US2545046A - Paving block - Google Patents

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US2545046A
US2545046A US615651A US61565145A US2545046A US 2545046 A US2545046 A US 2545046A US 615651 A US615651 A US 615651A US 61565145 A US61565145 A US 61565145A US 2545046 A US2545046 A US 2545046A
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blocks
block
bricks
beveled
adjoining
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Wilbur E Rownd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/04Pavings made of prefabricated single units made of bricks

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  • the invention relates generally to paving blocks or bricks, and ⁇ more particularly toY an improved paving block adapted for providing a monolithic pavement with all of the blocks securely interlocked.
  • Brick pavement for highways or streets has many advantages over other types of pavement, including ease of laying, the provision of a multitude of joints to take-care of expansion and contraction due to temperature changes, the ability to withstand heavy, high speed traffic with a minimum of maintenance, and the provision of a durable, non-skid surface -which is impervious to moisture and resistant to the action of salt,
  • the present standard paving brick is a rectangular clay block with sharp corners, about 4 inches wide, 4 inches deep and 8 inches long, and usually having two spacing ⁇ lugs on one side for abutting an adjoining brick to provide a space or joint into which a filler material is poured.
  • Such lugs require all the bricks to be laid with the lugs turned in the same direction, and the sharp corners readily spall or chip in handling.
  • Present practice is to lay or drop theA bricks in place on a cushion of sand whichv may be mixed with bitumen, the cushion being supported on a concrete base, and to flll the joints preferably with bitumen by pouring sufficient hot bitumen over the top surfaces of the bricks to ll the joints.
  • This pouring operation tends to form air pockets which leave voids in the joints.
  • the excess bitumen must then be scraped off the surface, and in order that it may be removed easily andA cleanly, it is necessary thoroughly to spray the top surfaces of all the bricks, before the bitumen is poured, with a water solution of calcium chloride or the like to prevent sticking of the bitumen to the brick top surfaces.
  • the filling of the joints can be accomplished in other ways, as by carefully pouring hot bitumen from a suitable spout into each individual joint, to avoid spreading it on the brick top surfaces but such operation is so slow and laborious that the cost of the same is prohibitive;
  • Another object is to provide a novel paving block which is adapted to produce va monolithic pavement in which all of thev individual blocks Vare securely interlocked with joint material.
  • Another object is to provide .a .novel paving :block which is adapted to form a key way with .adjoining blocks for receiving ller material.
  • a further object is to provide a paving block of novel design which is adapted Vto form interlocking joints in a pavement and openings accessible rfrom the top .surface of Athe pavement for lling the joints.
  • Another object is to provide a novel paving lock which will produce interlocking joints in pavement, said joints being adapted to be Vfilled rapidly'a plurality at one time, without pouring ⁇ filler material on the top surface of the pavement.
  • Another object is to lprovide a novel paving block'which is reversiblevertically side-for-side, or horizontally end-for-end, and which is ⁇ not apt .to spall or chip during handling.
  • the nature of the novel paving block may be stated as including a block having top, bottom and side surfaces with 'a continuous horizontal key way .groove extending around its four sides midway of its top and bottom surfaces, and the four vertical corners being beveled to provide openings extending throughout the full depth of the brick and communicating with said groove, whereby a pavement composed of said novel blocks can be filled a plurality of joints at a time by inserting a nozzle into one of said vertical openings.
  • Figure 1 is a plan view of a portion of a pavement formed of the novel paving blocks
  • Fig. 2 is a fragmentary cross secional view thereof as on line 2 2, Fig. 1, showing the method of injecting the filler material in the joints between the blocks;
  • Fig. 3 is a fragmentary sectional view similar to Fig. 2, taken on line 3 3, Fig. 1;
  • Fig. 4 is an isometric view, on an enlarged scale, of the improved paving block
  • Fig. 5 is a fragmentary plan view, actual size, showing a ller nozzle positioned in one of the vertical openings formed by the beveled corners;
  • Fig. 6 is a plan view similar to Fig. 1 showing a portion of a pavement formed by hexagonal blocks having beveled cornersA and embodying the present invention
  • Fig. 7 is a cross sectional View as on line 1-1, Fig. 6;
  • Fig. 8 is a plan view of one of the improved hexagonal blocks on a larger scale
  • Fig. 9 is a side elevation thereof
  • Fig. 10 is a front elevation thereof.
  • Fig. 11 is a fragmentary plan view, actual size, showing a ller nozzle inserted in one of the vertical openings formed by the beveled corners of adjoining blocks.
  • the novel paving block or brick B has horizontal top and bottom surfaces I2, vertical side surfaces I3, and vertical end surfaces I4.
  • the block is preferably made of clay in the same manner as the standard paving prick, and may be approximately 8 inches long by 4 inches wide and 4 inches deep, in accordance with the dimensions of the standard paving brick.
  • the improved block may be made of other materials such as concrete or molded blocks consisting of an aggregate with a suitable binder, without departing from the scope of the invention as defined in the claims.
  • the improved block B is provided with a horizontal key way groove I5 extending continuously around the sides I3 and the ends I4, and located exactly midway between the top and bottom surfaces I2 of the block. Otherwise, the surfaces of the sides and ends I3 and I4 are planes.
  • the surfaces I6 of the groove may be formed substantially at 45 angles with the side and end surfaces I 3 and I4 and at right angles to each other, to form a groove which in cross section is one-half of a square, and when the bricks B varelaid as in Fig. 1, the grooves I5 of adjoining bricks form a square key Way extending entirely around each brick and between all of the bricks.
  • the cross-sectional shape of the groove may depend somewhat upon the method of manufacture of the improved blocks, and may vary considerably. All that is necessary, is to accomplish the interlocking feature without weakening the block structure.
  • Each of the corners of the improved block B are beveled, preferably on a 45 angle with the intersecting side surfaces, to provide beveled surfaces I 'I which intersect the surfaces I6 of the horizontal groove I5.
  • the beveled surfaces I'I extend throughout the full depth of the lock B, and when the blocks are laid in a pavement as in Fig. 1, the beveled surfaces I'l at the adjoining ends of two of the bricks B form, with the adjoining side surface I3 of another brick, a triangular vertical opening which extends throughout the depths of the bricks and communicates with the grooves I5 which form the key ways extending around the sides of the bricks.
  • the beveled surfaces I1 form vertical openings at each corner of each brick communicating with the horizontal key ways I5, so that a nozzle I8 can be inserted at any of the triangular openings for injecting filler into the key ways.
  • the filler is bitumen in a hot fluid condition and is injected from the nozzle I8 under pressure, it will flow rapidly along the key ways I5 of a plurality of adjoining blocks, and the key ways will act as reservoirs of filler material from which the joints between the bricks are completely filled.
  • the bricks B are laid with a joint space between all their adjoining surfaces, and if laid by hand such joint space is automatically provided when the brick dropper rapidly drops the bricks into place, the joint space between the adjoining surfaces I3 and I4 being actually about 1/8 inch as shown in Fig. 5, when the bricks are dropped in the usual manner. If laid mechanically, similar joint spaces may be provided by positive means as the bricks are laid.
  • the size of the beveled surfaces IT be properly related to the size of a suitable nozzle I8 for injecting the filler material, without structurally weakening the improved block, so that when the bricks are laid in the usual fashion, as shown in Figs 1 and 5, the triangular opening between the beveled surfaces I'I and the side surface I3 of an adjoining brick is such as to permit ready entry of the required size nozzle without providing too large an opening in which a stone or piece of foreign material might become lodged, or which would have the effect of weakening the pavement structure or roughening its surface.
  • hot bitumen material should be injected in the triangular vertical holes formed by the beveled surfaces I? through a nozzle made of standard 1A; inch to inch diameter pipe, under a pressure of two to four pounds per square inch, in order to obtain rapid ow of the filler into a plurality of the key ways I5 and from said key ways into the adjoining joints, so as to completely ll the joints and key ways between a plurality of bricks in a substantial area surrounding the nozzle location without overowing the brick top surfaces.
  • the beveled surfaces I'I should be about l inch wide, as shown in Fig. 5, in order to provide an opening into which 1A, inch pipe is easily inserted, and into which a inch pipe may also be inserted with a slight clearance.
  • the improved paving block may be made in fractional sizes known as "bats, a half block b being shown to fill out the end of every other row of blocks.
  • These half blocks b are of exactly the same construction as the block B except that they are one-half the length.
  • filler material such as cementgrout may be used within the scope-of the invention, as long as the material can be inserted in a liquid or semi-liquid condition and sets in a solid or semisolid condition so as to provide an interlocking joint.
  • Filler material such as bitumen in the key ways formed by the' grooves I5 acts as a reservoir which constantly maintains a suflicient quantity of ller material to seal perfectly all vertical surfaces of the adjoining blocks.
  • rIhe novel and improved paving block can be made in a variety of shapes, and by Way of eX- arnple in Figs. 6 to 11 inclusive, there is shown a hexagonal paving block embodying the present invention.
  • the block I-I is hexagonal in .plan view as shown in Figs. 6 and 8, and has its corners beveled throughout the depth of the block as indicated by the beveled surfaces 20.
  • the hexagonal block H may be about l2 inches between oppcsite side faces 2
  • the block is provided midway of its top and bottom surfaces 22 with a horizontal groove I5a extending continuously around all of the sides 2l, and the sides of the grooves are preferably formed substantially at 45 angles with the side surfaces 2l and at right angles to each other, to form a groove which in cross section is one-half of a square.
  • the cross sectional shape of the groove I5a may vary in the same manner as the cross sectional shape of the groove I5 without departing from the spirit of the invention.
  • the beveled surfaces 2i! at the corners of the block H extend throughout the full depth of the block and intersect the surfaces Ilia of the horizontal groove I5a so that when the blocks are laid as shown in Figs. 6 and 7, the three adjoining beveled surfaces 2I of adjoining blocks form triangular vertical openings which communicate with the grooves I5a of the adjoining blocks.
  • beveled surfaces 2e should be about l inch wide in order to provide a triangular opening large enough vthat a nozzle of 1/4 inch to inch pipe can be readily inserted with a slight clearance therein, and in Fig- 1l, I have shown the relation of the size of the triangular opening formed by the 1 inch wide bevel surfaces 26 to a inch diameter nozzle pipe.
  • the improved hexagonal block can be made in one-half blocks h, which have the same horizontal groove I5a extending around all sides midway of the top and bottom surfaces 22, but which are formed by bisecting the block H along the line 23 as shown in Fig. 8.
  • a layer of cushion material 26 is spread over the foundation 24 to a thickness of say about 1%; inch and levelled so as to provide a smooth bed on which to drop the blocks or bricks B.
  • the cushion material may vary, and is preferably a mixture of sand and bitumen.
  • the bricks B are then stacked across the roadway in piles or are conveyed into position for the brick dropper who rapidly drops them into place in rows as indicated in Fig. l, and the jar or shock of each brick as it is dropped auto- 6. matically provides a clearance between adj'oin-L ing bricks, which clearance is onthe average about 1A; inchA as indicated -in Fig.l 5.
  • the bricks B may be laid by mechanical means to attain the same result.
  • the filler material is injection by inserting a nozzle I8 in one of the openings formed at the beveled corners, in the manner previously described, and the filler material is preferably hot bitumen having a relatively high fluidity.
  • the hot bitumen is Yforced through the nozzle I8 ata pressure of preferably two to four pounds per square inch, it rapidly iills the adjoining Vcontinuous key ways I5 of adjoining bricks B, because the key ways communicate one with another, and from the key ways the bitumen gradually lls up the 1/8v inch spaces or joints between the brick surfaces, as indicated at -2'I in Figs. 2 and 3, so that a plurality of the key ways and joints in a substantial area surrounding the nozzle i8 are rapidly filled with the bitumen filler up to thetop surfaces I2 of the bricks.
  • a concrete foundation for the improved pavement formed of 'the novel paving blocks, and they may be laid o'n a semi-rigid base such as gravel, slag or other like material, or directly upon earth which has been properly shaped, drained and settled.
  • the useV of a' concrete foundation maybe less necessary with larger blocks, such as the hexagonal block H andk accordingly, in Fig. '7, the blocks H are shown laid upon a cushion 25a which rests directly on the ground 28, there being a curb 25a provided at the sides of the roadway.
  • 50/l provide square or rectangular key ways for receiving the ller material injected into the Vertical openings formed by the beveled surfaces 2U of adjoining blocks, and the grooves or key' ways' extend entirely around all of the blocks H and h, forming reservoirs from which the spaces or joints between the blocks are entirely lled.
  • the key ways I5 and I5@ provide a positive means for interlocking all of the bricks or blocks B or H together 'to form aV monolithic pavement which has ample joint space to take care of expansion and contraction due to temperature changes.
  • the bricks or blocks are readily adapted to be made of ⁇ baked clay and the like, which provides a non-skid surface and is impervious to moisture and resistant to the action of salt, calcium chloride vor rother chemicals used to remove ice and snow.
  • each Acorner of the bricks Bor the blocks I-I permit reversing the bricks or blocks to Aexpose either the topor bottom surfaces thereof, which facilitates handling and culling the bricks or blocks.
  • the groove I5 or I5a extending around all sides of the improved block provides a ready means for gripping and handling the blocks mechanically in connection with the mechanical handling of blocks during manufacturing, delivering, rehandling and placing them in position in a pavement.
  • the horizontal groove l or I5a provides a relatively large reservoir of ller material at each joint, insures that the joint will substantially prevent the entrance of moisture into the joints between the blocks, which insures longer life of the pavement and much less frost damage, because the presence of ice in the joints of the pavement is obviously very injurious.
  • the novel paving block is simple, economical to manufacture and handle, and provides a durable non-skid and stable monolithic pavement in which all of the blocks are securely interlocked.
  • a paving block having horizontal top and bottom surfaces and vertical plane side surfaces, the corners between intersecting side surfaces being beveled throughout the depth of the block to provide beveled surfaces, and said side surfaces having a continuous horizontal groove midway of said top and bottom surfaces, and extending entirely around the block and through said beveled Surfaces.
  • a paving block having horizontal top and bottom surfaces and vertical plane side surfaces
  • a pavement including a plurality of adjoining blocks each having horizontal top and bottom surfaces and vertical plane side surfaces, the vertical corners of each block being beveled throughout their depths to provide beveled surfaces substantially one inch wide, and said side surfaces having a continuous horizontal groove positioned midway of said top and bottom surfaces and extending entirely around the block and through said beveled surfaces, whereby the adjacent beveled surfaces of adjoining bricks form proper size nozzle openings to receive with a close fit a nozzle of l@ inch to 1%; inch diameter pipe for injecting ller material into the continuous horizontal grooves communicating with said opening, and said grooves and nozzle openings being filled with said ller material.
  • a pavement including a plurality of rows of adjoining blocks with the blocks in each row staggered with respect to the blocks in adjoining rows, each block having horizontal top and bottom surfaces, and vertical plane side surfaces, the vertical corners of each block being beveled throughout their depths to provide beveled surfaces substantially one inch wide, said side surfaces having a continuous horizontal groove mid- Way of said top and bottom surfaces and extending entirely around the block and through said beveled surfaces, and the adjacent beveled surfaces of adjoining blocks in each row forming with the side surface of a block in an adjoining row, triangular openings adapted to receive a filler nozzle of 1/4 inch to 1%; inch diameter pipe with a substantially close fit to fill the continuous horizontal grooves communicating with said opening, and said grooves and said triangular openings being lled with said ller material.
  • a pavement including a plurality of adjoining staggered blocks each having horizontal top and bottom surfaces and vertical plane side surfaces, the vertical corners of each block ben ing beveled throughout their depths to provide beveled surfaces, the side surfaces of each block having a continuous horizontal groove midway of its top and bottom surfaces and extending entirely around the block and through said beveled surfaces, the adjacent beveled surfaces of adjoining blocks forming filler openings for receiv ing ller material, and said horizontal grooves and ller openings being lled with plastic filler material.

Description

March 13, 1951 w. E. RowND 2,545,046
PAVING BLOCK Filed'Sept. l1, 1945 2 Sheets-Sheet 1 Flg. 3
gmc/YM Wilbur Rowrzd March 13, 1951 w. E. RowND PAVING BLOCK `2 Sheets-Sheet 2 Filed Sept. 1l, 1945 Wilbur E. Halma' m ry/3a Patented Mar. v13,l 1951 UNITED STATES PATENT OFFICE PAVING BLOCK Wilbur E. Rownd, Canton, Ohio Application September 11, 1945, Serial No. 615,651
Claims;
I The invention relates generally to paving blocks or bricks, and` more particularly toY an improved paving block adapted for providing a monolithic pavement with all of the blocks securely interlocked. y
Brick pavement for highways or streets has many advantages over other types of pavement, including ease of laying, the provision of a multitude of joints to take-care of expansion and contraction due to temperature changes, the ability to withstand heavy, high speed traffic with a minimum of maintenance, and the provision of a durable, non-skid surface -which is impervious to moisture and resistant to the action of salt,
calcium .chloride and other chemicals used to remove ice and snow.
The present standard paving brick is a rectangular clay block with sharp corners, about 4 inches wide, 4 inches deep and 8 inches long, and usually having two spacing` lugs on one side for abutting an adjoining brick to provide a space or joint into which a filler material is poured. Such lugs require all the bricks to be laid with the lugs turned in the same direction, and the sharp corners readily spall or chip in handling.
Present practice is to lay or drop theA bricks in place on a cushion of sand whichv may be mixed with bitumen, the cushion being supported on a concrete base, and to flll the joints preferably with bitumen by pouring sufficient hot bitumen over the top surfaces of the bricks to ll the joints. This pouring operation tends to form air pockets which leave voids in the joints. The excess bitumen must then be scraped off the surface, and in order that it may be removed easily andA cleanly, it is necessary thoroughly to spray the top surfaces of all the bricks, before the bitumen is poured, with a water solution of calcium chloride or the like to prevent sticking of the bitumen to the brick top surfaces.
Obviously, the calcium' chloride sprayed on the brick top surfaces will flow down the sides of the bricks, with the result that the bitumen poured in the joints will not adhere to the side surfaces of the bricks. Therefore, the individual bricks quickly become loose, and arek sometimes actually lifted entirely out of place by the traction of heavy tires rolling over the pavement.
The filling of the joints can be accomplished in other ways, as by carefully pouring hot bitumen from a suitable spout into each individual joint, to avoid spreading it on the brick top surfaces but such operation is so slow and laborious that the cost of the same is prohibitive;
Moreover, the provision of the lugs on one side only of each brick requires extra care and time in piling or stacking the bricks, all turned in the same way, in readiness for the brick layer or droppen It is an object of the present invention to provide a novel and improved paving block which will overcomeL the disadvantages of all prior paving bricks or blocks.
Another object is to provide a novel paving block which is adapted to produce va monolithic pavement in which all of thev individual blocks Vare securely interlocked with joint material.
Another object is to provide .a .novel paving :block which is adapted to form a key way with .adjoining blocks for receiving ller material.
A further object is to provide a paving block of novel design which is adapted Vto form interlocking joints in a pavement and openings accessible rfrom the top .surface of Athe pavement for lling the joints.
Another object is to provide a novel paving lock which will produce interlocking joints in pavement, said joints being adapted to be Vfilled rapidly'a plurality at one time, without pouring `filler material on the top surface of the pavement. y
Another object is to lprovide a novel paving block'which is reversiblevertically side-for-side, or horizontally end-for-end, and which is` not apt .to spall or chip during handling.
Finally, it is an object of the present invention to provide a novel and improved .paving block which is simple and economical to manufacture, practical to handle by hand or machine, and whichlends itself readily to the production of durable non-skid and stable pavements which are resistant to shock and to the action of the elements.
These and other objects which will be apparent from .the following description are accomplished by the parts, elements, constructions, arrangements, and combinations which comprise 'the .present invention, the nature of which isv set forth in the following general statement, preferred embodimentsof which are set forth in the following description and illustrated in the yaccompanying drawings, and which isV particularly and distinctly pointed out and set forth inv the appended claimsV forming part hereof.
In general terms, the nature of the novel paving block may be stated as including a block having top, bottom and side surfaces with 'a continuous horizontal key way .groove extending around its four sides midway of its top and bottom surfaces, and the four vertical corners being beveled to provide openings extending throughout the full depth of the brick and communicating with said groove, whereby a pavement composed of said novel blocks can be filled a plurality of joints at a time by inserting a nozzle into one of said vertical openings.
In the accompanying drawings, preferred embodiments of the invention are shown by way of example.
Figure 1 is a plan view of a portion of a pavement formed of the novel paving blocks;
Fig. 2 is a fragmentary cross secional view thereof as on line 2 2, Fig. 1, showing the method of injecting the filler material in the joints between the blocks;
Fig. 3 is a fragmentary sectional view similar to Fig. 2, taken on line 3 3, Fig. 1;
Fig. 4 is an isometric view, on an enlarged scale, of the improved paving block;
Fig. 5 is a fragmentary plan view, actual size, showing a ller nozzle positioned in one of the vertical openings formed by the beveled corners;
Fig. 6 is a plan view similar to Fig. 1 showing a portion of a pavement formed by hexagonal blocks having beveled cornersA and embodying the present invention;
Fig. 7 is a cross sectional View as on line 1-1, Fig. 6;
Fig. 8 is a plan view of one of the improved hexagonal blocks on a larger scale;
Fig. 9 is a side elevation thereof;
Fig. 10 is a front elevation thereof; and
Fig. 11 is a fragmentary plan view, actual size, showing a ller nozzle inserted in one of the vertical openings formed by the beveled corners of adjoining blocks.
Similar numerals refer to similar parts throughout the drawings.
Referring to Figs. 1 to 5 inclusive, the novel paving block or brick B has horizontal top and bottom surfaces I2, vertical side surfaces I3, and vertical end surfaces I4. The block is preferably made of clay in the same manner as the standard paving prick, and may be approximately 8 inches long by 4 inches wide and 4 inches deep, in accordance with the dimensions of the standard paving brick. For certain purposes, however, the improved block may be made of other materials such as concrete or molded blocks consisting of an aggregate with a suitable binder, without departing from the scope of the invention as defined in the claims.
As shown, the improved block B is provided with a horizontal key way groove I5 extending continuously around the sides I3 and the ends I4, and located exactly midway between the top and bottom surfaces I2 of the block. Otherwise, the surfaces of the sides and ends I3 and I4 are planes. As best shown in Figs. 2 and 3, the surfaces I6 of the groove may be formed substantially at 45 angles with the side and end surfaces I 3 and I4 and at right angles to each other, to form a groove which in cross section is one-half of a square, and when the bricks B varelaid as in Fig. 1, the grooves I5 of adjoining bricks form a square key Way extending entirely around each brick and between all of the bricks.
The cross-sectional shape of the groove may depend somewhat upon the method of manufacture of the improved blocks, and may vary considerably. All that is necessary, is to accomplish the interlocking feature without weakening the block structure.
Each of the corners of the improved block B are beveled, preferably on a 45 angle with the intersecting side surfaces, to provide beveled surfaces I 'I which intersect the surfaces I6 of the horizontal groove I5. The beveled surfaces I'I extend throughout the full depth of the lock B, and when the blocks are laid in a pavement as in Fig. 1, the beveled surfaces I'l at the adjoining ends of two of the bricks B form, with the adjoining side surface I3 of another brick, a triangular vertical opening which extends throughout the depths of the bricks and communicates with the grooves I5 which form the key ways extending around the sides of the bricks. Thus, when the bricks are laid up, the beveled surfaces I1 form vertical openings at each corner of each brick communicating with the horizontal key ways I5, so that a nozzle I8 can be inserted at any of the triangular openings for injecting filler into the key ways.
If the filler is bitumen in a hot fluid condition and is injected from the nozzle I8 under pressure, it will flow rapidly along the key ways I5 of a plurality of adjoining blocks, and the key ways will act as reservoirs of filler material from which the joints between the bricks are completely filled. As indicated in the drawings, the bricks B are laid with a joint space between all their adjoining surfaces, and if laid by hand such joint space is automatically provided when the brick dropper rapidly drops the bricks into place, the joint space between the adjoining surfaces I3 and I4 being actually about 1/8 inch as shown in Fig. 5, when the bricks are dropped in the usual manner. If laid mechanically, similar joint spaces may be provided by positive means as the bricks are laid.
It is important that the size of the beveled surfaces IT be properly related to the size of a suitable nozzle I8 for injecting the filler material, without structurally weakening the improved block, so that when the bricks are laid in the usual fashion, as shown in Figs 1 and 5, the triangular opening between the beveled surfaces I'I and the side surface I3 of an adjoining brick is such as to permit ready entry of the required size nozzle without providing too large an opening in which a stone or piece of foreign material might become lodged, or which would have the effect of weakening the pavement structure or roughening its surface.
I have determined that hot bitumen material should be injected in the triangular vertical holes formed by the beveled surfaces I? through a nozzle made of standard 1A; inch to inch diameter pipe, under a pressure of two to four pounds per square inch, in order to obtain rapid ow of the filler into a plurality of the key ways I5 and from said key ways into the adjoining joints, so as to completely ll the joints and key ways between a plurality of bricks in a substantial area surrounding the nozzle location without overowing the brick top surfaces. I have also determined that with a nozzle of l@ inch to 3/8 inch diameter pipe, the beveled surfaces I'I should be about l inch wide, as shown in Fig. 5, in order to provide an opening into which 1A, inch pipe is easily inserted, and into which a inch pipe may also be inserted with a slight clearance.
As shown in Figs. 1 and 2, the improved paving block may be made in fractional sizes known as "bats, a half block b being shown to fill out the end of every other row of blocks. These half blocks b are of exactly the same construction as the block B except that they are one-half the length. Other fractional sizes, such as one-third or two-thirds the length of the block B; can@ be made to correct any irregularities in the pavement and still maintain the proper filling and interlocking features.
f Other filler material such as cementgrout may be used within the scope-of the invention, as long as the material can be inserted in a liquid or semi-liquid condition and sets in a solid or semisolid condition so as to provide an interlocking joint. Filler material such as bitumen in the key ways formed by the' grooves I5 acts as a reservoir which constantly maintains a suflicient quantity of ller material to seal perfectly all vertical surfaces of the adjoining blocks.
rIhe novel and improved paving block can be made in a variety of shapes, and by Way of eX- arnple in Figs. 6 to 11 inclusive, there is shown a hexagonal paving block embodying the present invention. The block I-I is hexagonal in .plan view as shown in Figs. 6 and 8, and has its corners beveled throughout the depth of the block as indicated by the beveled surfaces 20. The hexagonal block H may be about l2 inches between oppcsite side faces 2| and may have a depth of about 4 inches if desired.
As shown in Figs. 9 and l0, the block is provided midway of its top and bottom surfaces 22 with a horizontal groove I5a extending continuously around all of the sides 2l, and the sides of the grooves are preferably formed substantially at 45 angles with the side surfaces 2l and at right angles to each other, to form a groove which in cross section is one-half of a square. The cross sectional shape of the groove I5a may vary in the same manner as the cross sectional shape of the groove I5 without departing from the spirit of the invention.
The beveled surfaces 2i! at the corners of the block H extend throughout the full depth of the block and intersect the surfaces Ilia of the horizontal groove I5a so that when the blocks are laid as shown in Figs. 6 and 7, the three adjoining beveled surfaces 2I of adjoining blocks form triangular vertical openings which communicate with the grooves I5a of the adjoining blocks.
I have determined that the beveled surfaces 2e should be about l inch wide in order to provide a triangular opening large enough vthat a nozzle of 1/4 inch to inch pipe can be readily inserted with a slight clearance therein, and in Fig- 1l, I have shown the relation of the size of the triangular opening formed by the 1 inch wide bevel surfaces 26 to a inch diameter nozzle pipe.
As shown in Figs. 6 and '7, the improved hexagonal block can be made in one-half blocks h, which have the same horizontal groove I5a extending around all sides midway of the top and bottom surfaces 22, but which are formed by bisecting the block H along the line 23 as shown in Fig. 8.
In laying a pavement of the blocks B in the arrangement of Fig. l, it may be desirable to provide a concrete foundation 24 with a usual concrete curb 25 at the sides thereof. After the foundation has set, a layer of cushion material 26 is spread over the foundation 24 to a thickness of say about 1%; inch and levelled so as to provide a smooth bed on which to drop the blocks or bricks B. The cushion material may vary, and is preferably a mixture of sand and bitumen. The bricks B are then stacked across the roadway in piles or are conveyed into position for the brick dropper who rapidly drops them into place in rows as indicated in Fig. l, and the jar or shock of each brick as it is dropped auto- 6. matically provides a clearance between adj'oin-L ing bricks, which clearance is onthe average about 1A; inchA as indicated -in Fig.l 5. Obviously, the bricks B may be laid by mechanical means to attain the same result.
After the bricks have beenr thus laid as indicated in- Fig. 1, the filler material isinjected by inserting a nozzle I8 in one of the openings formed at the beveled corners, in the manner previously described, and the filler material is preferably hot bitumen having a relatively high fluidity. As the hot bitumen is Yforced through the nozzle I8 ata pressure of preferably two to four pounds per square inch, it rapidly iills the adjoining Vcontinuous key ways I5 of adjoining bricks B, because the key ways communicate one with another, and from the key ways the bitumen gradually lls up the 1/8v inch spaces or joints between the brick surfaces, as indicated at -2'I in Figs. 2 and 3, so that a plurality of the key ways and joints in a substantial area surrounding the nozzle i8 are rapidly filled with the bitumen filler up to thetop surfaces I2 of the bricks.
It is apparent that injecting the bitumen filler in this manner avoids the formation of air pockets, because the openings at the beveled corners provide means for venting the air in the joints ras the ller flows through the adjoining key ways.
In some cases, it may notr be necessary to provide a concrete foundation for the improved pavement formed of 'the novel paving blocks, and they may be laid o'n a semi-rigid base such as gravel, slag or other like material, or directly upon earth which has been properly shaped, drained and settled. The useV of a' concrete foundation maybe less necessary with larger blocks, such as the hexagonal block H andk accordingly, in Fig. '7, the blocks H are shown laid upon a cushion 25a which rests directly on the ground 28, there being a curb 25a provided at the sides of the roadway.
As shown in Fig. '7, the grooves |50/l provide square or rectangular key ways for receiving the ller material injected into the Vertical openings formed by the beveled surfaces 2U of adjoining blocks, and the grooves or key' ways' extend entirely around all of the blocks H and h, forming reservoirs from which the spaces or joints between the blocks are entirely lled.
Thus, the key ways I5 and I5@ provide a positive means for interlocking all of the bricks or blocks B or H together 'to form aV monolithic pavement which has ample joint space to take care of expansion and contraction due to temperature changes. The bricks or blocks are readily adapted to be made of `baked clay and the like, which provides a non-skid surface and is impervious to moisture and resistant to the action of salt, calcium chloride vor rother chemicals used to remove ice and snow.
Moreover, the beveled surfaces of each Acorner of the bricks Bor the blocks I-I permit reversing the bricks or blocks to Aexpose either the topor bottom surfaces thereof, which facilitates handling and culling the bricks or blocks. Furthermore, the fact that the key way grooves I5 and I5a extend continuously around all sides of the blocks midway of the top and bottom surfaces thereof, without any projecting spacer lugs on any of the surfaces, saves time in handling and stacking the blocks in readiness for the brick dropper, because the blocks do not need to be turned all in one direction.
The groove I5 or I5a extending around all sides of the improved block provides a ready means for gripping and handling the blocks mechanically in connection with the mechanical handling of blocks during manufacturing, delivering, rehandling and placing them in position in a pavement.
Moreover, the fact that the horizontal groove l or I5a provides a relatively large reservoir of ller material at each joint, insures that the joint will substantially prevent the entrance of moisture into the joints between the blocks, which insures longer life of the pavement and much less frost damage, because the presence of ice in the joints of the pavement is obviously very injurious.
The novel paving block is simple, economical to manufacture and handle, and provides a durable non-skid and stable monolithic pavement in which all of the blocks are securely interlocked.
In the foregoing description, certain terms have been used for brevity, clearness and understanding, `but no unnecessary limitations are to be implied therefrom beyond the requirements of the prior art, because such words are used for descriptive purposes herein and are intended to be broadly construed.
Moreover, the embodiments of the improved construction illustrated and described herein are by way of example, and the scope of the present invention is not limited to the exact details of construction.
Having now described the invention, the construction, the operation and use, and preferred embodiments thereof, and the advantageous new and useful results obtained thereby; the new and useful constructions and reasonable mechanical equivalents thereof obvious to those skilled in the art, are set forth in the appended claims.
I claim:
1. A paving block having horizontal top and bottom surfaces and vertical plane side surfaces, the corners between intersecting side surfaces being beveled throughout the depth of the block to provide beveled surfaces, and said side surfaces having a continuous horizontal groove midway of said top and bottom surfaces, and extending entirely around the block and through said beveled Surfaces.
2. A paving block having horizontal top and bottom surfaces and vertical plane side surfaces,
the corners between intersecting side surfaces being beveled throughout the depth of the block to provide beveled surfaces substantially one inch wide, and said surfaces having a continuous horizontal groove midway of said top and bottom surfaces and extending entirely around the block and through said beveled surfaces.
3. A pavement including a plurality of adjoining blocks each having horizontal top and bottom surfaces and vertical plane side surfaces, the vertical corners of each block being beveled throughout their depths to provide beveled surfaces substantially one inch wide, and said side surfaces having a continuous horizontal groove positioned midway of said top and bottom surfaces and extending entirely around the block and through said beveled surfaces, whereby the adjacent beveled surfaces of adjoining bricks form proper size nozzle openings to receive with a close fit a nozzle of l@ inch to 1%; inch diameter pipe for injecting ller material into the continuous horizontal grooves communicating with said opening, and said grooves and nozzle openings being filled with said ller material.
4. A pavement including a plurality of rows of adjoining blocks with the blocks in each row staggered with respect to the blocks in adjoining rows, each block having horizontal top and bottom surfaces, and vertical plane side surfaces, the vertical corners of each block being beveled throughout their depths to provide beveled surfaces substantially one inch wide, said side surfaces having a continuous horizontal groove mid- Way of said top and bottom surfaces and extending entirely around the block and through said beveled surfaces, and the adjacent beveled surfaces of adjoining blocks in each row forming with the side surface of a block in an adjoining row, triangular openings adapted to receive a filler nozzle of 1/4 inch to 1%; inch diameter pipe with a substantially close fit to fill the continuous horizontal grooves communicating with said opening, and said grooves and said triangular openings being lled with said ller material.
5. A pavement including a plurality of adjoining staggered blocks each having horizontal top and bottom surfaces and vertical plane side surfaces, the vertical corners of each block ben ing beveled throughout their depths to provide beveled surfaces, the side surfaces of each block having a continuous horizontal groove midway of its top and bottom surfaces and extending entirely around the block and through said beveled surfaces, the adjacent beveled surfaces of adjoining blocks forming filler openings for receiv ing ller material, and said horizontal grooves and ller openings being lled with plastic filler material.
WILBUR E. ROWND.
- REFERENCES CITED The following references are of record in the le of this patent:
UNITED STATES PATENTS Number Name Date 254,269 Brown Feb. 28, 1882 1,613,587 Geraerdts Jan. 4, 1927 1,643,879 De Meyer Sept. 27, 1927 2,050,001 Gates Aug. 4, 1936 2,071,758 McKay Feb. 23, 1937 FOREIGN PATENTS Number Country Date 450,621 France Mar. 29, 1913 478,349 Great Britain Jan. 18, 1938 839,764 France 1939
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3118536A (en) * 1959-12-24 1964-01-21 Joslyn Mfg & Supply Co Package and method of processing and packaging
US3238855A (en) * 1962-06-07 1966-03-08 Lockheed Aircraft Corp Informational marker
US4546583A (en) * 1983-12-05 1985-10-15 Gary Hussar Modular building construction system
WO1995009277A1 (en) * 1993-09-30 1995-04-06 Kline James R Method and assembly for fabrication pavers
US5598679A (en) * 1994-12-20 1997-02-04 Orton; Michael V. Cast concrete block and method of making same
US9499950B1 (en) * 2015-11-06 2016-11-22 Lee A. Smith Revetment block mat with linear sides

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US254269A (en) * 1882-02-28 Slab or block for pavements or floors
FR450621A (en) * 1912-11-15 1913-03-29 Leon Rappaport Dust-free paving
US1613587A (en) * 1923-08-21 1927-01-04 Jean H Geraerdts Reenforcement of plaster blocks
US1643879A (en) * 1926-04-22 1927-09-27 Meyer Emil De Cement-block pavement
US2050001A (en) * 1936-02-08 1936-08-04 Atlas Mineral Products Company Method of laying tile floors
US2071758A (en) * 1935-04-19 1937-02-23 Mckay John Method of waterproofing structures
GB478349A (en) * 1937-05-28 1938-01-18 Arthur Stephenson Improvements in paving slabs
FR839764A (en) * 1937-12-16 1939-04-12 elements for floor coverings

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US254269A (en) * 1882-02-28 Slab or block for pavements or floors
FR450621A (en) * 1912-11-15 1913-03-29 Leon Rappaport Dust-free paving
US1613587A (en) * 1923-08-21 1927-01-04 Jean H Geraerdts Reenforcement of plaster blocks
US1643879A (en) * 1926-04-22 1927-09-27 Meyer Emil De Cement-block pavement
US2071758A (en) * 1935-04-19 1937-02-23 Mckay John Method of waterproofing structures
US2050001A (en) * 1936-02-08 1936-08-04 Atlas Mineral Products Company Method of laying tile floors
GB478349A (en) * 1937-05-28 1938-01-18 Arthur Stephenson Improvements in paving slabs
FR839764A (en) * 1937-12-16 1939-04-12 elements for floor coverings

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3118536A (en) * 1959-12-24 1964-01-21 Joslyn Mfg & Supply Co Package and method of processing and packaging
US3238855A (en) * 1962-06-07 1966-03-08 Lockheed Aircraft Corp Informational marker
US4546583A (en) * 1983-12-05 1985-10-15 Gary Hussar Modular building construction system
WO1995009277A1 (en) * 1993-09-30 1995-04-06 Kline James R Method and assembly for fabrication pavers
US5598679A (en) * 1994-12-20 1997-02-04 Orton; Michael V. Cast concrete block and method of making same
US9605389B1 (en) 2014-11-06 2017-03-28 Lee A. Smith Revetment block mat using toe blocks with linear sides
US9499950B1 (en) * 2015-11-06 2016-11-22 Lee A. Smith Revetment block mat with linear sides

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