US3426658A - Contraction joint for pavements - Google Patents
Contraction joint for pavements Download PDFInfo
- Publication number
- US3426658A US3426658A US611924A US3426658DA US3426658A US 3426658 A US3426658 A US 3426658A US 611924 A US611924 A US 611924A US 3426658D A US3426658D A US 3426658DA US 3426658 A US3426658 A US 3426658A
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- United States
- Prior art keywords
- strip
- pavement
- pavements
- contraction joint
- portions
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
- E01C11/106—Joints with only prefabricated packing; Packings therefor
Definitions
- a prime object of the invention is that of providing a prefabricated strip material for permanent installation at regularly spaced intervals in a concrete pavement, immediately adjacent the surface thereof, simultaneously with the forming of the pavement, to provide a contraction joint.
- the invention contemplates, briefly, a prefabricated strip material as described which forms with the pavement a permanently sealed, narrow confined space of limited, predetermined depth extending transversely between opposing sections of the pavement which is subject to contraction as the material of the pavement expands and contracts in response to variations in atmospheric temperature.
- Still another object of the invention is to provide a pre fabricated strip material for use as described which is characterized by its simplicity, as well as its efficiency in use and its durability, and may be produced inexpensively, and upon installation, requires little or no maintenance.
- FIGURE 1 is a perspective view showing fragmentan'ly, On a scale which approximates its actual size, a prefabricated strip material embodying the invention as installed in a concrete pavement, a portion of which is shown.
- FIGURE 2 is a sectional elevational view showing the strip material embedded in the pavement substantially as illustrated in FIGURE 1.
- FIGURES 3, 4 and 5 are top, side, and bottom views, respectively, on a slightly enlarged scale, showing the strip material in its detached position.
- the numeral designates generally a concrete pavement, shown fragmentarily, and the numeral 11 indicates generally a prefabricated strip material embodying the invention, a portion of which is shown, which is embedded in the concrete of the pavement 10, as by molding.
- the strip material 11 is permanently installed at regularly spaced intervals in 3,426,658 Patented Feb. 11, 1969 the pavement 10, immediately adjacent the surface 13 thereof, simultaneously with the forming of the pavement 10, and forms with the pavement a permanently sealed, narrow confined space 12 of limited, predetermined depth extending transversely between opposing sections of the pavement 10 which is subject to contraction as the material of the pavement 10 expands and contracts in response to variations in atmospheric temperature.
- a flexible seal ing strip 14 is applied to the space 12 to close it against moisture and foreign matter, as shown in FIGURES 1, 4 and 5.
- the primary strip is substantially Y-shaped in transverse section, having two upstanding planar portions 15, which are arranged in spaced apart relation to each other defining the space 12 therebetween, and having a pair of downwardly converging middle portions 16, which are continuous with the upstanding planar portions 15, and a depending planar portion 17, which merges with the downwardly converging middle portions 16 and terminates at the lower longitudinal edge of the strip.
- the strip 11 has a pair of outwardly and downwardly turned marginal portions 18, right angular in transverse section, coextensive with its length, and are flush with the surface 13 of the pavement 10 in the applied position of the strip material 11, as shown in FIGURES 4 and 5.
- a plurality of elongated anchor blades 19 extend laterally outwardly and downwardly from the upstanding planar portions 15, in longitudinally spaced relation to the strip 11.
- the anchor blades 19 on opposite sides of the strip 11 are staggered relative to each other, as best shown in FIGURES 3 and 5, and are connected at their upper ends to the portions 15 immediately below the marginal portions 18.
- Two pairs of continuous anchor blades 20, which are comparatively narrow relative to the length of the anchor blades 19, are inclined upwardly and outwardly from each side of said first strip, immediately above the depending planar portion 17 and at the juncture of the upstanding planar portions 15 with the downwardly converging middle portions 16, respectively.
- anchor blades 19 may be formed initially as separate pieces and thereafter bonded to the material of the upstanding planar portions 15, immediately above the upper-most continuous anchor blades 20.
- the strip 11 When installed in the pavement 10 the upstanding planar portions 15 of the strip 11 overlie the opposing sections thereof, and with the strip 14, define the narrow confined space 12 between the members 15.
- the strip 11 advantageously may be formed of extrusion molded plastic material which is comparatively hard but is characterized by a degree of flexibility and elasticity.
- the sealing strip 14 may be formed of extrusion molded rubber or like plastic material characterized by its resilience, elasticity, and toughness, is arched in transverse section, and in use is impinged between upstanding planar portions 15 immediately adjacent the upper longitudinal edge of the strip 11 and fused thereto.
- a prefabricated strip material forming a unit for permanent installation at spaced intervals in said pavements, the said unit comprising a first strip substantially Y-shaped in transverse section, having a depending planar portion and a pair of upwardly divergent planar portions defining a V-shaped cavity therebetween and terminating in substantially right-angular outwardly and downwardly turned marginal flange portions coextensive therewith, the outer References Cited UNITED STATES PATENTS 2,223,680 12/1940 Fischer 94-17 Heltzel 94-17 Cummings 94-18 X Crone 9418 Daum 94-18 Middlestadt 9418 Dreher 9418 Hahn 9418 Webb 9418 X NILE C. BYERS, 111., Primary Examiner.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
Feb. 11, 1969 v A J FREDmc so 3,426,658 7 I QONTRACTION JOINT FORIPAVEMENTS Filed Jan. 26, 1967 INVENTOR Albe'n J. Fredrickson ATTORNEY United States Patent 3,426,658 CONTRACTION JOINT FOR PAVEMENTS Albert J. Frederickson, 234 Barry Lane, Lancaster, Tex. 75146 Filed Jan. 26, 1967, Ser. No. 611,924 US. Cl. 94-18 Int. Cl. Elllc 11/10 1 Claim ABSTRACT OF THE DISCLOSURE This invention relates to a contraction joint for concrete pavements, and its has particular reference to a prefabricated strip of a semi-flexible plastic material for interposition between sections of the pavement to compensate for expansion and contraction thereof.
A prime object of the invention is that of providing a prefabricated strip material for permanent installation at regularly spaced intervals in a concrete pavement, immediately adjacent the surface thereof, simultaneously with the forming of the pavement, to provide a contraction joint.
The invention contemplates, briefly, a prefabricated strip material as described which forms with the pavement a permanently sealed, narrow confined space of limited, predetermined depth extending transversely between opposing sections of the pavement which is subject to contraction as the material of the pavement expands and contracts in response to variations in atmospheric temperature.
Still another object of the invention is to provide a pre fabricated strip material for use as described which is characterized by its simplicity, as well as its efficiency in use and its durability, and may be produced inexpensively, and upon installation, requires little or no maintenance.
While the foregoing objects are paramount, other and lesser objects will become apparent as the description proceeds, when considered in connection with the appended drawings wherein:
FIGURE 1 is a perspective view showing fragmentan'ly, On a scale which approximates its actual size, a prefabricated strip material embodying the invention as installed in a concrete pavement, a portion of which is shown.
FIGURE 2 is a sectional elevational view showing the strip material embedded in the pavement substantially as illustrated in FIGURE 1.
FIGURES 3, 4 and 5 are top, side, and bottom views, respectively, on a slightly enlarged scale, showing the strip material in its detached position.
Referring primarily to FIGURE 1 of the drawing, the numeral designates generally a concrete pavement, shown fragmentarily, and the numeral 11 indicates generally a prefabricated strip material embodying the invention, a portion of which is shown, which is embedded in the concrete of the pavement 10, as by molding.
In accordance with the invention the strip material 11 is permanently installed at regularly spaced intervals in 3,426,658 Patented Feb. 11, 1969 the pavement 10, immediately adjacent the surface 13 thereof, simultaneously with the forming of the pavement 10, and forms with the pavement a permanently sealed, narrow confined space 12 of limited, predetermined depth extending transversely between opposing sections of the pavement 10 which is subject to contraction as the material of the pavement 10 expands and contracts in response to variations in atmospheric temperature. A flexible seal ing strip 14 is applied to the space 12 to close it against moisture and foreign matter, as shown in FIGURES 1, 4 and 5.
The primary strip is substantially Y-shaped in transverse section, having two upstanding planar portions 15, which are arranged in spaced apart relation to each other defining the space 12 therebetween, and having a pair of downwardly converging middle portions 16, which are continuous with the upstanding planar portions 15, and a depending planar portion 17, which merges with the downwardly converging middle portions 16 and terminates at the lower longitudinal edge of the strip.
The strip 11 has a pair of outwardly and downwardly turned marginal portions 18, right angular in transverse section, coextensive with its length, and are flush with the surface 13 of the pavement 10 in the applied position of the strip material 11, as shown in FIGURES 4 and 5.
A plurality of elongated anchor blades 19 extend laterally outwardly and downwardly from the upstanding planar portions 15, in longitudinally spaced relation to the strip 11. The anchor blades 19 on opposite sides of the strip 11 are staggered relative to each other, as best shown in FIGURES 3 and 5, and are connected at their upper ends to the portions 15 immediately below the marginal portions 18.
Two pairs of continuous anchor blades 20, which are comparatively narrow relative to the length of the anchor blades 19, are inclined upwardly and outwardly from each side of said first strip, immediately above the depending planar portion 17 and at the juncture of the upstanding planar portions 15 with the downwardly converging middle portions 16, respectively.
For convenience in manufacture the anchor blades 19 may be formed initially as separate pieces and thereafter bonded to the material of the upstanding planar portions 15, immediately above the upper-most continuous anchor blades 20.
When installed in the pavement 10 the upstanding planar portions 15 of the strip 11 overlie the opposing sections thereof, and with the strip 14, define the narrow confined space 12 between the members 15. The strip 11 advantageously may be formed of extrusion molded plastic material which is comparatively hard but is characterized by a degree of flexibility and elasticity.
The sealing strip 14 may be formed of extrusion molded rubber or like plastic material characterized by its resilience, elasticity, and toughness, is arched in transverse section, and in use is impinged between upstanding planar portions 15 immediately adjacent the upper longitudinal edge of the strip 11 and fused thereto.
The invention may be modified within certain limitations by persons skilled in the art without departing from the spirit and intent thereof or the scope of the appended claim.
What is claimed is:
1. In a contraction joint for concrete pavements, a prefabricated strip material forming a unit for permanent installation at spaced intervals in said pavements, the said unit comprising a first strip substantially Y-shaped in transverse section, having a depending planar portion and a pair of upwardly divergent planar portions defining a V-shaped cavity therebetween and terminating in substantially right-angular outwardly and downwardly turned marginal flange portions coextensive therewith, the outer References Cited UNITED STATES PATENTS 2,223,680 12/1940 Fischer 94-17 Heltzel 94-17 Cummings 94-18 X Crone 9418 Daum 94-18 Middlestadt 9418 Dreher 9418 Hahn 9418 Webb 9418 X NILE C. BYERS, 111., Primary Examiner.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US61192467A | 1967-01-26 | 1967-01-26 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3426658A true US3426658A (en) | 1969-02-11 |
Family
ID=24450957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US611924A Expired - Lifetime US3426658A (en) | 1967-01-26 | 1967-01-26 | Contraction joint for pavements |
Country Status (1)
Country | Link |
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US (1) | US3426658A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3923411A (en) * | 1975-01-28 | 1975-12-02 | Thor Johan Berghman | Sealing strip |
EP0003720A2 (en) * | 1978-02-13 | 1979-08-22 | F. Kilcher Bauisolationen AG | Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method |
US4490067A (en) * | 1981-12-17 | 1984-12-25 | Quaker Plastic Corporation | Modular drain system |
FR2629845A1 (en) * | 1988-04-12 | 1989-10-13 | Couvraneuf | Dividing joints for concrete floors |
US6012869A (en) * | 1998-03-25 | 2000-01-11 | Braun; Frank Anton | Expansion joint and seal containing intersections |
GB2472869A (en) * | 2009-08-22 | 2011-02-23 | Expansion Joints Ltd | An infill expansion strip for a concrete slab |
US20150240489A1 (en) * | 2014-02-22 | 2015-08-27 | Ductilcrete Slab Systems, Llc | Concrete floor system using integrated concrete slab and joint filling strips |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2223680A (en) * | 1937-01-18 | 1940-12-03 | Albert C Fischer | Bracketing device |
US2330214A (en) * | 1940-01-09 | 1943-09-28 | John N Heltzel | Joint and joint installing apparatus for concrete roads and the like |
US3052945A (en) * | 1959-06-16 | 1962-09-11 | New England Plastics Corp | Means for constructing joints in concrete roads |
US3180238A (en) * | 1961-07-19 | 1965-04-27 | Acme Highway Prod | Groove filler |
US3218941A (en) * | 1960-12-30 | 1965-11-23 | Daum Josef | Joint-filling bodies |
US3276335A (en) * | 1964-01-08 | 1966-10-04 | William F Middlestadt | Joint forming structure |
US3308726A (en) * | 1963-10-29 | 1967-03-14 | Donald F Dreher | Seals for contraction and expansion joints in concrete pavements |
US3332426A (en) * | 1965-11-26 | 1967-07-25 | Albert J Kaplan | Foundation garment |
US3349675A (en) * | 1965-07-30 | 1967-10-31 | Brewer Fitchener Corp | Transverse joint assembly for concrete pavements |
-
1967
- 1967-01-26 US US611924A patent/US3426658A/en not_active Expired - Lifetime
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2223680A (en) * | 1937-01-18 | 1940-12-03 | Albert C Fischer | Bracketing device |
US2330214A (en) * | 1940-01-09 | 1943-09-28 | John N Heltzel | Joint and joint installing apparatus for concrete roads and the like |
US3052945A (en) * | 1959-06-16 | 1962-09-11 | New England Plastics Corp | Means for constructing joints in concrete roads |
US3218941A (en) * | 1960-12-30 | 1965-11-23 | Daum Josef | Joint-filling bodies |
US3180238A (en) * | 1961-07-19 | 1965-04-27 | Acme Highway Prod | Groove filler |
US3308726A (en) * | 1963-10-29 | 1967-03-14 | Donald F Dreher | Seals for contraction and expansion joints in concrete pavements |
US3276335A (en) * | 1964-01-08 | 1966-10-04 | William F Middlestadt | Joint forming structure |
US3349675A (en) * | 1965-07-30 | 1967-10-31 | Brewer Fitchener Corp | Transverse joint assembly for concrete pavements |
US3332426A (en) * | 1965-11-26 | 1967-07-25 | Albert J Kaplan | Foundation garment |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3923411A (en) * | 1975-01-28 | 1975-12-02 | Thor Johan Berghman | Sealing strip |
EP0003720A2 (en) * | 1978-02-13 | 1979-08-22 | F. Kilcher Bauisolationen AG | Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method |
EP0003720A3 (en) * | 1978-02-13 | 1979-09-05 | F. Kilcher Bauisolationen Ag | Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method |
US4490067A (en) * | 1981-12-17 | 1984-12-25 | Quaker Plastic Corporation | Modular drain system |
FR2629845A1 (en) * | 1988-04-12 | 1989-10-13 | Couvraneuf | Dividing joints for concrete floors |
US6012869A (en) * | 1998-03-25 | 2000-01-11 | Braun; Frank Anton | Expansion joint and seal containing intersections |
GB2472869A (en) * | 2009-08-22 | 2011-02-23 | Expansion Joints Ltd | An infill expansion strip for a concrete slab |
US20150240489A1 (en) * | 2014-02-22 | 2015-08-27 | Ductilcrete Slab Systems, Llc | Concrete floor system using integrated concrete slab and joint filling strips |
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