16 is a schematic plan view of two so-called “chaining" blocks, of the same type as that of FIGS. 14 and 15.
  • Figure 17 is a partial schematic view showing the arrangement of a block according to the invention located at the base of a wall, resting on a slab itself according to the invention, to illustrate the evacuation in the rainwater floor having reached the wall.
  • a block 100 according to the invention is of generally parallelepipedal shape and therefore has six faces.
  • Two large opposite vertical faces 110 and 111 have an external appearance of complete finish and are identical because, as will be seen later, the block must be reversible, so that the large faces 110 and 111 must be able to be arranged indifferently, block by block, either towards the outside of the structure, or towards the inside.
  • the two other opposite and vertical faces 112 and 113 are provided with alternating male (or “reliefs”) and female (or “hollow”) elements.
  • These two reliefs 114 and 115 determine two vertical recesses 116 and 117.
  • the relief 114 and the recess 117 are located in full face, while the relief 115 and the recess 116 are each adjacent to one of the two vertical edges 118 and 119 of block 100.
  • the two faces 112 and 113 are strictly identical when viewed from the front.
  • the male and female elements are arranged in polar symmetry with respect to the vertical geometric axis X of the block 100 and over the entire height of said block 100.
  • the block 100 has at least one recess, here two: 120 and 121 separated by a central partition 123 whose "bayonet" shape is adapted to offer good support to the partition having the face 112 or the face 113 of a block 100 placed on the first.
  • the faces to be horizontal 125 and 126 also have male elements and female elements.
  • the upper face 125 has a relief 127 which covers the entire periphery of the recesses 120 and 121 and which determines two longitudinal zones 128 and 129.
  • the lower face 126 has a recess 130 which covers its entire central part and which determines two longitudinal pads 131 and 132.
  • the upper blocks rest on the lower blocks by the recess 130 which covers the relief 127.
  • the pads 131 and 132 of the upper blocks can also rest on the zones 128 and 129 of the lower block which then form supports ( figure 6). But this plurality of supports located in different planes can make manufacturing more difficult and one can then provide a small clearance between the upper pads 131-132 and the zones 128-129 because, then, one is assured of a good block stability even if the dimensions are imprecise.
  • the sides of the relief 127 and the sides of the hollow 130 are oblique, which facilitates the demolding of the blocks during their manufacture and which ensures automatic self-centering during the superposition of the blocks.
  • zones 128 and 129 as well as the pads 131 and 132 are horizontal, flat, smooth and continuous. It is therefore possible to place a block on a other by taking advantage of the lateral self-centering, then sliding it horizontally to obtain the mutual blocking of the two blocks by interpenetration of the reliefs 114-115 in the hollows 116-117, whether the pads 131-132 are in contact with or not zones 128-129.
  • the most projecting parts of the reliefs 114 and 115 of the faces 112 and 113 are respectively in the same virtual plane P1 for the face 112 and P2 for the face 113, these two planes P1 and P2 being parallel and perpendicular to the large faces 110 and 111.
  • the two reliefs 114 and 115 on the same face constitute very stable support zones, in particular thanks to their relative spacing, for handling machines such as forklifts which have, as is well known in themselves, variable spacing forks, as shown in F1 and F2 in Figure 3.
  • this handling method is convenient and rapid because, as can be seen in the drawing, and in particular in FIGS. 2 and 3, the block 100 placed on a plane P3 offers neither taken nor passage to be raised from below.
  • the pads 131 and 132 can rest on the entire length of the zones 128 and 129 of already placed blocks (or, in any case, be very close to it), so that no mechanism can be used whose elements assets should be placed under the block.
  • the block 100 does indeed have a passage formed by the hollow 130 but the width of the latter, measured between the pads 131 and 132, is too small to place the forks of a forklift there because the block, relatively heavy, would not be stable under the handling and transport conditions found on an often chaotic construction site.
  • a block 100 is therefore done by pinching it by its two opposite faces 112 and 113 and by placing it on the blocks already placed, a short distance from the block which will be adjacent to it because it is necessary to spare the place of the fork F1 or F2. Then, the forks being removed, the block 100 is slid until its male and female elements are nested in those of the adjacent block.
  • FIGS. 4 and 5 we see blocks 100, 101, 102 and 103 superimposed and juxtaposed with crossed joints, that is to say by shifting them so that their faces 112 and 113 are not aligned vertically, as well as this is well known in itself.
  • the first row of blocks 100, 101 and 102 can, for example, be placed on a sill 133 established in any suitable manner: directly on leveled ground, on a structure, on a raft 134 etc.
  • the sill 133 is calibrated and profiled so that it forms the equivalent of a relief 127, in order to be perfectly capped by the hollows 130 of the blocks of the first row and that these are placed on it while being centered and wedged (figure 6).
  • blocks of length equal to half that of standard blocks must be used.
  • Such a block 200 is shown in FIG. 7 but it will not be described in detail since it has the same characteristics as the block 100 in FIG. 1, except for its length. This is the reason why it has only one recess 220 and no transverse partition 123.
  • the element 200 Due to its identical design to that of the standard element, the element 200 has its opposite projecting elements aligned in the planes P1 and P2 for its handling with a forklift F1 and F2, as has been described above. .
  • FIG 8 we see another block 300 of identical design to that of blocks 100 and 200 but specially designed to achieve the corners of a structure: load-bearing walls of a building, for example.
  • the references used for block 300 are the same as those for block 100 to designate identical parts, but starting with the third hundred instead of the first.
  • the element 300 has a face 313 identical to the face 113 of the element 100 but the opposite face 340 is a flat face having an appearance of last finish, that is to say identical to the large faces 310 and 311.
  • the block fits between two planes P1 and P2 allowing it to be handled by means of a forklift.
  • the face 311 is not continuous over the entire length of the block because it comprises male and female elements identically designed and arranged as those of the faces 112, 113 and 313 and designated, for this reason, by the general reference 341 meaning that the face 311 of the block 300 comprises an assembly face.
  • the face 341 is provided near one end of the block 300 since its relief 315 is adjacent to the vertical edge 319 of the planar face 340.
  • a block 100 assembled on the face 341 has its large face 129 perfectly aligned with the face 340.
  • the block 300 not only has two longitudinal zones 328 and 329, but also a zone 342 perpendicular to the previous ones.
  • the block 300 also includes pads (not visible in the drawing) similar to the pads 131 and 132 and, in addition, a transverse pad corresponding to the area 342 on which it rests or not, as was indicated above at About zones 128-129 and skates 131-132.
  • the block 300 therefore also has an upper relief 327 but, here, it has a rectilinear branch 327 a .
  • the block 300 to be placed on the one below covers the relief 327 on three sides and, consequently, a locking is obtained in the two orthogonal directions of the plane for all the corner blocks.
  • the block 400 is identical to the block 300 but its planar face 440 is located in place of the assembly face 313, the lateral assembly face 441 then being close to the other end of the block, but always adjacent to the face plane 440.
  • a block 300 extends from the bottom to the top of the drawing and is partially covered by a block 400 which extends from left to right of the drawing, the dotted lines representing the hidden outline of the block 300.
  • an assembly face of the same type as the face 341-441 is provided, but located in the middle of a large flat face of a block which itself has two assembly faces. opposite, of the same type as the faces 112 and 113.
  • a block ensuring the connection between two perpendicular walls comprises three assembly faces: two opposite and located at the ends of the block and one in the middle of a large flat face. It may prove necessary to use longer blocks for this purpose than standard blocks, for example of double length to keep a construction module coherent.
  • crossed walls by providing blocks having substantially the shape of a cross, that is to say having four opposite assembly faces two by two. Thanks to the perfect reversibility of the assembly faces, these blocks can be arranged according to any of the four possible orientations. Likewise, these blocks can be handled by means of forks clamped laterally against any of the two pairs of opposite faces.
  • FIG. 10 represents a variant of the invention according to which a block 500 has assembly faces having a relief 514 and a hollow 517 of rounded shape recalling a phase of a sinusoid.
  • the relief 515 and the recess 516 are planes in their part respectively 515a and 516a perpendicular to the large faces 510 and 511.
  • Block 500 has three recesses 520, 521 and 522 because it is assumed to be larger than block 100.
  • the recesses 520, 521 and 522 are separated by transverse partitions 523 and 524 which are not in the form of a broken line as is the case of the partition 123 but simply rectilinear.
  • a block thus produced would be heavier, if it were made of the same material, than block 100.
  • a block can be produced with an odd number (greater than one) of recesses, whether its assembly faces are of the type of FIGS. 1 to 9 or of the type of FIG. 10 and, in this case, the faces for assembling the upper blocks are plumb not with a transverse partition but with the central recess if the blocks are offset by half a length, which is the case in FIG. 5.
  • This assembly is less good than that which provides for the support of the assembly faces of the upper blocks on a transverse partition.
  • FIG. 10 there is an offset by thirds: on a block 500, two identical blocks are placed which join plumb with the partition 524 for example, one rests by two-thirds of its length on a block adjacent to block 500 and the other rests by a third of its length on the other block adjacent to the same block 500 and so on.
  • the chaining blocks and lintels then have a bottom which closes the recesses (120, 121, 220, 320, 321, 420, 421, 520, 521, 522).
  • the watertightness of a building is only real if at least one of its faces, interior and / or exterior, is completely covered with a coating: plaster, plaster, etc. Since the blocks in accordance with the invention must be assembled without a binder and having two finished faces which must not receive any coating, the problem of the building's sealing made with such blocks becomes crucial.
  • Each block is of the type comprising reliefs on its upper face to form a convex assembly (or “male”) while its lower face has housings to form a concave assembly (or “female”), the reliefs of a lower block having to be capped by the housings of a block placed on the previous one.
  • each block two continuous longitudinal reliefs 1 and 2 and on the lower face of each block two continuous longitudinal housings 3 and 4, the former being placed in the latter during the overlapping of the blocks.
  • each of the blocks has vertical recesses, here two, 5 and 6, determining a median transverse partition 7 and two transverse end partitions 8 and 9, which externally have reliefs 10 and 11 alternated with recesses 12 and 13 for their lateral assembly.
  • the heights of the reliefs 1 and 2, of the housings 3 and 4 and of the partitions 7, 8 and 9 are established so that during the superposition of the blocks, the reliefs 1 and 2 may only be approximately engaged until the bottom of the housings 3 and 4 but, on the other hand, the upper transverse partitions must rest on the lower transverse partitions, practically without play.
  • an inclined plane 27 and 28 is provided, symmetrical to the plane 25 and to the plane 26, which gives the reliefs 1 and 2 a trapezoidal section, the planes 27 and 28 connecting to the large faces of the block by other planes 29 and 30 respectively.
  • the lower housings 3 and 4 for their part, have a section coordinated with that of the reliefs 1 and 2 which they are called upon to cover. They include a bottom 31-32 and two inclined walls 33-34 and 35-36.
  • the walls 33 and 34 are connected directly to the underside of the block, while the walls 35 and 36 stop a little higher, in steps 41 and 42 each formed of two walls 43-45 and 44-46, the second 45-46 ending at the lower face of the block which here has only two relatively narrow longitudinal supports (between the transverse partitions 7, 8 and 9) respectively 47 and 48 located between the wall 45 and the recesses 5 and 6 of on the one hand, between the wall 46 and the same recesses 5 and 6 on the other hand.
  • the water then reaches the cavity 18-41 and naturally falls on the bottom 20, either by flowing on the plane 29, or by dripping from the face 43 of the step 41.
  • the bottom 20 is bordered by the front face 22 (FIG. 11) but the water can flow freely in the channel 18, along this front face 22 as is schematized in Figure 13 by the arrows F1, and exceed it to reach the next recess 5 or 6 in which it pours, as shown schematically in Figure 12 by the arrows F2.
  • the blocks are superimposed with alternating joints, that is to say that a vertical gap between two juxtaposed blocks is plumb with the middle of a lower block.
  • a median partition 7 On a median partition 7, therefore rest two end partitions 8 and 9, the recess 5 then being located opposite the recess 6, which means that the vertical recesses are continuous over the entire height of the structure, subject to the chaining blocks which will be described later.
  • the face 35 can advantageously be less inclined than the plane 25 so that the water has a more marked tendency to fall towards the bottom 20 than to flow along the face 43.
  • the invention makes it possible to produce secure and watertight constructions under the harshest weather conditions in inhabited areas of the globe and all the more so in more hospitable regions.
  • chaining block because it has a bottom and no transverse partitions, to serve as a horizontal channel for poured reinforced concrete, in view of the horizontal "chaining".
  • This is a classic phase of construction, which consists in reinforcing the resistance of the structure by joining the blocks horizontally at critical levels: above the doors and windows and at the top of the walls, essentially.
  • Each chaining block comprises a continuous bottom 50 and vertical channels 51 and 52 which pass right through the block and which create external walls 53 and 54 as well as internal walls 55 and 56, the latter being integral with the bottom 50.
  • the face of the vertical channels 51 and 52 closest to the large external faces of the block is formed by the extension of the internal edge 15-16 of the reliefs 1 and 2.
  • the block is here again symmetrical with respect to its average longitudinal plane PL but if one is satisfied with the cavity 18-41, it suffices to provide the channels 51 because they are intended for the evacuation of water towards the bottom of the structure. The channels 52 would then be useless.
  • each block is analyzed as having a central trough 57 and external walls 53 and 54.
  • the central trough 57 and the external walls 53 and 54 are made integral by vertical partitions 58 and 59 which extend respectively between the outer 53 and inner 55 walls for the partitions 58 and between the outer 54 and inner 56 walls for the partitions 59, these partitions determining the vertical channels 51 and 52.
  • Water therefore, is supposed to pass over the relief 1, in particular as already described, pushed from the outside by the wind.
  • This water flows according to the arrows F3 along the inclined plane 25 and reaches the steep edge 15 which also constitutes the interior of the vertical channels 51.
  • the water therefore, flows according to the arrows F4 through these channels 51 which are found directly above the endless channel 18 of the standard block on which the chaining block is placed.
  • top of the partitions 58 and 59 is less high than the upper edge of the interior walls 55 and 56 and, a fortiori, less high than the reliefs 1 and 2.
  • the gauge 57 receives a reinforcement and is filled with concrete up to the level of the upper edges of the walls 55 and 56, so that if water reaches these edges, it could progress, by capillarity, as indicated about the transverse partitions 7, 8 and 9 of the standard blocks.
  • a slab 60 is put in place by pouring concrete, generally in the bottom of a trench, then the first row of standard blocks is laid.
  • the invention provides that under the first row blocks is a continuous longitudinal channel 61 with which communicate perpendicular channels 62 which open out from the raft 60, on the outside of the structure, in terrain T.
  • the infiltrated water trickles, flows, from the top of the structure and crosses all the blocks, whether standard or chained, and reaches the raft 60. It flows on the raft 60 and is collected by the longitudinal channel 61, then finally flows through the channels 62 to be absorbed by the terrain T.
  • the invention makes it possible to produce constructions by means of assembled blocks without any binder while ensuring excellent sealing, even under difficult conditions, thanks to the particular profile of the lower and upper faces which are interpenetrate into baffles and have upper elements favoring the dripping of water above lower elements favoring them, the flow and / or the runoff towards the blocks located lower.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Revetment (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Retaining Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP91902287A 1989-12-27 1990-12-27 Bloc de construction pour montage sans ciment Expired - Lifetime EP0507846B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR8917273 1989-12-27
FR8917273A FR2656358A1 (fr) 1989-12-27 1989-12-27 Bloc de construction reversible pour montage sans ciment.
PCT/FR1990/000953 WO1991010022A1 (fr) 1989-12-27 1990-12-27 Bloc de construction reversible pour montage sans ciment

Publications (2)

Publication Number Publication Date
EP0507846A1 EP0507846A1 (fr) 1992-10-14
EP0507846B1 true EP0507846B1 (fr) 1996-07-31

Family

ID=9389027

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Application Number Title Priority Date Filing Date
EP91902287A Expired - Lifetime EP0507846B1 (fr) 1989-12-27 1990-12-27 Bloc de construction pour montage sans ciment

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EP (1) EP0507846B1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
JP (1) JP3076062B2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
AT (1) ATE140994T1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
AU (1) AU7178791A (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
BR (1) BR9007957A (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
CA (1) CA2075898A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
DE (1) DE69028000T2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
DK (1) DK0507846T3 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
ES (1) ES2093696T3 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
FR (1) FR2656358A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
GR (1) GR3021533T3 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
RU (1) RU2157442C2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
WO (1) WO1991010022A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)

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ES2072206B1 (es) * 1993-07-20 1998-06-01 Ruiz Jose Antonio Guerra Modelo y sistema de bloque prefabricado para construccion tal que no es necesario usar ningun tipo de mortero o pegamento en las juntas para unirlos entre si.
ES2147092B1 (es) * 1997-08-20 2001-04-16 Guerra Ruiz Jose Antonio Perfeccionamiento de patente numero "p9301622" modelo y sistema de bloque prefabricado para construccion tal que no es necesario usar ningun tipo de mortero o pegamento en las juntas para unirlos entre si.
US6253518B1 (en) * 1998-12-24 2001-07-03 Tony J. Azar Mortarless brick
JP2005179925A (ja) * 2003-12-16 2005-07-07 Keisho So 多功能のレール型のほぞとほぞ溝の組合わせ式壁
RU2250163C1 (ru) * 2004-07-09 2005-04-20 Лещиков Валерий Андреевич Способ производства многослойных строительных блоков с декоративной лицевой поверхностью
RU2250162C1 (ru) * 2004-07-16 2005-04-20 Лещиков Валерий Андреевич Технологическая линия в.а. лещикова для производства многослойных строительных блоков с декоративной лицевой поверхностью
FR2890090B1 (fr) * 2005-08-31 2009-02-27 Fabemi Gestion Soc Par Actions Bloc de beton prefabrique a faces rectifiees et redan
FR2976006A1 (fr) * 2011-05-30 2012-12-07 Nicolas Victor Napoletano Bloc ou agglomere de construction auto-alignant, auto-vertical, autoblocant, se montrant sans liant avec rejet integre des infiltrations
FR2991353B1 (fr) * 2012-06-05 2016-07-01 Jean Yves Moulin Brique de batiment pour pose a sec
US20140059965A1 (en) * 2012-08-30 2014-03-06 Douglas Edwards Double Locking Mortarless Block
RU2513228C1 (ru) * 2012-12-10 2014-04-20 Сергей Владимирович Баштырёв Строительный блок
RU175707U1 (ru) * 2017-07-10 2017-12-15 Акционерное общество "Главновосибирскстрой" Строительный блок
US11591791B2 (en) 2017-11-17 2023-02-28 Christopher Genest Masonry block system

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Publication number Priority date Publication date Assignee Title
GB633867A (en) * 1946-07-23 1949-12-30 Const De Repartition De Contro Building elements
FR1312989A (fr) * 1962-01-31 1962-12-21 Blocs préfabriqués en béton tels que parpaings
US3318059A (en) * 1966-05-16 1967-05-09 Universal Building Products Co Wall foundation construction involving block having mortar retention means
CA1089666A (en) * 1976-12-21 1980-11-18 Sosuke Kobayashi Block process for a structure
CA1101688A (en) * 1977-09-23 1981-05-26 Gary L. Hansen Building block and structures formed therefrom
GB1561935A (en) * 1977-10-11 1980-03-05 Parry & Hughes Building blocks
DE3118881A1 (de) * 1980-09-29 1982-06-24 Oltmanns Ziegel Und Kunststoffe Gmbh, 2905 Edewecht "ziegel"
FR2501262A1 (fr) * 1981-03-03 1982-09-10 Benchehida Mohamed Element de construction creux et batiment execute a sec au moyen de cet element
FR2574450B1 (fr) * 1984-12-07 1987-02-06 Gypsum Villas Bloc de construction auto-alignant avec rejet integre des infiltrations et ses procedes de fabrication et de mise en oeuvre
US4627209A (en) * 1985-04-15 1986-12-09 Schwartz Ervin J Interlocking blocks and construction system comprising said blocks

Also Published As

Publication number Publication date
RU2157442C2 (ru) 2000-10-10
ES2093696T3 (es) 1997-01-01
ATE140994T1 (de) 1996-08-15
BR9007957A (pt) 1992-10-27
DK0507846T3 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) 1997-02-10
WO1991010022A1 (fr) 1991-07-11
AU7178791A (en) 1991-07-24
DE69028000D1 (de) 1996-09-05
JP3076062B2 (ja) 2000-08-14
GR3021533T3 (en) 1997-01-31
EP0507846A1 (fr) 1992-10-14
JPH05506283A (ja) 1993-09-16
DE69028000T2 (de) 1997-03-13
CA2075898A1 (fr) 1991-06-28
FR2656358A1 (fr) 1991-06-28

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