US3136022A - Joint forming device - Google Patents

Joint forming device Download PDF

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US3136022A
US3136022A US75393A US7539360A US3136022A US 3136022 A US3136022 A US 3136022A US 75393 A US75393 A US 75393A US 7539360 A US7539360 A US 7539360A US 3136022 A US3136022 A US 3136022A
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concrete
joint forming
forming device
outer member
inner member
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US75393A
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Martin R Dohren
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Rotuba Extruders Inc
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Rotuba Extruders Inc
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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
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/02Devices for making, treating or filling grooves or like channels in not-yet-hardened paving, e.g. for joints or markings; Removable forms therefor; Devices for introducing inserts or removable insert-supports in not-yet-hardened paving
    • E01C23/021Removable, e.g. reusable, forms for grooves or like channels ; Installing same prior to placing the paving

Definitions

  • This invention relates to the class of masonry and concrete construction and more particularly to a joint forming device for use in roads, pavements, walls, and other types of concrete construction.
  • a joint forming device which may be used and reused upwards of 20 or more times yet which is constructed out of very inexpensive material such as eX- truded synthetic-plastics and which is so constructed as to provide for enabling the ready withdrawal thereof from the groove which is formed in the concrete after the concrete has set,
  • a further object of the present invention resides in the provision of a joint forming device which may be extruded out of any readily available synthetic plastic material such as polyvinyl chloride, polystyrene, polyethylene, or the like, which is very light in weight, and which may be conveniently made in various sizes and stored for future use because of the relatively little bulk thereof.
  • Joint forming devices in the past have been constructed out of elongated strips of approximately 12 foot lengths so as to entirely span a strip of concrete pavement or the like.
  • this joint forming devices there has been considerable bowing of the joint forming devices.
  • the joint forming devices are made in two portions the bowing is often unequal and therefore when attempts are made to use the members together they are often entirely unsatisfactory or entirely useless. It is therefore one of the concepts of the present invention to provide an interlocking means between an inner and outer member whereby the joint forming device if it bows or warps at all will still be completely usable.
  • the present invention overcomes this disadvantage by providing a novel interlocking means which not only effectively holds the inner member in position, but also effectively seals the outer member against penetration thereof by any of the concrete mix.
  • One of the important features of the present invention lies in the utilization of a novel interlock having cam surfaces which facilitate the interlocking engagement of the tongue within the grooves yet which permit the ready withdrawal of an inner member from the outer member.
  • Another feature of the invention resides in the utilization of an inner member provided with flanges along the top thereof which overlie the outer member so as to provide a seal while also providing means for facilitating the ready withdrawal of the inner member from within the outer member, after the concrete has set.
  • Still further objects and features of this present invention reside in the provision of a joint forming device of simple construction, capable of being rapidly manufactured especially by means of extrusion, which can be produced in any desired length, which is highly efficient in use, and which will result in a considerable decrease in the cost of constructing 'a concrete road, pavement, or other types of concrete structures.
  • FIG. 1 is a partial exploded perspective view of a portion of the joint forming device constructed in accordance with the concepts of the present invention
  • FIG. 2 is a sectional detail view illustrating the joint forming device as inserted in concrete pavement
  • FIG. 3 is a view similar to FIG. 2 illustrating the manner in which the inner member is withdrawn from the outer member;
  • FIG. 4 is a sectional detail view similar to FIGS, 2 and 3 but illustrating the invention with the inner member withdrawn and with the spring action of the outer member causing it to withdraw from the sides of the groove of the joint formed in the concrete pavement;
  • FIG. 5 is a sectional detail View of a portion of a concrete pavement illustrating the joint after the joint forming device has been removed and prior to filling with asphalt or other suitable compound;
  • FIG. 6 is a view of the expansion joint constructed by utilizing the present invention.
  • FIG. 7 is an enlarged partial elevational view of the invention.
  • reference numeral 10 generally designates a concrete road or pavement in which the joint forming device generally indicated as reference numeral 12 is adapted to be employed for the purpose of forming an expansion joint.
  • the joint forming device 12 include an outer member 14 and an inner member 26.
  • the outer member 14 is generally of a U-shape and has a pair of spaced side walls 16 and 18 which are interconnected by a lower connecting portion 20 which is substantially semi-cylindrical in configuration and which because of the material from which the outer member 14 is constructed normally urges the side walls 16 and 18 to a substantially parallel position.
  • the outer member is provided with inwardly extending opposed tongues 22 and 24 at the upper edges thereof, which tongues can be best seen in FIG. 7, are generally of a sernicylindrical arcuate shape.
  • the outer member 14 is adapted to be extruded in elongated lengths of synthetic plastic material which has suitea able characteristics of resiliency, strength, durability, imperviousness to moisture, suitable temperature resistance and which is of a sufficient strength and durability to withstand use and reuse.
  • Material such as polyvinyl chloride, polyethylene, polystyrene and the like, can be used.
  • the side walls 16 and 18 and the interconnected portion 26) are of a good thickness so as to withstand the pressure of the concrete as it is setting.
  • the specific gravity of the material is less than that of most metals and is about that of concrete thereby assuring that the joint forming device 12 will neither be caused to sink because of its weight into the concrete nor to float too high because of too much buoyancy.
  • the inner member 26 is in the form of a body 28 which is of a tapered shape and provided with downwardly converging faces 30 and 32.
  • the lower edge 34 of the inner member 26 terminates at a point spaced above the lower connecting portion 20.
  • the inner member 26 is preferably constructed of the same material from which the outer member 16 is manufactured and may be extruded in relatively long lengths. Spaced from the top surface 36 of the inner member are a pair of grooves 38 and 4-0. As can be best seen in FIG.
  • the rooves are provided with planar downwardly slopingly diverging cam surfaces 42 and 44 which are adapted to be engaged in single line contact by the arcuate shape tongues 22 and 24.
  • the inner surfaces of the grooves 38 and 40 are defined by arcuate walls 46 and 48 interconnecting the main body portion 28 of the inner member 26 with inwardly and upwardly diverging flanges t) and 52 which as can be seen best in FIG. 7 extend so as to overly the tongues 22 and 24 and portions of the outer member 14.
  • the top surface 36 of the inner member is therefore convex in shape.
  • FIG. 2 there is shown the joint forming device as inserted in a concrete pavement 10.
  • the joint forming device is inserted before the concrete has set as these assembled joint forming devices 12 are of substantially the same specific gravity as that of the concrete 10, it will neither sink nor rise in the concrete, while the concrete is setting.
  • the lower end 34 of the inner member 26 is spaced from the lower end of the outer member 14 in order to save considerable material, to facilitate removal of the inner from the outer member by reducing the frictional interengagement between the inner and outer members, and also for the purpose of obtaining the best specific gravity for the entire assembly.
  • the inner member 26 is removed from the outer member 14 by insertion of a suitable tool beneath the flanges 50 and 52. Further, it is to be recognized that the flanges 50 and 52 which are disposed above the level of the concrete 10 while the upper edges 69 and 62 defining the tongues 22 and 24 are positioned so as to be flush with the top surface of the concrete. After the inner member 26 has been removed, due to the action induced by the semicylindrical lower connecting portion 20, the side walls 16 and 18 will spring together thus enabling the ready removal of the outer member 14 from the groove 64. Then asphalt, tar, or the like can be packed into the groove 64. Of course, the pavement may crack as indicated at 68 further enabling the groove 64 together with the filling 66 to serve as a suitable expansion joint for the concrete pavement 10.
  • a joint forming device comprising an elongated substantially U-shaped outer member of a resilient synthetic plastic material, said outer member having a pair of spaced side walls integrally interconnected by a lower semi-cylindrical connecting portion normally yieldingly urging said side walls to a substantialy parallel position, an inner member having a tapered body with downwardly converging faces engaging said side walls spreading said side walls apart against the action of said semi-cylindrical connecting portions, said inner member being substantially shorter than said outer member with the lower edge of said inner member being spaced well above said connecting portion, said side walls being provided with inwardly extending tongues at the upper edges of said side walls, said body being provided with grooves therein adjacent and spaced downwardly from the top of said inner member, said tongues being engaged in said grooves, said tongues being arcuate in shape, said grooves being arcuate in shape and being defined by fiat downwardly and outwardly extending cam Wall portions, said cam wall portions being engaged by said tongues, said top of said inner member extending above the said upper

Description

INVENTOR. {YA/FUNK, DOHHE/V I FIG.2
M. R. DOHREN June 9, 1964 JOINT FORMING DEVICE Filed Dec. 12. 1960 United States Patent 3,136,022 JOINT FORMING DEVICE Martin R. Dohren, Staten Island, N.Y., assignor, by Inesne assignments, to The Rotuba Extruders, Inc, Brooklyn, N.Y., a corporation of New York Filed Dec. 12, 1960, Ser. No. 75,393 1 Claim. (Cl. 25-118) This invention relates to the class of masonry and concrete construction and more particularly to a joint forming device for use in roads, pavements, walls, and other types of concrete construction.
The construction of roads and pavement out of concrete is continuously increasing and is undertaken by complex machinery which serves to automatically mix, pour, and level the concrete in suitable strips. However, it is necessary to provide expansion joints in concrete roads, pavements and other types of concrete construction, to allow for thermal expansion and contraction. In the past it has been necessary to either cut grooves in the concrete using diamond tipped saws, or other suitable machinery, or else to place forms for the expansion strips in the concrete while the concrete is setting. These forms are generally very difiicult to remove and because drastic measures must be undertaken to remove these forms from the concrete after the concrete has set, the forms are often not reusable thus greatly increasing the cost of constructing a road or pavement.
Various types of removable forms have been constructed which included inner and outer members so arranged as to permit the inner member to be removed which then enables the other members to be removed. However, these forms generally are constructed of metal, and are therefore quite heavy and unyielding while being very eX- pensive and because they are subject to rust and corrosion, and often must be bent to enable withdrawal thereof, they cannot be used and reused more than just a few times.
Accordingly it is the primary object of the present invention to provide a joint forming device which may be used and reused upwards of 20 or more times yet which is constructed out of very inexpensive material such as eX- truded synthetic-plastics and which is so constructed as to provide for enabling the ready withdrawal thereof from the groove which is formed in the concrete after the concrete has set,
A further object of the present invention resides in the provision of a joint forming device which may be extruded out of any readily available synthetic plastic material such as polyvinyl chloride, polystyrene, polyethylene, or the like, which is very light in weight, and which may be conveniently made in various sizes and stored for future use because of the relatively little bulk thereof.
Joint forming devices in the past have been constructed out of elongated strips of approximately 12 foot lengths so as to entirely span a strip of concrete pavement or the like. However, because of the long length of these joint forming devices, there has been considerable bowing of the joint forming devices. When the joint forming devices are made in two portions the bowing is often unequal and therefore when attempts are made to use the members together they are often entirely unsatisfactory or entirely useless. It is therefore one of the concepts of the present invention to provide an interlocking means between an inner and outer member whereby the joint forming device if it bows or warps at all will still be completely usable.
In the past it has been found that when an inner member is inserted within an outer member, upon pouring of the concrete, the pressure of the concrete will, when applied on the outer member, squeeze or force the inner member upwardly and out of the outer member which will render if difficult to retrieve the outer member after 3,136,022 Patented .lune 9, 196:1
the concrete has set. The present invention overcomes this disadvantage by providing a novel interlocking means which not only effectively holds the inner member in position, but also effectively seals the outer member against penetration thereof by any of the concrete mix.
One of the important features of the present invention lies in the utilization of a novel interlock having cam surfaces which facilitate the interlocking engagement of the tongue within the grooves yet which permit the ready withdrawal of an inner member from the outer member. Another feature of the invention resides in the utilization of an inner member provided with flanges along the top thereof which overlie the outer member so as to provide a seal while also providing means for facilitating the ready withdrawal of the inner member from within the outer member, after the concrete has set.
Still further objects and features of this present invention reside in the provision of a joint forming device of simple construction, capable of being rapidly manufactured especially by means of extrusion, which can be produced in any desired length, which is highly efficient in use, and which will result in a considerable decrease in the cost of constructing 'a concrete road, pavement, or other types of concrete structures.
These, together with the various ancillary objects and features of the invention which will become apparent as the following description proceeds, are attained by this joint forming device, a preferred embodiment of which has been illustrated in the accompanying drawing, by way of example only, wherein:
FIG. 1 is a partial exploded perspective view of a portion of the joint forming device constructed in accordance with the concepts of the present invention;
FIG. 2 is a sectional detail view illustrating the joint forming device as inserted in concrete pavement;
FIG. 3 is a view similar to FIG. 2 illustrating the manner in which the inner member is withdrawn from the outer member;
FIG. 4 is a sectional detail view similar to FIGS, 2 and 3 but illustrating the invention with the inner member withdrawn and with the spring action of the outer member causing it to withdraw from the sides of the groove of the joint formed in the concrete pavement;
FIG. 5 is a sectional detail View of a portion of a concrete pavement illustrating the joint after the joint forming device has been removed and prior to filling with asphalt or other suitable compound;
FIG. 6 is a view of the expansion joint constructed by utilizing the present invention; and
' FIG. 7 is an enlarged partial elevational view of the invention.
With continuing reference to the accompanying drawing, wherein like reference numerals designate similar parts through the several views, reference numeral 10 generally designates a concrete road or pavement in which the joint forming device generally indicated as reference numeral 12 is adapted to be employed for the purpose of forming an expansion joint.
The joint forming device 12 include an outer member 14 and an inner member 26. The outer member 14 is generally of a U-shape and has a pair of spaced side walls 16 and 18 which are interconnected by a lower connecting portion 20 which is substantially semi-cylindrical in configuration and which because of the material from which the outer member 14 is constructed normally urges the side walls 16 and 18 to a substantially parallel position. The outer member is provided with inwardly extending opposed tongues 22 and 24 at the upper edges thereof, which tongues can be best seen in FIG. 7, are generally of a sernicylindrical arcuate shape.
The outer member 14 is adapted to be extruded in elongated lengths of synthetic plastic material which has suitea able characteristics of resiliency, strength, durability, imperviousness to moisture, suitable temperature resistance and which is of a sufficient strength and durability to withstand use and reuse. Material such as polyvinyl chloride, polyethylene, polystyrene and the like, can be used. It is noted that the side walls 16 and 18 and the interconnected portion 26) are of a good thickness so as to withstand the pressure of the concrete as it is setting. It is also noted that the specific gravity of the material is less than that of most metals and is about that of concrete thereby assuring that the joint forming device 12 will neither be caused to sink because of its weight into the concrete nor to float too high because of too much buoyancy.
The inner member 26 is in the form of a body 28 which is of a tapered shape and provided with downwardly converging faces 30 and 32. The lower edge 34 of the inner member 26 terminates at a point spaced above the lower connecting portion 20.
The inner member 26 is preferably constructed of the same material from which the outer member 16 is manufactured and may be extruded in relatively long lengths. Spaced from the top surface 36 of the inner member are a pair of grooves 38 and 4-0. As can be best seen in FIG.
7, the rooves are provided with planar downwardly slopingly diverging cam surfaces 42 and 44 which are adapted to be engaged in single line contact by the arcuate shape tongues 22 and 24. The inner surfaces of the grooves 38 and 40 are defined by arcuate walls 46 and 48 interconnecting the main body portion 28 of the inner member 26 with inwardly and upwardly diverging flanges t) and 52 which as can be seen best in FIG. 7 extend so as to overly the tongues 22 and 24 and portions of the outer member 14. The top surface 36 of the inner member is therefore convex in shape.
We find now in FIG. 2 there is shown the joint forming device as inserted in a concrete pavement 10. The joint forming device is inserted before the concrete has set as these assembled joint forming devices 12 are of substantially the same specific gravity as that of the concrete 10, it will neither sink nor rise in the concrete, while the concrete is setting. The lower end 34 of the inner member 26 is spaced from the lower end of the outer member 14 in order to save considerable material, to facilitate removal of the inner from the outer member by reducing the frictional interengagement between the inner and outer members, and also for the purpose of obtaining the best specific gravity for the entire assembly.
After the concrete has set, the inner member 26 is removed from the outer member 14 by insertion of a suitable tool beneath the flanges 50 and 52. Further, it is to be recognized that the flanges 50 and 52 which are disposed above the level of the concrete 10 while the upper edges 69 and 62 defining the tongues 22 and 24 are positioned so as to be flush with the top surface of the concrete After the inner member 26 has been removed, due to the action induced by the semicylindrical lower connecting portion 20, the side walls 16 and 18 will spring together thus enabling the ready removal of the outer member 14 from the groove 64. Then asphalt, tar, or the like can be packed into the groove 64. Of course, the pavement may crack as indicated at 68 further enabling the groove 64 together with the filling 66 to serve as a suitable expansion joint for the concrete pavement 10.
A latitude of modification, change and substitution is intended in the foregoing disclosure and in some instances some features of the invention will be employed without a corresponding use of other features. Accordingly, it is appropriate that the appended claim be construed broadly and in a manner consistent with the spirit and scope of the invention herein.
What I claim is:
A joint forming device comprising an elongated substantially U-shaped outer member of a resilient synthetic plastic material, said outer member having a pair of spaced side walls integrally interconnected by a lower semi-cylindrical connecting portion normally yieldingly urging said side walls to a substantialy parallel position, an inner member having a tapered body with downwardly converging faces engaging said side walls spreading said side walls apart against the action of said semi-cylindrical connecting portions, said inner member being substantially shorter than said outer member with the lower edge of said inner member being spaced well above said connecting portion, said side walls being provided with inwardly extending tongues at the upper edges of said side walls, said body being provided with grooves therein adjacent and spaced downwardly from the top of said inner member, said tongues being engaged in said grooves, said tongues being arcuate in shape, said grooves being arcuate in shape and being defined by fiat downwardly and outwardly extending cam Wall portions, said cam wall portions being engaged by said tongues, said top of said inner member extending above the said upper edges of said outer member, said top including a pair of upwardly and outwardly diverging flanges, said flanges at least partially overlying said upper edges of said outer member, said top having a concave surface including the top surfaces of said flanges.
References Cited in the file of this patent UNITED STATES PATENTS 1,697,563 Heltzel Jan. 1, 1929 1,768,838 Heltzel July 1, 1930 1,850,512 Lytle Mar. 22, 1932 2,699,128 Johnson Ian. 11, 1955 2,803,858 Rader Aug. 27, 1957 2,834,198 Goodman May 13, 1958 2,878,845 Hale Mar. 24, 1959 3,052,945 Cummings Sept. 11, 1962 FOREIGN PATENTS 1,130,844 France Oct. 8, 1956 483,880 Great Britain Apr. 27, 1933
US75393A 1960-12-12 1960-12-12 Joint forming device Expired - Lifetime US3136022A (en)

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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3180238A (en) * 1961-07-19 1965-04-27 Acme Highway Prod Groove filler
US3255680A (en) * 1962-10-22 1966-06-14 Joint Controls Inc Means for and method of forming an expansion joint
US3297294A (en) * 1965-04-09 1967-01-10 William F Middlestadt Collapsible joint forming structure
US3323426A (en) * 1964-05-28 1967-06-06 Clipper Mfg Company Inc Concrete joint insert unit
US3330187A (en) * 1964-12-14 1967-07-11 Western Textile Products Compa Plastic articles and methods of making same
US3334558A (en) * 1965-05-24 1967-08-08 Atkinson Guy F Co Concrete joint form
US3413900A (en) * 1966-09-30 1968-12-03 Acme Highway Prod Groove filler
US3418899A (en) * 1966-04-25 1968-12-31 Grace W R & Co Method of forming concrete joints
US3589664A (en) * 1968-01-11 1971-06-29 William F Middlestadt Reusable structure for forming joints in concrete
US3896597A (en) * 1974-04-04 1975-07-29 Max W Deason Concrete expansion and contraction joint
US4090800A (en) * 1976-07-15 1978-05-23 Koch Vergil W Joint-forming device
WO1987005957A1 (en) * 1986-03-31 1987-10-08 Bechtel Investments, Inc. Pressure/compression concrete joint seal
US4861043A (en) * 1986-03-31 1989-08-29 Bechtel International Corporation Pressure/compression concrete joint seal
US20030159388A1 (en) * 2002-02-27 2003-08-28 E. Wayne Richardson Device for forming an expansion joint in a floor surface
US20070158528A1 (en) * 2006-01-06 2007-07-12 Vella John R Cavity-creating tool for foaming operation

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1697563A (en) * 1925-01-22 1929-01-01 John N Heltzel Concrete surfacing joint and means for and method of forming the same
US1768838A (en) * 1924-07-11 1930-07-01 John N Heltzel Collapsible form
US1850512A (en) * 1929-08-01 1932-03-22 Charles F Lytle Masonry crevice-forming template
GB483880A (en) * 1936-03-23 1938-04-27 Hermann Moll Improvements in the method of laying concrete floors, pavings and roadways, and in appliances therefor
US2699128A (en) * 1950-09-21 1955-01-11 Donald M Johnson Building construction unit
FR1130844A (en) * 1955-09-07 1957-02-12 Floor covering formed by sheets of thermoplastic materials
US2803858A (en) * 1955-07-13 1957-08-27 Merill E Rader Fastening means for wall panels
US2834198A (en) * 1957-03-21 1958-05-13 James E Goodman Sealing strip
US2878845A (en) * 1956-05-23 1959-03-24 Merritt W Hale Means for fastening trim for finishing interior surfaces of walls, etc.
US3052945A (en) * 1959-06-16 1962-09-11 New England Plastics Corp Means for constructing joints in concrete roads

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1768838A (en) * 1924-07-11 1930-07-01 John N Heltzel Collapsible form
US1697563A (en) * 1925-01-22 1929-01-01 John N Heltzel Concrete surfacing joint and means for and method of forming the same
US1850512A (en) * 1929-08-01 1932-03-22 Charles F Lytle Masonry crevice-forming template
GB483880A (en) * 1936-03-23 1938-04-27 Hermann Moll Improvements in the method of laying concrete floors, pavings and roadways, and in appliances therefor
US2699128A (en) * 1950-09-21 1955-01-11 Donald M Johnson Building construction unit
US2803858A (en) * 1955-07-13 1957-08-27 Merill E Rader Fastening means for wall panels
FR1130844A (en) * 1955-09-07 1957-02-12 Floor covering formed by sheets of thermoplastic materials
US2878845A (en) * 1956-05-23 1959-03-24 Merritt W Hale Means for fastening trim for finishing interior surfaces of walls, etc.
US2834198A (en) * 1957-03-21 1958-05-13 James E Goodman Sealing strip
US3052945A (en) * 1959-06-16 1962-09-11 New England Plastics Corp Means for constructing joints in concrete roads

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3180238A (en) * 1961-07-19 1965-04-27 Acme Highway Prod Groove filler
US3255680A (en) * 1962-10-22 1966-06-14 Joint Controls Inc Means for and method of forming an expansion joint
US3323426A (en) * 1964-05-28 1967-06-06 Clipper Mfg Company Inc Concrete joint insert unit
US3330187A (en) * 1964-12-14 1967-07-11 Western Textile Products Compa Plastic articles and methods of making same
US3297294A (en) * 1965-04-09 1967-01-10 William F Middlestadt Collapsible joint forming structure
US3334558A (en) * 1965-05-24 1967-08-08 Atkinson Guy F Co Concrete joint form
US3418899A (en) * 1966-04-25 1968-12-31 Grace W R & Co Method of forming concrete joints
US3413900A (en) * 1966-09-30 1968-12-03 Acme Highway Prod Groove filler
US3589664A (en) * 1968-01-11 1971-06-29 William F Middlestadt Reusable structure for forming joints in concrete
US3896597A (en) * 1974-04-04 1975-07-29 Max W Deason Concrete expansion and contraction joint
US4090800A (en) * 1976-07-15 1978-05-23 Koch Vergil W Joint-forming device
WO1987005957A1 (en) * 1986-03-31 1987-10-08 Bechtel Investments, Inc. Pressure/compression concrete joint seal
US4861043A (en) * 1986-03-31 1989-08-29 Bechtel International Corporation Pressure/compression concrete joint seal
US20030159388A1 (en) * 2002-02-27 2003-08-28 E. Wayne Richardson Device for forming an expansion joint in a floor surface
US6681540B2 (en) * 2002-02-27 2004-01-27 E. Wayne Richardson Device for forming an expansion joint in a floor surface
US20070158528A1 (en) * 2006-01-06 2007-07-12 Vella John R Cavity-creating tool for foaming operation
US7267788B2 (en) * 2006-01-06 2007-09-11 Gm Global Technology Operations, Inc. Cavity-creating tool for foaming operation

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