EP0001360A1 - Building block and structures formed therefrom - Google Patents

Building block and structures formed therefrom Download PDF

Info

Publication number
EP0001360A1
EP0001360A1 EP78300411A EP78300411A EP0001360A1 EP 0001360 A1 EP0001360 A1 EP 0001360A1 EP 78300411 A EP78300411 A EP 78300411A EP 78300411 A EP78300411 A EP 78300411A EP 0001360 A1 EP0001360 A1 EP 0001360A1
Authority
EP
European Patent Office
Prior art keywords
walls
projections
block
blocks
interior
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Withdrawn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
EP78300411A
Other languages
German (de)
English (en)
French (fr)
Inventor
Gary L. Hansen
Keith W. Inness
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.)
Insulock Corp
Original Assignee
Insulock Corp
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 Insulock Corp filed Critical Insulock Corp
Publication of EP0001360A1 publication Critical patent/EP0001360A1/en
Withdrawn legal-status Critical Current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
    • 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
    • E04B2/24—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 the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • 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
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape

Definitions

  • This invention relates to interlocking building blocks and walls formed therefrom.
  • Prior mortarless building blocks have fallen considerably short of these ideals.
  • No prior blocks have provided practical, mortarless building elements which are adapted, when assembled into a wall, of receiving a,variable amount of reinforcement to provide different degrees of strength and stability.
  • a number of prior blocks are designed to be filled with cement or other heavy material at the time they are assembled or constructed. Although such blocks arc comparatively massive and thereby impart some stability to the finished wall, they provide no advantage whatsoever in terms of ease of handling of transportation over conventional cinder blocks.
  • Other prior blocks have sought to achieve stability by providing flared interlocking structures between adjacent blocks. In addition to increasing the complexity of the blocks' designs, such flared structures also add considerably to the difficulty of assembling the blocks into walls, since such blocks may only be brought together from certain directions or angles.
  • This invention provides novel,lightweight, highly insulating building blocks in a number of embodiments, which blocks are capable of being joined together without mortar to form a wall or other load bearing structure.
  • the blocks are extremely lightweight and easily used by unskilled laborers.
  • the blocks are designed such that when joined together into a wall, the interior of the wall contains forms for a variable number of reinforcing structures. Such structures may be provided to yield walls of differing strengths and load bearing abilities.
  • the building blocks of the present invention have a generally rectangular exterior configuration, and are composed of urethane foam or other lightweight, highly insulating non-cementitious material.
  • the block comprises a pair of opposed side walls; a pair of opposed end walls having heights equal to that of the side walls; an interior wall having a height equal to that of the side walls and extending between the side walls approximately parallel to the end walls, the interior wall forming two vertical passages through the blocks of approximately equal, rectangular cross sections; projections on the upper surfaces of the end, side and interior walls, the projections being formed into two identical patterns respectively associated with said two passages; and the lower surfaces of the side, end and interior walls being shaped so as to form recesses identical to the projections in size and shape, and directly below the projections in position.
  • Blocks according to the present invention may be used to construct walls comprising a series of horizontal rows, with adjacent rows offset horizontally by half the length of a block, and with projections of the blocks in each row being received within the recesses of the blocks of the row above.
  • Certain rows may consist entirely of horizontal support blocks, and horizontal reinforcing structures may be placed through the channels of the blocks in such rows.
  • Vertical reinforcing structures may be placed through the vertical openings formed by the passages of several blocks.
  • Fig. 1 depicts a structure 10 comprised of mortarless building blocks according to the present invention.
  • Structure 10 consists of foundation 11, walls 12, 14 and support structure 16 extending inwardly from wall 12.
  • Each wall consists of a series of horizontal rows, such as rows 13a-f comprising wall 12, positioned one on top of another.
  • Each such row is composed principally of rectangular blocks 20 placed end to end.
  • all the blocks of the present invention preferably have identical outer dimensions, which dimensions may be the same as that of a standard 8" x 8" x 16" cinder block.
  • Each row 18a-f is horizontally offset from the rows above and beneath it by one half the length of blocks 20.
  • Block 20 as well as the other building blocks described herein, are made from urethane foam, compressed resin reinforced sawdust, or other lightweight, non-cementitious material. The use of such material results in a block which has excellent insulating properties, and which is extremely lightweight for easy transportation and handling.
  • Block 20 comprises side walls 22, 24, end walls 26, 28 and interior wall 30. All walls are of equal height and extend from the top to the bottom of block 20.
  • Interior wall 30 extends between side walls 22, 24 from points intermediate their ends so as to form rectangular passages 32, 34 of identical size. Passages 32, 34 extend entirely through block 20 in a vertical direction and are of uniform cross section throughout.
  • the upper surfaces of side walls 22, 24, end walls 26, 28 and interior wall 30 carry a set of continuous projections 36.
  • the projections are of constant, rectangular cross section and have a width less than the widths of the narrowest walls on which they are mounted. Slightly tapered or trapezoidal projections could be used as well.
  • Projections 36 are formed in two identical rectangular portions 38, 40, and two short linear portions 42, 44 positioned midway between and parallel to side walls 22, 24.
  • Linear portion 42 extends between rectangular portions 38 and 40, and linear portion 44 extends outwards from rectangular portion 38.
  • linear portion 44 refers to that structure overlying end wall 26, and not to that structure, described below, extending outwardly from such end wall.
  • the rectangular portions 38, 40 completely surround the upper edges of passages 32, 34 respectively, and the inwardly facing sides of such rectangular portions are coplanar with the inner surfaces of the walls forming passages 32, 34.
  • the lower surfaces of side walls 22, 24, end walls 26, 28 and interior wall 30 carry a set of continuous recesses 46 having sizes and shapes identical to projections 36 and positioned directly below and corresponding to such projections.
  • the projections of the lower block frictionally fit within the recesses of the upper block, by which means the blocks are aligned and secured together.
  • Block 20 additionally comprises the lateral projection 48 outstanding from end wall 26 and the lateral recess 50 formed on end wall 28.
  • Lateral projection 48 and lateral recess 50 each has a rectangular cross section of dimensions equal to those of projections 36 and recesses 46.
  • Lateral recess 50 extends vertically the full height of end wall 23 intermediate its sides.
  • Lateral projection 43 has a total height equal to that of end wall 26, but is offset upwardly a distance equal to the height of projection 36, and therefore to the depth of recesses 46.
  • the upper portion of lateral projection 48 forms a uniform continuous structure with linear portion 44 of projection 36, and the length of such continuous structure is identical to the length of linear portion 42.
  • a series of blocks 20 may be positioned end to end to form horizontal rows 18a-f (Fig. 1) with lateral projections frictionally fitted into lateral recesses of adjacent blocks.
  • the projections 36 of the several blocks, together with the upper portions of lateral projections 48 form a pattern of connected rectangles on the upper surfaces of blocks 20, which pattern repeats itself twice per block, as indicated at 52 in Fig. 1.
  • recesses 46 together with the lower ends of lateral recesses 50 form an identical repeating pattern of recesses on the lower surfaces of such blocks.
  • blocks in adjacent rows may be aligned either directly above or below one another or, preferably, offset horizontally by half the length of one block, as indicated in Fig. 1.
  • Fig. 4 depicts a lefthand corner block 60.
  • Block 60 is identical to block 20 except that lateral projection 62 has been positioned on side wall 64 rather than on end wall 66, and linear projection 61 has been relocated such that it connects lateral projection 62 and rectangular projection 63.
  • the distance between lateral projection 62 and end wall 66 is identical to the distance between lateral projection 48 and side wall 22 (Fig. 3).
  • End wall 68 carries a lateral recess (not shown) identical to lateral recess 50 of Fig. 2.
  • Fig. 1 depicts the incorporation of several lefthand corner blocks 60 into an assembled structure.
  • Fig. 5 depicts a righthand corner block 70.
  • Block 70 is identical to block 20 except that lateral recess 72 has been positioned on side wall 74.
  • the distance between lateral recess 72 and end wall 73 is equal to the distance between lateral recess 50 and side wall 22 (Fig. 2).
  • Fig. 1 illustrates the incorporation of several righthand corner blocks 70 into an assembled structure, as well as a broken-away area 71 where such a block 70 would be placed.
  • Fig. 6 shows a half-section block 80.
  • Block 80 is identical to the righthand half of block 20 (Fig. 2), except that projection 82 does not include a linear portion such as 42 in Fig. 2.
  • Half-section blocks 80 permit the construction of windows or doorways in walls in which adjacent rows are offset, as in Fig. 1.
  • Fig. 7 depicts a pylon block 90, which block is similar to two blocks 20 joined side to side.
  • one-half 92 of block 90 is identical to block 20, whereas the other half 94 is similar to block 20 except that it has neither a lateral projection nor a lateral recess.
  • Pylon blocks 90 are used to form a double thickness section of a wall or other structure to increase the strength and stability of the wall at such section.
  • Fig. 1 shows three. pylon blocks 90 positioned one above another in rows 18b, 18d and 18f.
  • Blocks 2Q are positioned between the rear halves 94 of the pylon blocks 90 to form a double thickness support structure 16 in wall 12.
  • Such a support structure increases the strength of the wall 12 in and of itself, and it is further capable of receiving a supplemental reinforcing structure as described below.
  • Fig. 8 illustrates a horizontal support block 100.
  • Support block 100 is identical to block 20, except that the entire upper portions of the end and interior walls, as well as the projections and recesses carried thereon, have been removed.
  • block 100 comprises side walls 102, 104, end walls 106, 108 and interior wall 110.
  • End walls 106, 103 and interior wall 110 are all of a height considerably less than the height of side walls 102, 104, such that a longitudinal, horizontal U-shaped channel 112 is formed in the upper interior portion of block 100.
  • Interior wall 110 extends between side walls 102, 104 from points intermediate their ends so as to form equal size rectangular passages 113, 114 extending through block 100 in a vertical direction. Passages 113, 114 correspond to passages 32, 34 of block 20.
  • side walls 102, 104, end walls 106, 108 and interior wall 110 are formed so as to form recesses (not shown) in the lower surfaces thereof which are identical to recesses 46 on the lower surfaces of block 20.
  • Side walls 102, 104 carry projections 116-119 on the upper surfaces thereof, such projections being identical to the side wall sections of rectangular projections 38, 40 of block 20.
  • End walls 106, 108 respectively carry lateral projection 120 and a lateral recess (not shown), such lateral recess and projection being identical to lateral projection 48 and lateral recess 50 of block 20, except that their upper sections have been removed along with the upper sections of end walls 106, 108.
  • Figs. 9 and 10 illustrate the way in which walls or other structures constructed of blocks according to the present invention may be reinforced to provide almost any desired amount of strength or stability.
  • a wall 122 comprising horizontal rows 124a-1 stacked one on top of another as already described. Each row is offset from adjacent rows by one-half the length of an individual block. Rows 124a-e and g-k are made up entirely of blocks 20, whereas rows 124f and 1241 are composed entirely of horizontal support blocks 100.
  • adjacent blocks are joined together via their lateral projections and recesses. Adjacent rows are joined via the projections and recesses on the upper and lower surfaces thereof.
  • Each row of horizontal support blocks 124f, 1241 carries a horizontal reinforcing structure 126, 128 respectively, such reinforcing structures extending through the longitudinal channels 112 of blocks 100.
  • the frequency with which rows of horizontal support blocks appear may be varied as desired.
  • vertical support structures 130-133 extend through aligned passages 32, 34 or 113, 114 in blocks 20 or 100 respectively. In wall 122, as shown, such vertical reinforcing structures 130-133 extend through one of the passages of every fourth block in each row, although here again any other repeat frequency could be used as desired.
  • the number of vertical and horizontal reinforcing structures incorporated into a wall may be adjusted based on the load bearing requirements of the wall and related factors.
  • the reinforcing structures In a wall intended to carry any substantial load, essentially all of such load may be borne by the reinforcing structures, a feature which permits the use of extremely lightweight and highly insulating material for the blocks.
  • the reinforcing structures comprise concrete
  • the blocks of the present invention may be viewed as forms as well as structural elements.
  • Fig. 9 illustrates details of one type of reinforcing structure.
  • the lower row 140 is composed of blocks 20, whereas the upper row 141 is composed of horizontal support blocks 100.
  • the horizontal reinforcing structure 143 is shown as consisting of concrete 144 reinforced by rebar 145, 146, while the vertical reinforcing structure 148 consists of concrete 149 reinforced by rebar 150.
  • a second vertical reinforcing structure is shown extending through blocks 152, 154, and this reinforcing structure is reinforced by rebar 156.
  • Other material such as logs or steel sleeving, may be used as well as reinforced concrete for the reinforcing structures.
  • Fig. 9 also illustrates the way in which the spaces within the walls provided for the reinforcing structures can also be used as conduits for electrical cabling and the like. ⁇
  • a number of pylon blocks 90 can be used to construct a support structure 16 (Fig. 1) at those sections of a wall where additional strength is required.
  • the back half 94 of such a support structure may receive vertical reinforcing structures such as those already described to provide an even greater measure of strength and stability.
  • wall 122 as shown therein is constructed by first providing posts 160 extending from foundation or footings 162. Rebar for the lower portions of vertical reinforcing structures 130-133 is then attached to such posts, and blocks are then stacked to form rows 124a-f. Since such blocks are extremely lightweight and easily fitted together, the construction of such rows is a rapid process, even for unskilled labor. Rebar for horizontal reinforcing structure 126 and for the next higher portion of vertical reinforcing structures 130-133 is then fixed in position, after which concrete is poured to form horizontal reinforcing structure 126 and the lower sections of vertical reinforcing structures 130-133.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Retaining Walls (AREA)
EP78300411A 1977-09-23 1978-09-22 Building block and structures formed therefrom Withdrawn EP0001360A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US83607577A 1977-09-23 1977-09-23
US836075 1977-09-23

Publications (1)

Publication Number Publication Date
EP0001360A1 true EP0001360A1 (en) 1979-04-04

Family

ID=25271174

Family Applications (1)

Application Number Title Priority Date Filing Date
EP78300411A Withdrawn EP0001360A1 (en) 1977-09-23 1978-09-22 Building block and structures formed therefrom

Country Status (6)

Country Link
EP (1) EP0001360A1 (enrdf_load_stackoverflow)
AU (1) AU4011278A (enrdf_load_stackoverflow)
CA (1) CA1101688A (enrdf_load_stackoverflow)
GB (1) GB2004578B (enrdf_load_stackoverflow)
IN (1) IN149804B (enrdf_load_stackoverflow)
ZA (1) ZA785310B (enrdf_load_stackoverflow)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0087872A1 (en) * 1982-02-17 1983-09-07 Interblock Partners, Ltd. Interlocking building blocks
FR2523624A1 (fr) * 1982-03-19 1983-09-23 Cruaud System Parpaing de construction
WO1984001594A1 (en) * 1982-10-15 1984-04-26 Vander Wal Jan Masonry blocks
EP0115090A1 (en) * 1983-01-26 1984-08-08 Vander-Wal, Jan Masonry blocks
EP0163117A1 (en) * 1984-04-26 1985-12-04 G.P.E. GENERALE POLISTIROLO ESPANSO di Barbieri Luigi, Giuseppe e Silvio S.n.c. Bettered, high thermal, and/or sound insulating modular elements suitable for buildings
US5024035A (en) * 1979-10-18 1991-06-18 Insulock Corporation Building block and structures formed therefrom
EP0507970A1 (de) * 1991-04-08 1992-10-14 Ludwig Ispanky Bauelementsatz für die Herstellung von Bauwerken
GR1000901B (el) * 1991-09-19 1993-03-16 Ioannis Aylogiaris Μεθοδος κτισιματος δια ενθυλακωσεως.
WO1996002712A1 (en) * 1994-07-18 1996-02-01 Caswold Hickson Lee Building blocks and method of building construction
EP0728878A1 (de) * 1995-02-24 1996-08-28 Firma Gianazza Angelo S.p.A. Vorgefertigte, zusammensteckbare Kunststoff-Kachel für Wände
GR1002711B (el) * 1996-05-21 1997-06-04 ������������ ��� �������� ��. Θερμομονωτικο κισσηροτουβλο τοιχοποιιας πληρωσεως.
FR2781241A1 (fr) * 1998-07-16 2000-01-21 Serge Wrobleski Bloc de construction et procede de construction d'un edifice au moyen de tels blocs
RU2157442C2 (ru) * 1989-12-27 2000-10-10 Ив Кристьян МУЛЕН Жан Блок строительный
ES2157790A1 (es) * 1999-05-17 2001-08-16 Conejo Jose Terron Sistema de construccion modular para obra de fabrica con ladrillos en fachadas, muros, paredes, pilares, dinteles y conducciones interiores , verticales y horizontales
US6508038B2 (en) 2000-07-03 2003-01-21 Ali Kashif Al-Ghitta Modular tenon and slot mortise building blocks for habitable shelters
WO2007073570A1 (en) * 2005-12-22 2007-06-28 Nenad Paunovic Building block
WO2008015407A1 (en) * 2006-08-01 2008-02-07 Wembley Innovation Ltd Reinforced masonry panel structures
WO2009098446A3 (en) * 2008-02-05 2009-10-15 Wembley Innovation Ltd. Masonry with vertical reinforced concrete strengthening
ES2354091A1 (es) * 2008-10-20 2011-03-10 Pablo Daniel Garcia Carrillo Bloque para la integración de instalaciones en la construcción con fabrica de mampostería de hormigón.
GB2477728A (en) * 2010-02-10 2011-08-17 Alan Mark Seddon Modular moulded brick for an inspection chamber
CN113232145A (zh) * 2021-05-19 2021-08-10 四川建园新型建筑材料有限公司 一种烧结组合墙板智能化生产工艺

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3237467C1 (de) * 1982-10-09 1983-10-20 Emil Wolff, Maschinenfabrik Und Eisengiesserei Gmbh, 4300 Essen Traggeruest zum Einruesten von Bauwerken
US4571905A (en) * 1983-04-18 1986-02-25 Yoshida Kogyo K.K. Method of mounting curtain wall units and constructions thereof
BR8700201A (pt) * 1986-01-13 1987-12-08 Andries Hendrik Du Plessis Bloco de encaixe de bloqueio
GB2472068A (en) * 2009-07-23 2011-01-26 Innovation Ltd Const Wall structure formed from insulating parallelepiped blocks
US11186987B2 (en) * 2020-01-31 2021-11-30 B&B Flying Service, Inc. Construction block units
US11352785B2 (en) 2020-01-31 2022-06-07 B & B Flying Service, Inc. Construction block units

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1567085A (en) * 1925-01-19 1925-12-29 Valsy E Rowland Building block
FR915121A (fr) * 1945-09-27 1946-10-28 élément aggloméré pour constructions
FR2074669A1 (enrdf_load_stackoverflow) * 1970-01-14 1971-10-08 Racault Michel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1567085A (en) * 1925-01-19 1925-12-29 Valsy E Rowland Building block
FR915121A (fr) * 1945-09-27 1946-10-28 élément aggloméré pour constructions
FR2074669A1 (enrdf_load_stackoverflow) * 1970-01-14 1971-10-08 Racault Michel

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5024035A (en) * 1979-10-18 1991-06-18 Insulock Corporation Building block and structures formed therefrom
US4475326A (en) * 1982-02-17 1984-10-09 Hanson Gary N Interlocking building blocks and system using the same
EP0087872A1 (en) * 1982-02-17 1983-09-07 Interblock Partners, Ltd. Interlocking building blocks
EP0166249A3 (en) * 1982-02-17 1986-11-26 Interblock Partners, Ltd. Interlocking building blocks and system for using the same
FR2523624A1 (fr) * 1982-03-19 1983-09-23 Cruaud System Parpaing de construction
EP0089887A3 (fr) * 1982-03-19 1984-12-27 L'indivision Cruaud, Yannick et Jegat, Claude dénommé communément: LPL CRUAUD SYSTEM Parpaing de construction
WO1984001594A1 (en) * 1982-10-15 1984-04-26 Vander Wal Jan Masonry blocks
EP0115090A1 (en) * 1983-01-26 1984-08-08 Vander-Wal, Jan Masonry blocks
EP0163117A1 (en) * 1984-04-26 1985-12-04 G.P.E. GENERALE POLISTIROLO ESPANSO di Barbieri Luigi, Giuseppe e Silvio S.n.c. Bettered, high thermal, and/or sound insulating modular elements suitable for buildings
RU2157442C2 (ru) * 1989-12-27 2000-10-10 Ив Кристьян МУЛЕН Жан Блок строительный
EP0507970A1 (de) * 1991-04-08 1992-10-14 Ludwig Ispanky Bauelementsatz für die Herstellung von Bauwerken
GR1000901B (el) * 1991-09-19 1993-03-16 Ioannis Aylogiaris Μεθοδος κτισιματος δια ενθυλακωσεως.
WO1996002712A1 (en) * 1994-07-18 1996-02-01 Caswold Hickson Lee Building blocks and method of building construction
EP0728878A1 (de) * 1995-02-24 1996-08-28 Firma Gianazza Angelo S.p.A. Vorgefertigte, zusammensteckbare Kunststoff-Kachel für Wände
GR1002711B (el) * 1996-05-21 1997-06-04 ������������ ��� �������� ��. Θερμομονωτικο κισσηροτουβλο τοιχοποιιας πληρωσεως.
FR2781241A1 (fr) * 1998-07-16 2000-01-21 Serge Wrobleski Bloc de construction et procede de construction d'un edifice au moyen de tels blocs
WO2001053624A1 (fr) * 1998-07-16 2001-07-26 Serge Wrobleski Procede de construction d'un edifice, bloc de construction, linteau et appui de fenetre pour la mise en oeuvre du procede
ES2157790A1 (es) * 1999-05-17 2001-08-16 Conejo Jose Terron Sistema de construccion modular para obra de fabrica con ladrillos en fachadas, muros, paredes, pilares, dinteles y conducciones interiores , verticales y horizontales
US6508038B2 (en) 2000-07-03 2003-01-21 Ali Kashif Al-Ghitta Modular tenon and slot mortise building blocks for habitable shelters
WO2007073570A1 (en) * 2005-12-22 2007-06-28 Nenad Paunovic Building block
WO2008015407A1 (en) * 2006-08-01 2008-02-07 Wembley Innovation Ltd Reinforced masonry panel structures
GB2442543B (en) * 2006-08-01 2011-07-20 Liam Clear Securing fitting for bond beam reinforcement
US9127449B2 (en) 2006-08-01 2015-09-08 Liam Clear Reinforced masonry panel structures
WO2009098446A3 (en) * 2008-02-05 2009-10-15 Wembley Innovation Ltd. Masonry with vertical reinforced concrete strengthening
ES2354091A1 (es) * 2008-10-20 2011-03-10 Pablo Daniel Garcia Carrillo Bloque para la integración de instalaciones en la construcción con fabrica de mampostería de hormigón.
GB2477728A (en) * 2010-02-10 2011-08-17 Alan Mark Seddon Modular moulded brick for an inspection chamber
CN113232145A (zh) * 2021-05-19 2021-08-10 四川建园新型建筑材料有限公司 一种烧结组合墙板智能化生产工艺

Also Published As

Publication number Publication date
GB2004578A (en) 1979-04-04
CA1101688A (en) 1981-05-26
AU4011278A (en) 1980-03-27
IN149804B (enrdf_load_stackoverflow) 1982-04-24
ZA785310B (en) 1979-08-29
GB2004578B (en) 1982-09-22

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