EP0001360A1 - Building block and structures formed therefrom - Google Patents
Building block and structures formed therefrom Download PDFInfo
- 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
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- 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.)
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Classifications
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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
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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
- E04B2/24—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
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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
- 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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Abstract
A lightweight building block and mortarless wall formed therefrom. The block (20) is generally rectangular and comprises side walls (22,24), end walls (26,28), and an interiorwall (30) which divides the interior of the block into two vertical passages (32,34) through the block. In certain blocks, parts of the end and interior walls are removed to form horizontal channels through the blocks. The blocks are provided with projections (36) and recesses having rectangular cross sections by which means they may be interlocked together to form walls. In such a wall, the vertical passages and horizontal channels may receive reinforcing structures to impart added strength and load bearing properties to the wall.
Description
- This invention relates to interlocking building blocks and walls formed therefrom.
- A number of attempts have been made to provide building blocks capable of being joined together without the use of mortar into walls or other load bearing structures. Ideally, such mortarless building blocks should be lightweight so that they are easy to handle and transport, easy to use so that the walls can be quickly constructed by unskilled workmen, and adapted to accept varying degrees of reinforcement so that the walls may readily be constructed to meet any degree of load bearing requirements.
- 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. In one embodiment, 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. In a second embodiment, referred to as a horizontal support block, the upper portions of the end and interior walls are removed to form a horizontal channel extending through the block. 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. By such means, a wall or other structure having almost any desired amount of reinforcing may be constructed.
- These and other features and advantages of the invention will be apparent from the detailed description and claims to follow taken in conjunction with the accompanying drawings.
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- Fig. 1 presents a partly broken away perspective view of a part of a building structure assembled from building blocks according to the present invention;
- Fig. 2 presents a perspective view of a building block according to the present invention;
- Fig. 3 presents a perspective view of the block of Fig. 2 as seen from below;
- Fig. 4 presents a perspective view of a right hand corner block according to the present invention;
- Fig. 5 presents a perspective view of a left hand corner block according to the present invention;
- Fig. 6 presents a perspective view of a half unit block according to the present invention;
- Fig. 7 presents a perspective view of a double unit reinforcing block according to the present invention;
- Fig. 8 presents a perspective view of a building 360 block according to the present invention adapted to receive a horizontal reinforcing structure;
- Fig. 9 presents a perspective view of a reinforced section of a wall comprising the blocks of Figs. 2 and 8;
- Fig. 10 presents a side elevational view, partly broken away, of a reinforced wall according to the present invention.
- Fig. 1 depicts a
structure 10 comprised of mortarless building blocks according to the present invention.Structure 10, as shown, consists of foundation 11, 12, 14 andwalls support structure 16 extending inwardly fromwall 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 ofrectangular blocks 20 placed end to end. With two exceptions to be described below, 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 ofblocks 20. - Figs. 2 and 3 depict, from above and below respectively, one of the
blocks 20 of Fig. 1.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 22, 24,side walls 26, 28 andend walls interior wall 30. All walls are of equal height and extend from the top to the bottom ofblock 20.Interior wall 30 extends between 22, 24 from points intermediate their ends so as to formside walls 32, 34 of identical size.rectangular passages 32, 34 extend entirely throughPassages block 20 in a vertical direction and are of uniform cross section throughout. - The upper surfaces of
22, 24,side walls 26, 28 andend walls interior wall 30 carry a set ofcontinuous 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 38, 40, and two shortrectangular portions 42, 44 positioned midway between and parallel tolinear portions 22, 24.side walls Linear portion 42 extends between 38 and 40, andrectangular portions linear portion 44 extends outwards fromrectangular portion 38. As used herein,linear portion 44 refers to that structure overlyingend wall 26, and not to that structure, described below, extending outwardly from such end wall. The 38, 40 completely surround the upper edges ofrectangular portions 32, 34 respectively, and the inwardly facing sides of such rectangular portions are coplanar with the inner surfaces of thepassages 32, 34.walls forming passages - The lower surfaces of
22, 24,side walls 26, 28 andend walls interior wall 30 carry a set ofcontinuous recesses 46 having sizes and shapes identical toprojections 36 and positioned directly below and corresponding to such projections. When twoblocks 20 are positioned one on top of another, 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 thelateral projection 48 outstanding fromend wall 26 and thelateral recess 50 formed onend wall 28.Lateral projection 48 andlateral recess 50 each has a rectangular cross section of dimensions equal to those ofprojections 36 andrecesses 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 ofend wall 26, but is offset upwardly a distance equal to the height ofprojection 36, and therefore to the depth ofrecesses 46. Thus the upper portion oflateral projection 48 forms a uniform continuous structure withlinear portion 44 ofprojection 36, and the length of such continuous structure is identical to the length oflinear 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. When such a row is constructed, theprojections 36 of the several blocks, together with the upper portions oflateral projections 48, form a pattern of connected rectangles on the upper surfaces ofblocks 20, which pattern repeats itself twice per block, as indicated at 52 in Fig. 1. Similarly, recesses 46 together with the lower ends oflateral recesses 50, form an identical repeating pattern of recesses on the lower surfaces of such blocks. Thus, when horizontal rows ofblocks 20 are positioned one above another withprojections 36 andrecesses 46 frictionally fitted together to form walls, 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 thatlateral projection 62 has been positioned onside wall 64 rather than onend wall 66, andlinear projection 61 has been relocated such that it connectslateral projection 62 andrectangular projection 63. The distance betweenlateral projection 62 andend wall 66 is identical to the distance betweenlateral projection 48 and side wall 22 (Fig. 3).End wall 68 carries a lateral recess (not shown) identical tolateral 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 thatlateral recess 72 has been positioned onside wall 74. The distance betweenlateral recess 72 andend wall 73 is equal to the distance betweenlateral 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-awayarea 71 where such ablock 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 thatprojection 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 twoblocks 20 joined side to side. In particular, one-half 92 ofblock 90 is identical to block 20, whereas theother 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 18b, 18d and 18f. Blocks 2Q are positioned between therows rear halves 94 of the pylon blocks 90 to form a doublethickness support structure 16 inwall 12. Such a support structure increases the strength of thewall 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. Thus, block 100 comprises 102, 104, endside walls 106, 108 andwalls interior wall 110.End walls 106, 103 andinterior wall 110 are all of a height considerably less than the height of 102, 104, such that a longitudinal, horizontalside walls U-shaped channel 112 is formed in the upper interior portion ofblock 100.Interior wall 110 extends between 102, 104 from points intermediate their ends so as to form equal sizeside walls 113, 114 extending throughrectangular passages block 100 in a vertical direction. 113, 114 correspond toPassages 32, 34 ofpassages block 20. - The lower surfaces of
102, 104, endside walls 106, 108 andwalls interior wall 110 are formed so as to form recesses (not shown) in the lower surfaces thereof which are identical torecesses 46 on the lower surfaces ofblock 20. 102, 104 carry projections 116-119 on the upper surfaces thereof, such projections being identical to the side wall sections ofSide walls 38, 40 ofrectangular projections block 20. 106, 108 respectively carryEnd walls lateral projection 120 and a lateral recess (not shown), such lateral recess and projection being identical tolateral projection 48 andlateral recess 50 ofblock 20, except that their upper sections have been removed along with the upper sections of 106, 108.end walls - 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. Referring initially to Fig. 10, there is shown 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 ofblocks 20, whereas 124f and 1241 are composed entirely of horizontal support blocks 100. In each row, 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.rows - Each row of horizontal support blocks 124f, 1241 carries a horizontal reinforcing
126, 128 respectively, such reinforcing structures extending through thestructure longitudinal channels 112 ofblocks 100. The frequency with which rows of horizontal support blocks appear may be varied as desired. Further, periodically throughoutwall 122, vertical support structures 130-133 extend through aligned 32, 34 or 113, 114 inpassages 20 or 100 respectively. Inblocks 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. Thus 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. 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. Where 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. In Fig. 9, the lower row 140 is composed of
blocks 20, whereas theupper row 141 is composed of horizontal support blocks 100. The horizontal reinforcingstructure 143 is shown as consisting ofconcrete 144 reinforced by 145, 146, while the vertical reinforcingrebar structure 148 consists ofconcrete 149 reinforced byrebar 150. Primarily for purposes of illustration, a second vertical reinforcing structure is shown extending through 152, 154, and this reinforcing structure is reinforced byblocks 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. \ - As stated above, 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. - Referring again to Fig. 10,
wall 122 as shown therein is constructed by first providingposts 160 extending from foundation orfootings 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 reinforcingstructure 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 reinforcingstructure 126 and the lower sections of vertical reinforcing structures 130-133. Prior to pouring, squares of cardboard or any other convenient material are placed over those passages of therow 124f blocks where vertical reinforcement is not wanted. This construction process may be repeated indefinitely to form walls of any height. The finished wall contains a reinforced concrete grid which tightly locks the blocks together into a strong and durable wall. - While the preferred embodiment of this invention has been illustrated and described herein, it should be understood that variations will become apparent to one skilled in the art. Accordingly, the invention is not to be limited to the specific embodiment illustrated and described hereir" and the true scope and spirit of the invention are to be determined by-reference to the appended claims.
Claims (12)
1. A lightweight building block having a generally rectangular exterior configuration and comprising:-
a pair of opposed side walls;
a pair of opposed end walls;
an interior wall extending between the side walls approximately parallel to the end walls, thereby forming vertical passages through the block of approximately equal rectangular cross section;
projections located on the upper surfaces of the block and formed into identical patterns respectively associated with each of said passages; and
the lower surfaces of the block being shaped so as to form recesses corresponding to, and positioned directly below the projections, so as to permit the interlocking of the block with another.
2. A lightweight building block having a generally rectangular exterior configuration and comprising:-
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 block 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.
3. The building block of claim 2 wherein the projections are essentially rectangular in cross section, and wherein each of said patterns comprises a rectangular projection surrounding the upper edge of its respective passage such that the inwardly facing sides of said rectangular projection are coplanar with the interior surfaces of the walls forming such passage.
4. The building block of claim 3 further comprising a lateral projection extending outwardly from the exterior surface of one of the end walls, said lateral projection being of essentially rectangular cross section, extending the full height of said end wall, and being positioned intermediate the adjacent side walls, the other end wall being shaped so as to form a lateral recess of corresponding size, shape and position extending inwardly therefrom.
5. A lightweight building block, comprising:-
a pair of opposed side walls;
a pair of opposed end walls having heights equal to that of the side walls;
a pair of interior walls having heights equal to that of the side walls, one interior wall extending between the side walls approximately parallel to the end walls, the other interior wall extending between the end walls approximately parallel to the side walls, said interior walls forming four vertical passages through the block of approximately equal, rectangular cross sections;
projections on the upper surfaces of the end, side and interior walls, the projections being essentially rectangular in cross section and being formed into four identical patterns respectively associated with said four 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.
6. A lightweight building block having a generally rectangular external configuration and comprising:-
a pair of opposed side walls;
a pair of opposed end walls having heights appreciably less than that of the side walls;
an interior wall having a height approximately equal to that of the end walls and extending between the side walls approximately parallel to the end walls, said interior wall forming two vertical passages through the block of approximately equal, rectangular cross section;
projections on the upper surface of each side wall, 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, a portion of such recesses being identical to the projections in size and shape and directly below the projections in position.
7. The building block of claim 6 wherein the projections are essentially rectangular in cross section, and wherein each pattern comprises two linear projections mounted on opposite side walls, the inwardly facing side of each linear projection being continuous with the interior surface of the side wall on which the projection is mounted.
8. A wall structure comprising a plurality of lightweight blocks, each block having a generally rectangular exterior configuration and comprising a pair of opposed side walls; a pair of opposed end walls having heights appreciably less than that of the side walls; an interior wall having a height equal to that of the end walls and extending between' the side walls approximately parallel to the end walls, the interior wall forming two vertical passages through the block 6f approximately equal, rectangular cross section; projections on the upper surface of each side wall, said projections being of essentially rectangular cross section and 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, a portion of such recesses being identical to the projections in size and shape and directly below the projections in position; said blocks being positioned in vertically stacked horizontal rows with the projections of each block being received within the recesses of the blocks stacked immediately above it.
9. A wall structure comprising:-
a plurality of lightweight first blocks, each first block having a generally rectangular exterior configuration and comprising a pair of opposed first side walls; a pair of opposed first end walls having heights equal to that of the first side walls; a first interior wall having a height equal to that of the first side walls and extending between the first side walls approximately parallel to the first end walls, the first interior wall forming two first vertical passages through the first blocks of approximately equal, rectangular cross sections; first projections on the upper surfaces of the first end, side and interior walls, the first projections being formed into two identical first patterns respectively associated with said two first passages; and the lower surfaces of the first side, end and interior walls being shaped so as to form first recesses identical to the first projections in size and shape, and directly below the first projections in position;
a plurality of lightweight second blocks, each second block having an exterior size and configuration similar to the first blocks and comprising a pair of opposed second side walls; a pair of opposed second end walls having heights appreciably lesc than that of the second side walls; a second interior wall having a height equal to that of the second end walls and extending between the second side walls approximately parallel to the second end walls, the second interior wall forming two second vertical passages through the second block of approximately equal, rectangular cross sections; second projections on the upper surface of each second side wall, the second projections being formed into two identical second patterns respectively associated with the two second passages; and the lower surfaces of the second side, end and interior walls being shaped so as to form second recesses, a portion of such second recesses being identical to the second projections in size and shape and directly below the second projections in position;
the first blocks being positioned side by side to form first horizontal rows, the secor, blocks being positioned side by side to form second nerizontal rows, and said first and second rows being positioned one on top of another such that the projections of the blocks in each row are received within the recesses of the blocks in the row above.
10. The wall structure of claim 9 further comprising a horizontal reinforcing structure extending along the second rows through said second blocks between said second side walls and above said second end and interior walls.
11. The wall structure of claim 10 wherein each of said first and second rows is offset by half the length of a block from the row immediately beneath,it in such a way that the passages of the blocks in successive rows are aligned to form vertical openings extending through more than one row, and wherein the wall structure further comprises a vertical reinforcing structure extending through one of said vertical openings.
12. The wall structure of claim 11 wherein the horizontal and vertical reinforcing structures comprise metal reinforced concrete.
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 (en) |
| AU (1) | AU4011278A (en) |
| CA (1) | CA1101688A (en) |
| GB (1) | GB2004578B (en) |
| IN (1) | IN149804B (en) |
| ZA (1) | ZA785310B (en) |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0087872A1 (en) * | 1982-02-17 | 1983-09-07 | Interblock Partners, Ltd. | Interlocking building blocks |
| FR2523624A1 (en) * | 1982-03-19 | 1983-09-23 | Cruaud System | PARPATING OF 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 (en) * | 1991-04-08 | 1992-10-14 | Ludwig Ispanky | Elements for the construction of building structures |
| GR1000901B (en) * | 1991-09-19 | 1993-03-16 | Ioannis Aylogiaris | Construction method |
| WO1996002712A1 (en) * | 1994-07-18 | 1996-02-01 | Caswold Hickson Lee | Building blocks and method of building construction |
| EP0728878A1 (en) * | 1995-02-24 | 1996-08-28 | Firma Gianazza Angelo S.p.A. | Prefabricated synthetic material interlocking building element for walls |
| GR1002711B (en) * | 1996-05-21 | 1997-06-04 | ������������ ��� �������� ��. | Thermal insulating brick made of pumice, for concrete wall panelling. |
| FR2781241A1 (en) * | 1998-07-16 | 2000-01-21 | Serge Wrobleski | Construction block for buildings has channeled face to cooperate with window frame |
| RU2157442C2 (en) * | 1989-12-27 | 2000-10-10 | Ив Кристьян МУЛЕН Жан | Construction unit |
| ES2157790A1 (en) * | 1999-05-17 | 2001-08-16 | Conejo Jose Terron | Modular construction system for masonry with bricks for facades, walls, pillars, lintels and interior vertical or horizontal conduits |
| 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 (en) * | 2008-10-20 | 2011-03-10 | Pablo Daniel Garcia Carrillo | Block for the integration of facilities in construction with factory of concrete masonry. (Machine-translation by Google Translate, not legally binding) |
| GB2477728A (en) * | 2010-02-10 | 2011-08-17 | Alan Mark Seddon | Modular moulded brick for an inspection chamber |
| CN113232145A (en) * | 2021-05-19 | 2021-08-10 | 四川建园新型建筑材料有限公司 | Intelligent production process of sintered combined wallboard |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3237467C1 (en) * | 1982-10-09 | 1983-10-20 | Emil Wolff, Maschinenfabrik Und Eisengiesserei Gmbh, 4300 Essen | Support frame for the installation of buildings |
| US4571905A (en) * | 1983-04-18 | 1986-02-25 | Yoshida Kogyo K.K. | Method of mounting curtain wall units and constructions thereof |
| GB2185276A (en) * | 1986-01-13 | 1987-07-15 | Plessis Andries Hendrik Du | Building blocks |
| 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)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1567085A (en) * | 1925-01-19 | 1925-12-29 | Valsy E Rowland | Building block |
| FR915121A (en) * | 1945-09-27 | 1946-10-28 | chipboard element for constructions | |
| FR2074669A1 (en) * | 1970-01-14 | 1971-10-08 | Racault Michel |
-
1978
- 1978-09-19 CA CA311,543A patent/CA1101688A/en not_active Expired
- 1978-09-19 IN IN0133/CAL/78A patent/IN149804B/en unknown
- 1978-09-19 ZA ZA00785310A patent/ZA785310B/en unknown
- 1978-09-22 AU AU40112/78A patent/AU4011278A/en active Pending
- 1978-09-22 EP EP78300411A patent/EP0001360A1/en not_active Withdrawn
- 1978-09-22 GB GB7837824A patent/GB2004578B/en not_active Expired
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1567085A (en) * | 1925-01-19 | 1925-12-29 | Valsy E Rowland | Building block |
| FR915121A (en) * | 1945-09-27 | 1946-10-28 | chipboard element for constructions | |
| FR2074669A1 (en) * | 1970-01-14 | 1971-10-08 | Racault Michel |
Cited By (27)
| 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 (en) * | 1982-03-19 | 1983-09-23 | Cruaud System | PARPATING OF CONSTRUCTION |
| EP0089887A3 (en) * | 1982-03-19 | 1984-12-27 | L'indivision Cruaud, Yannick et Jegat, Claude dénommé communément: LPL CRUAUD SYSTEM | Building block |
| 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 (en) * | 1989-12-27 | 2000-10-10 | Ив Кристьян МУЛЕН Жан | Construction unit |
| EP0507970A1 (en) * | 1991-04-08 | 1992-10-14 | Ludwig Ispanky | Elements for the construction of building structures |
| GR1000901B (en) * | 1991-09-19 | 1993-03-16 | Ioannis Aylogiaris | Construction method |
| WO1996002712A1 (en) * | 1994-07-18 | 1996-02-01 | Caswold Hickson Lee | Building blocks and method of building construction |
| EP0728878A1 (en) * | 1995-02-24 | 1996-08-28 | Firma Gianazza Angelo S.p.A. | Prefabricated synthetic material interlocking building element for walls |
| GR1002711B (en) * | 1996-05-21 | 1997-06-04 | ������������ ��� �������� ��. | Thermal insulating brick made of pumice, for concrete wall panelling. |
| FR2781241A1 (en) * | 1998-07-16 | 2000-01-21 | Serge Wrobleski | Construction block for buildings has channeled face to cooperate with window frame |
| WO2001053624A1 (en) * | 1998-07-16 | 2001-07-26 | Serge Wrobleski | Method for constructing a building,, structural block, window lintel and support for implementing said method |
| ES2157790A1 (en) * | 1999-05-17 | 2001-08-16 | Conejo Jose Terron | Modular construction system for masonry with bricks for facades, walls, pillars, lintels and interior vertical or horizontal conduits |
| 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 (en) * | 2008-10-20 | 2011-03-10 | Pablo Daniel Garcia Carrillo | Block for the integration of facilities in construction with factory of concrete masonry. (Machine-translation by Google Translate, not legally binding) |
| GB2477728A (en) * | 2010-02-10 | 2011-08-17 | Alan Mark Seddon | Modular moulded brick for an inspection chamber |
| CN113232145A (en) * | 2021-05-19 | 2021-08-10 | 四川建园新型建筑材料有限公司 | Intelligent production process of sintered combined wallboard |
Also Published As
| Publication number | Publication date |
|---|---|
| ZA785310B (en) | 1979-08-29 |
| AU4011278A (en) | 1980-03-27 |
| CA1101688A (en) | 1981-05-26 |
| GB2004578B (en) | 1982-09-22 |
| IN149804B (en) | 1982-04-24 |
| GB2004578A (en) | 1979-04-04 |
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Legal Events
| Date | Code | Title | Description |
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| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| AK | Designated contracting states |
Designated state(s): CH DE FR LU NL SE |
|
| 17P | Request for examination filed | ||
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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| 18D | Application deemed to be withdrawn |
Effective date: 19830714 |
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| RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: INNESS, KEITH W. Inventor name: HANSEN, GARY L. |