The present invention relates generally to a building block for building a free-standing mortarless wall, particularly to such a building block having an interlock and flat surfaces extending outwardly from the interlock, and specifically to such an interlocking building block having at least one core and further having a secondary or end core portion formed on each end of the building block for being seated upon an interlock of an adjoining lower building block.
Dragsters have rear wheel mounted slicks, which are wide flat tires with little or no tread. The relatively great amount of surface area better grabs the road for acceleration. Treads decrease the amount of grab and therefore decrease the amount of acceleration.
WWII style jeeps run on relatively skinny tires. The skinnier the tire, the more pressure per square inch on the portion of the tire digging down into the mud or sand, and the better the traction.
The lessons of flatness and pressure, well-known in the automobile arts, have been overlooked by building block manufacturers. A great number of building blocks have recesses or grooves for performing a various number of functions. Likewise, a great number of building blocks have extensions or projections or nubs for performing a various number of functions. Often, if not a majority of the time, these recesses or extensions of the building block necessarily transfer the load bearing function to other portions of the building block. Such a transfer may place an undue amount of stress in such other portions of the building block or may imbalance the block or a wall formed by such blocks.
With appreciation for the lessons of flatness and pressure, a mortarless and free-standing wall according to the present invention may be built having a great amount of stability with or without internal piping.
A feature of the present invention is the provision in a building block having at least one core and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of an interlock protruding from a load bearing face of the building block and forming at least a portion of the periphery of the core for reception in a secondary core portion of an adjacent building block placed at an adjoining level.
Another feature of the present invention is the provision in a building block having at least one core and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of an interlock protruding from a load bearing face of the building block and forming at least a portion of the periphery of the core for reception in a secondary core portion of an adjacent building block placed at an adjoining level, and of the interlock being arcuate and endless and running about a perimeter of the core.
Another feature of the present invention is the provision in a building block having at least one core and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of an interlock protruding from a load bearing face of the building block and forming at least a portion of the periphery of the core for reception in a secondary core portion of an adjacent building block placed at an adjoining level, of first and second load bearing faces of the building block being substantially flat without taking into account the interlock, and of the first and second load bearing faces being parallel.
Another feature of the present invention is the provision in a building block having at least one core and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of an interlock protruding from a load bearing face of the building block and forming at least a portion of the periphery of the core for reception in a secondary core portion of an adjacent building block placed at an adjoining level, and of the interlock having a splitter wedge such that first and second spaced apart interlocking segments are formed.
Another feature of the present invention is the provision in a building block having at least one core and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of an interlock protruding from a load bearing face of the building block and forming at least a portion of the periphery of the core for reception in a secondary core portion of an adjacent building block placed at an adjoining level, and of two opposite sides of the building block being textured such that the two opposite sides are aesthetic.
Another feature of the present invention is the provision in a building block having a set of three cores and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of interlocks protruding from a load bearing face of the building block and forming at least a portion of the periphery of a respective two of the cores for reception in respective secondary core portions of adjacent building blocks placed at an adjoining level.
Another feature of the present invention is the provision in a building block having a set of three cores and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of interlocks protruding from a load bearing face of the building block and forming at least a portion of the periphery of a respective two of the cores for reception in respective secondary core portions of adjacent building blocks placed at an adjoining level, and of a splitter wedge forming a portion of one core to provide an aid for splitting the block in the field.
Another feature of the present invention is the provision in a building block having a set of three cores and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of interlocks protruding from a load bearing face of the building block and forming at least a portion of the periphery of a respective two of the cores for reception in respective secondary core portions of adjacent building blocks placed at an adjoining level, and of a splitter wedge cutting across an interlock to provide an aid for splitting the block in the field.
Another feature of the present invention is the provision in a building block having a set of three cores and a pair of secondary or end core portions that form secondary cores with adjacent building blocks, of interlocks protruding from a load bearing face of the building block and forming at least a portion of the periphery of a respective two of the cores for reception in respective secondary core portions of adjacent building blocks placed at an adjoining level, and of the two cores being of different size, one sufficiently small so as to exclude the seating of an interlock of a potentially adjoining building block, and one sufficiently large to as to seat an interlock of an adjoining building block.
Another feature of the present invention is the provision in a building block having a set of two cores and a secondary or end core portion in one end of the building block, of the two cores being of different size, one sufficiently small so as to exclude the seating of an interlock of a potentially adjoining building block, and one sufficiently large to as to seat an interlock of an adjoining building block.
An advantage of the present invention is stability. The present building blocks can form a free standing mortarless wall having great stability without piping. One feature contributing to this advantage is the interlock. Another feature contributing to this advantage is the flatness of the upper and lower load bearing faces that provides load to be transmitted evenly over a maximum amount of surface area.
Another advantage of the present invention is that piping may be incorporated into the free standing mortarless wall. As such a wall is built, cores are naturally aligned to permit the placement of pipes therein.
Another advantage of the present invention is that the present interlocks may be seated in some cores and not in other cores. Such a natural selection and exclusion provides for a mistake free and self-aligning wall.
Another advantage is that the building block may be used as the basis for a unique wall. For example, the interlock and its mating secondary or end core portion are structured to permit building blocks, of one shape, to form either a straight wall or a curved wall. Also, ends of the building block are oblique such that a set of basic building blocks having one shape can form a straight wall or a curved or undulating wall. Further, the interlock and its mating secondary core portion may be rotationally adjusted and still interlock, such as when the homeowner saws off or splits off the end of the building block to make her own unique angle or curvature. Moreover, the secondary core portion is formed relatively deeply in the building block such that a recess still remains in the building block for the interlock when a home owner saws off such end of the building block.
Another advantage is that a free standing wall built by a set of the present building blocks is safe with or without glue, is safe with or without posts, is safe while being built, is safe after completion, and is safe for a great number of years. For instance, the present building block has inner cores and secondary (or end) core portions so as to be hollow and relatively light and easy to handle for the do-it-yourself home owner. Further, the interlocks minimize movement of just laid down building blocks so as to minimize toppling of walls under construction. Still further, some interlocks are have splitter wedges to permit field modification. Also, posts may be inserted through any of the cores or need not be inserted at all.
Another advantage is the ability to build in structural stability achieved when serpentine or curved walls are constructed.
Another advantage is the ability to build in structural stability achieved when zig zag type walls are constructed.
Another advantage is the ability to achieve rigidity with or without piping. When used, a lower portion of piping is driven into the ground and an upper portion of the piping confronts internal cores, namely the cores of interlocks.
Another advantage is that the free standing wall can be relatively easily removed by a subsequent home owner. The free standing wall built by a set of the present building blocks does not require reinforcing rods, posts, glue, or relatively deep holes dug into the ground. Further, the present building block is relatively hollow to thereby minimize mass that must be removed by a home owner having different tastes.
Another advantage is that the present building block is relatively inexpensive to manufacture.
Other and further features and advantages of the present invention will become apparent to those skilled in the art upon a review of the accompanying specification and drawings.
In accordance with a preferred embodiment of the present invention, a set of building blocks for one or more portions of a mortarless free standing wall having two textured opposing sides includes an angle block 10 shown in
Angle Block 10
As shown in
As shown in
Primary core 42 is formed centrally in angle block 10 and extends to and between each of the load bearing faces 30, 32. An axis running centrally through primary core 42 is equidistant from side 38 and side 40 and is further equidistant from a midpoint on end 34 and a midpoint on end 36.
Primary core 42 is an internal core. That is, primary core 42 is spaced from each of the first and second sides 38, 40 and each of the first and second ends 34, 36.
The diameter or size of the primary core 42 in combination with the size of the secondary core portions 46, 50 is sufficiently large so as to minimize the weight or mass of angle block 10 and sufficiently small so as to provide sufficient mass and strength to angle block 10 such that a set of angle blocks 10, alone or in combination with other building blocks, can make up a free standing wall.
Endless interlock 54 runs about a perimeter of the primary core 42 on first load bearing face 12 so as to be curved or arcuately shaped so as to cooperate with one of a secondary core wall of an adjacent building block, such as secondary core walls 48, 52 of an adjacent angle block 10, that is placed at an immediately adjoining level. Such a curved or arcuate shape, or more preferably a circular shape, and most preferably an endless circular shape, permits rotational adjustment of angle block 10 relative to another building block while maintaining an interlock between the blocks. Building blocks interlock when two adjacent blocks at the same level are placed end to end, preferably without glue, such that confronting secondary core portions form a secondary core and thus a receptor for endless interlock 54 of a building block, such as angle block 10, at an immediately adjoining level.
It can be seen from a section view that endless interlock 54 includes a cylindrical wall surface portion 70 running parallel and in line with cylindrical wall 44, a top endless surface portion 72 running outwardly from cylindrical wall surface portion 70 and extending generally parallel to load bearing face 30, and a tapering or beveled endless surface 74 tapering from top endless surface portion 72 to load bearing face 30. Again, the seat for endless interlock 54 is a secondary core formed by two secondary core portions. Such a secondary core or seat includes secondary core portion walls, such as walls 48, 52, that run normal to a second load bearing face, such as face 32. The tapering or beveled endless surface 74 aids in aligning endless interlock 54 with the walls of the secondary core portions. The radius of endless interlock 54, measured at the intersection between tapering or beveled endless surface 74 and load bearing face 30, is substantially equal to, and preferably slightly less than, the radius of secondary core walls, such as secondary core walls 48 and 52. As shown in
End 34 is disposed opposite end 36. End 34 includes a first generally flat surface or face 80 and a second generally flat surface or face 82, with each of the flat surfaces 80, 82 running normal to load bearing faces 30, 32. Secondary core portion 46 is formed intermediate the flat surfaces 80, 82. Flat surfaces 80, 82 lie in a plane that is oblique to each of sides 38, 40. End 36 includes a first generally flat portion 84 and a second generally flat surface 86, with each of the flat surfaces 84, 86 running normal to load bearing faces 30, 32. Secondary core portion 50 is formed between the flat surfaces 84 and 86. Flat surfaces 84, 86 lie in a plane that is oblique to each of sides 38, 40. The plane in which flat portions 80, 82 are disposed is oblique relative to the plane in which flat portions 84, 86 are disposed. Each of the flat portions 80, 82, 84, 86 is transverse to or lies at a crosswise direction relative to faces 30, 32 and sides 38, 40. By virtue of the mutually inclining ends 36, 38, a set of angle blocks 10, alone or in combination with other blocks, can form either a curved row of blocks or a straight row of blocks or a combination of both so as to form, for example, an undulating or serpentine row of blocks. As shown in
Sides 38, 40 of angle block 10 are disposed opposite of each other. Each of the sides 38, 40 is disposed generally in a plane that is generally parallel to the plane of the other side. Each of the sides 38, 40 is transverse to or lies at a crosswise direction relative to load bearing faces 30, 32 and ends 34, 36. Sides 38, 40 form the exterior vertical faces of the free standing wall. Sides 38, 40 are preferably textured so as to form a double-sided textured wall.
Angle Block 12 Having a Splitter Wedge
As shown in
Space 90 is a marker or aid for splitting angle block 12, such as in the field, into at least two portions along a plane 98 that runs substantially normal to faces 30, 32. Once split, such as with a chisel or other wedged-shaped tool or such as with a saw, right hand straight and left hand straight blocks are formed. Portion or block 100 forms a left hand straight building block and portion or block 102 forms a right hand straight building block such that each of portions 100, 102 have a face formed along plane 98 that is normal to its respective sides 38 and 40 and oblique to its respective surfaces 80, 82 and 84, 86.
Angle block 12 does not require field modification. If available, angle block 10 with the endless interlock 54 is preferred. However, where angle block 10 is not available, angle block 12 may be substituted for the angle block 10.
Mold Layout for Angle Blocks 10 and 12
As shown in
In
In
Stretcher Block or Double Unit Block 14
Stretcher or double unit block 14 is shown in
Stretcher block 14 further includes a central or relatively large second inner core 122 defined by a cylindrical or core wall 124 and, on either side of the relatively large second inner core 122, a pair of relatively small inner first cores 126, 128 defined by respective cylindrical or core walls 130, 132.
Stretcher block 14 further includes a secondary or end core portion or end arcuate recess or seat 134 defined by a cylindrical or core wall 136 and a secondary or end core portion or end arcuate recess or seat 138 defined by a cylindrical or core wall 140.
Stretcher block 14 further includes an endless interlock 142 about a perimeter of relatively small inner core 126 and an endless interlock 144 about a perimeter of relatively small inner core 128.
Stretcher block 14 further includes four corner faces or chamfers 146, 148, 150 and 152.
First loading bearing face 110 is disposed opposite of second load bearing face 112. Each of the load bearing faces 110, 112 is disposed in a plane that is parallel to the plane of the other load bearing face. Each of the load bearing faces 110, 112 is transverse to or lies at a crosswise direction relative to ends 114, 116. Generally, each of the load bearing faces 110, 112 is a parallelogram. Specifically, each of the load bearing faces 110, 112 is bounded by a set of 12 edges formed by the corner faces or chamfers 146, 148, 150, and 152, the ends 114, 116 having the secondary walls or recesses 136, 138, and the sides 118, 120.
Central core 122 is formed centrally in stretcher block 14 and extends to and between each of the load bearing faces 110, 112. An axis running centrally through central core 122 is equidistant from side 118 and side 120 and is further equidistant from a midpoint on end 114 and a midpoint on end 116.
The diameter or size of the central core 122, in combination with the diameter or size of relatively small inner cores 126, 128, and further in combination with the diameter or size of secondary core portions 134, 138, is sufficiently large so as to minimize the weight or mass of stretcher block 14 and sufficiently small so as to provide sufficient mass and strength to stretcher block 14 such that a set of stretcher blocks 14, alone or in combination with other building blocks, can make up a free standing wall.
Each of cores 122, 126 and 128 is an inner core. That is, each of cores 122, 126, 128 is spaced from each of the first and second sides 118, 120 and each of cores 122, 126 and 128 is spaced from each of the ends 114, 116. Each of the cores 122, 126 and 128 is spaced from each other.
Each of the endless interlocks 144 runs about the perimeter of its respective inner cores 126 and 128 on first load bearing face 110 so as to be curved or arcuately shaped so as to cooperate with one of a secondary core wall of an adjacent building block that is placed at an immediately adjoining level. Such a curved or arcuate shape, or more preferably a circular shape, and most preferably an endless circular shape, permits rotational adjustment between confronting building blocks while maintaining an interlock between the blocks. Stretcher block 14 interlocks with other building blocks when two adjacent blocks are placed end to end, preferably without glue, such that confronting secondary core portions form a secondary core and thus a receptor for one of the endless interlocks 142 at an immediately adjoining level.
The endless interlocks 142, 144 are identical in shape to endless interlock 54 and include a cylindrical wall surface portion 154 running parallel and in line with its respective cylindrical wall 130, 132, a top endless annular surface portion 156 running outwardly from cylindrical wall surface portion 154 and extending parallel to load bearing face 110, and a tapering or beveled endless surface 158 tapering from top endless surface portion 156 to first load bearing face 110.
One seat for endless interlocks 142, 144 is a secondary core formed by two confronting secondary core portions. Such a secondary core or seat includes secondary core portion walls, such as walls 48 and 52 of angle block 10 or angle block 12 or walls 136 and 140 of stretcher block 14, stretcher block 16, and stretcher block 18, or secondary core portion walls of corner block 20. These secondary core portion walls run normal to a second load bearing face, such as face 112.
Another seat for endless interlocks 142, 144 is the cylindrical wall 124 of primary core 122. Cylindrical wall 124 of primary core 122 is also a seat for the endless interlock 54 or the discontinuous interlock 92 or any of the interlock segments 94.
Like endless interlock 54, endless interlocks 142 and 144 include the tapering or beveled endless surface 158 that aids in aligning endless interlocks 142 and 144 with the walls of the secondary core portions. Like endless interlock 54, each of endless interlocks 142 and 144 have a radius, measured at the intersection between tapering surface 158 and first load bearing face 110, that is substantially equal to, and preferably slightly less than, the radius of secondary core walls, such as secondary core walls 48, 52, 136 and 140. Endless interlocks 142 and 144 are molded or formed at the same time as stretcher block 14 such that endless interlocks 142 and 144 are one-piece and integral with stretcher block 14.
End 114 is disposed opposite end 116. End 114 includes a first face or generally flat surface 160 and a second face or generally flat surface 162, with each of the flat surfaces 160, 162 running normal to load bearing faces 110, 112. Secondary core portion 134 is formed intermediate the flat surfaces 160, 162. Flat surfaces 160, 162 lie in a plane that is oblique to each of sides 118 and 120.
End 116 includes a first face or generally flat surface 164 and a second face or generally flat surface 166, with each of the flat surfaces 164, 166 running normal to load bearing faces 110, 112. Secondary core portion 138 is formed intermediate the flat surfaces 164, 166. Flat surfaces 164, 166 lie in a plane that is oblique to each of sides 118 and 120.
The plane in which the pair of flat surfaces 160, 162 lies is parallel to the plane in which the pair of flat surfaces 164, 166 lies.
Each of the flat portions 160, 162, 164 and 166 is transverse to or lies at a crosswise direction relative to faces 110, 112 and sides 116, 118.
By virtue of the ends 114, 116 having parallel flat surfaces, stretcher blocks 14 placed end to end form a straight line or straight wall portion. In such a straight wall portion, since ends 114, 116 have parallel flat surfaces, sides 118 may be aligned with each other or side 118 may be aligned with side 120.
On top of such a straight wall portion, other stretcher blocks 14 may be placed in a staggered relationship such that one of the endless interlocks 142, 144 of a lower block 14 is seated in a secondary core formed by two confronting secondary core portions 134 and 138 of the upper straight wall portion and such that the other of the endless interlocks 142, 144 of the upper block 14 is seated in a central core 122 of an upper block 14. Such a staggered relationship forms an interlocking wall of building blocks.
Stretcher block 14 may be used in combination with angle blocks 10, 12 to provide curves in walls or undulating or serpentine patterns in walls formed by blocks 10, 12, 14, 16, 18, and 20.
Sides 118, 120 of stretcher block 14 are disposed opposite of each other. Each of the sides 118, 120 is disposed generally in a plane that is generally parallel to the plane of the other side. Each of the sides 118, 120 is transverse to or lies at a crosswise direction relative to load bearing faces 110, 112 and ends 114, 116. Sides 118, 120 form the exterior vertical faces of the free standing wall. Sides 118, 120 are preferably textured so as to form a double-sided textured wall.
Stretcher Block or Double Unit Block 16 Having a Splitter Wedge at the Primary Core
As shown in
Splitter wedges 170 serve as an aid for field modification of stretcher block 16. That is, by splitting block 16 along the plane defined by the pair of splitter wedges 170, a left hand straight block or block portion 172 and a left hand straight block or block portion 174 is formed, with each of the newly formed blocks 172, 174 having secondary wall portions or seats for interlocks.
It should be noted that stretcher block 16 does not require field modification and may, if desired, be used in the same manner as stretcher block 14.
Stretcher Block or Double Unit Block 18 Having a Splitter Wedge at One Interlock
As shown in
Discontinuous interlock 182 is the same as discontinuous interlock 92 such that one interlocking segment 184 has a pair of ends or end faces 188 that are spaced from the ends or end faces 188 of the other interlocking segment 186 so as to therebetween form the splitter wedge or space or recess 180. Space 180 runs to and between each of the load bearing faces 110, 112. Space 180 opens to and communicates with the inner core 128.
Splitter wedge 180 is a marker or aid for splitting stretcher block 18 into a one-quarter portion or left hand straight block 190 and a three-quarter portion or left hand straight block 192. Spaces 180 are aligned with each other on a plane running normal to ends 110, 112 and sides 118 and 120. Once split, the blocks 190 and 192 have end faces that run normal to ends 110, 112 and sides 118 and 120.
It should be noted that stretcher block 18 does not require field modification and may, if desired, be used in the same manner as stretcher block 18.
Mold Layout for Stretcher Blocks 14, 16, and 18
As shown in
Corner Block 20
As shown in
First load bearing face 202 is disposed opposite of second load bearing face 204. Each of the load bearing faces 202, 204 is disposed in a plane that is parallel to the plane of the other load bearing face. Each of the load bearing faces 202, 204 is transverse to or lies at a crosswise direction relative to ends 206, 208. Generally, each of the load bearing faces 202, 204 is trapezoidal. Specifically, each of the load bearing faces 202, 204 is bounded by a set of ten edges formed by chamfers 222, 224, 226, 228, flat end 206, end 208 having a secondary core portion, and sides 210, 212.
Central core 214 is generally formed centrally in corner block 20 and extends to and between each of the load bearing faces 202 and 204. An axis running centrally through central core 214 is equidistant from sides 210 and 212 and is further generally equidistant from ends 206 and 208.
More particularly, an axis 229 running centrally through central core 214 and an axis 231 running centrally through inner core 218 are spaced from each other by a distance equal to the distance between axis 231 and axis 233, which runs centrally through a secondary core portion 230 of end 208, where secondary core portion 230 is defined by cylindrical wall 232.
Such set distance between axis 229 and 231 and between axis 231 and 233 is also the set distance between 1) the axis of core 42 and the axis of each of the secondary core portions 46, 50 of angle blocks 10 and 12; 2) the axis of central core 122 and the axis of each of the inner cores 126 and 128 of stretcher blocks 14, 16 and 18; 3) the axis of inner core 126 and the axis of secondary core portion 138 of stretcher blocks 14, 16 and 18; 4) the axis of inner core 128 and the axis of secondary core portion 134 of stretcher blocks 14, 16 and 18.
The diameter or size of the central core 214 in combination with the inner core 218 is sufficiently large so as to minimize the weight or mass of the corner block 20 and sufficiently small so as to provide sufficient mass and strength to corner block 20 such that a set of corner blocks, alone or in combination with other building blocks, can make up a free standing wall.
Corner block 20 does not include an interlock such as interlock 54. However, cylindrical wall 220 of inner core 218 is the same diameter as the cylindrical walls of 1) 44 and 70 of angle blocks 10 and 12; and 2) cylindrical walls 130 and 132 of stretcher blocks 14, 16, and 18 such that piping can be introduced through inner core 218 and cores of other blocks 10, 12, 14, 16, 18 and 20.
It should further be noted that cylindrical wall 216 of central core 214 has the same radius as secondary core portion 230, which radius is the same as 1) secondary core portions 46, 50 of angle blocks 10 and 12; and 2) central core 122 and secondary core portions 134 and 138 of stretcher blocks 14, 16 and 18.
It should further be noted that central core 214, like other central or primary cores, is a seat for a continuous interlock or one or more interlocking segments.
It should further be noted that secondary core portion 230, like other secondary core portions, is a seat for a continuous interlock or one interlocking segment.
End 206 is disposed opposite of end 208. End 206 is flat and runs in a plane normal to load bearing faces 202, 204 and sides 210, 212. End 208 includes a first flat surface 234 and a second flat surface 236, with each of the flat surfaces 234, 236 running normal to load bearing faces 202, 204. Secondary core portion 230 is formed intermediate the flat surfaces 234, 236. Flat surfaces 234, 236 lie in a plane that is oblique to each of sides 210, 212 and that is further oblique to the plane in which flat end 206 lies. Each of the flat surfaces 234, 236 is transverse to or lies at a crosswise direction to faces 202, 204 and sides 210, 212.
By virtue of flat end 206 and oblique end 208 having an interlock seat or secondary core portion 230, corner block 20 may form a portion of a corner or end of a free standing wall, with flat end 206 possibly being a terminal portion of the corner or end of the free standing wall. Such a free standing wall or row of building blocks may then run from oblique end 208.
Sides 210, 212 of corner block 20 are disposed opposite of each other. Each of the sides 210, 212 is disposed generally in a plane that is generally parallel to the plane of the other side. Each of the sides 210, 212 is transverse to or lies at a crosswise direction relative to load bearing faces 202, 204 and ends 206, 208. Sides 210, 212 and flat end 206 for exterior vertical faces of a free standing wall and are preferably textured so as to form a double-sided textured wall with corners or ends that are also textured.
Corner block 20 may be used “right-side up” or “upside-down.” In other words, either of the load bearing sides may be above the other. Likewise, blocks 10, 12, 14, 16, and 18 may be used with either of the load bearing sides at a higher level.
Mold Layout for Corner Block
As shown in
Mold layout 240 further includes split lines or planes 246 for forming flat end 206 and that divide flat end 206 from an excess masonry portion 248.
Remaining portions of corner block 20 confront mold portions 250 and these other portions includes at least the load bearing faces 202, 204, the end 208 having the secondary core portion 230, cylindrical wall 216 of central relatively large core 214, cylindrical wall 220 of inner relatively small core 218, and chamfers 222, 224, 226 and 228.
Cap Block 22
As shown in
It should be noted that width of cap 22 (distance between sides 274 and 276) is greater than the width of any of the building blocks 10, 12, 14, 16, 18 and 20 (distance between the sides of such blocks) such that the cap 22 overhangs such building blocks.
It should be noted that cap 22 may or may not be placed directly over respective building blocks, but that the caps 22 may be placed in a staggered fashion relative to building blocks immediately below. In other words, in a row of building blocks, a line is formed where two ends of adjacent building blocks confront. A cap 22 may be placed directly over such a line to conceal the location where adjacent building blocks confront each other.
Mold Layout for Cap Block
As shown in
Post Cap Block 24
Post cap block 24 is shown in
When two post cap blocks 24 are placed back to back such that back sides 298 confront each other, a post cap is formed so as to be placed on top of a post, such as post 312 (shown in
Mold Layout For Post Cap Block
A mold 300 for the post cap block 24 is shown in FIG. 14. Post cap block 24 preferably includes no textured portions. Accordingly, all surfaces of the post cap block 24 are confronted by mold 300 or mold portions 302.
A Straight Wall
A Curved Wall
A Corner
Corner wall portions, such as corner wall portion 310 is shown in
A Post
Each of the masonry posts 312 includes a pair of post caps blocks 24 placed end to end so as to form a post cap. The post cap preferably is sufficiently large so as to somewhat overhang the sides of the post.
Piping
As shown in
Such piping is easily cut by a pipe cutter in the field. Piping may be preferred where walls or wall portions are greater than about three or about four feet in height.
Random Looks
Further, one or more of the blocks in the random look may have scores 330 formed in the surface to provide the appearance of a half-block when in actuality the block is a full block, such as stretcher block 14. As to forming such a score 330, the following U.S. patents are incorporated by reference in their entireties: the Bott U.S. Pat. No. 6,082,067 issued Jul. 4, 2000 and entitled Dry Stackable Block Structures and the Bott U.S. Pat. No. 6,322,742 issued Nov. 27, 2001 and entitled Method of Producing Stackable Concrete Blocks.
A Serpentine Wall
A serpentine or undulating wall can be formed by 1) curved wall combinations, 2) straight wall combinations and/or 3) curved and straight wall combinations. For example,
Another type of serpentine wall is shown in
Blocks of the present invention, other than that shown in
With all other factors being equal, a serpentine wall has a relatively great amount of stability when compared to a straight wall. For example, whereas a straight wall may be considered to have stability merely along the longitudinal length of the wall, a serpentine wall has stability both in the longitudinal and lateral directions.
Stability of the Wall
Stability of a wall formed by one or more blocks of the present invention is provided by one or more of the following features: 1) the interlocking and seating features of the blocks; 2) the mass of the blocks used in the wall; 3) the flatness of the upper and lower faces of the blocks; 4) the shape of the wall, especially where serpentine or zig-zag or “step function” like walls are built; and 5) piping, as described above, running downwardly in the cores and driven into the ground.
Stability of the Wall—Interlocking of the Blocks
As to the interlocking and seating features, the interlocks (54, 92, 94, 96, 142, 144, 182, 184, 186) of lower blocks can be seated in the relatively large cores (122, 214) and in the secondary cores formed by the secondary core portions (46, 50, 134, 138, 230) of the upper blocks. It should be noted that the relatively small cores (42, 126, 128, 218) cannot provide seats for the interlocks since these relatively small cores are of a lesser size (lesser radius or diameter) than the outside diameter or radius of the interlocks. Cores 42, 126, 128 and 218 are interlock-excluding cores. Cores 122, 214 are interlock-receiving or interlock-seating cores. The secondary cores are interlock-receiving or interlock-seating cores, such as via their size or such as via their shape. The interlocks cannot fit into the such relatively small cores 42, 126, 128 and 218 and thereby provide a warning to one constructing a wall that he or she has not found a proper interlocking fit. In other words, the only proper fit between adjoining blocks of different height is a self-aligning interlocking fit.
In still other words, if, upon laying one of the blocks upon a lower row of blocks, the lower face of the just laid down block is flat against the upper face of the lower row, then one can be assured that he or she has an interlocking fit. In yet other words, adjoining blocks of different height do not interlock if one attempts to seat an interlock core upon an interlock.
Stability of the Wall—Mass or Density of the Block
As to the mass or weight of the blocks, the density of a block is preferably between about 120 pounds per cubic foot and about 140 pounds per cubic foot, more preferably between about 125 and about 140 pounds per cubic foot, and most preferably between about 130 pounds per cubic foot and about 140 pounds per cubic foot. The weight of a block is preferably sufficiently small to permit the block to be managed by a homeowner (e.g., to be lifted into place about three or four feet from the ground by an adult woman or adult man of average strength). The weight of the block is preferably as great as possible to lend as much stability to the wall as possible.
Stability of the Wall—Flatness of the Load Bearing Faces
Without taking into account the interlocks or interlocking segments, the upper faces (30, 110, 202) and lower faces (32, 112, 204) of the blocks (10, 12, 14, 16, 18, 20) are preferably as flat as possible. In other words, the upper and lower faces are preferably free of recesses or extensions except for the interlocks, cores and secondary core portions. In still other words, not taking into account the interlocks, cores, or secondary core portions, the upper and lower faces are preferably 90% free of such nonflat features, more preferably 95% free of such nonflat features, and yet more preferably 99% free of such nonflat features, and most preferably 99.9% or more free of such nonflat features. In considering flatness, the standard rough surface of a cement block and the usual nicks in a surface of such cement block are not taken into account. Given the standard rough surface and the usual nicks, the upper and lower faces are substantially flat with no recesses, no grooves, no scores, no extensions, no nubs, no ribs, or any other feature deviating from a flat surface. Such flatness provides a downward load or force that is equalized or spread out over the entire wall, thereby providing for relatively great stability. Flatness further means that “all points of the upper surface shall be contained between two parallel planes, the base plane and the roof plane, separated by a distance no greater than that specified and that all points of the lower surface shall be contained between two parallel planes, the base plane and the roof plane, separated by a distance no greater than that specified.” Such a specified distance is preferably less than about one-quarter of an inch, more preferably less than about one-eighth of an inch, yet more preferably less than about one-sixteenth of an inch, and most preferably less than about one-thirty seconds of an inch. Flatness further means that the upper surface lies in a plane that is parallel to a plane in which the lower surface lies.
Such blocks where flatness is maximized also provide for maximizing friction in the lateral and longitudinal directions. This minimizes the chance that during construction of a wall, a block is knocked or slid off a wall, whereupon the block break upon hitting the ground.
Composition of Blocks
Each of the blocks 10, 12, 14, 16, 18, 20, 22, 24 may be formed by almost any variety of a concrete mixture or fill. The mixture or fill may depend upon a number of factors, including the desired strength of the block, the desired water absorption, the desired density, the desired shrinkage and other physical characteristics. A cementations mixture for such blocks may include one or more of cement, fly ash, water, sand, gravel, rock, plasticizers, water proofing agents, crosslinking agents, dyes, colorants, and pigments.
Exposed Surfaces of the Blocks
The exposed surfaces of the blocks of the present invention, such as where the exposed surfaces are the sides 38, 40 of angle blocks 10, 12, or the sides 118, 120 of stretcher blocks 14, 16, 18, or the sides 210, 212 and end 206 of corner block 20, are preferably finished. A finished surface may be textured or nontextured. A finished surface may be antiqued or nonantiqued. A finished surface that is textured is preferred. A finished surface that is textured by using the mold layouts of the present invention, such as the mold layouts of
Construction of walls according to the present invention provides the opportunity to have both vertical surfaces of the wall finished based on the form and fit of the individual units or blocks. This feature develops the basis for a structure that is functional and that is architecturally appealing.
This application claims the benefit under 35 U.S.C. §119(e) of U.S. Provisional Patent Application No. 60/438,960 filed Jan. 9, 2003.
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