US2596206A - Dowel bar installing device - Google Patents

Dowel bar installing device Download PDF

Info

Publication number
US2596206A
US2596206A US111631A US11163149A US2596206A US 2596206 A US2596206 A US 2596206A US 111631 A US111631 A US 111631A US 11163149 A US11163149 A US 11163149A US 2596206 A US2596206 A US 2596206A
Authority
US
United States
Prior art keywords
dowel
plunger
tie
ledge
bar
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
Application number
US111631A
Inventor
Fred D Carnes
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FLEXIBLE ROAD JOINT MACHINE Co
Original Assignee
FLEXIBLE ROAD JOINT MACHINE CO
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by FLEXIBLE ROAD JOINT MACHINE CO filed Critical FLEXIBLE ROAD JOINT MACHINE CO
Priority to US111631A priority Critical patent/US2596206A/en
Application granted granted Critical
Publication of US2596206A publication Critical patent/US2596206A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E01C23/04Devices for laying inserting or positioning reinforcing elements or dowel bars with or without joint bodies; Removable supports for reinforcing or load transfer elements; Devices, e.g. removable forms, for making essentially horizontal ducts in paving, e.g. for prestressed reinforcements

Definitions

  • the present invention relates to improvements in dowel bar installing devices, and more particularly relates to an improved plunger for use on an existing form of dowel bar-and tie-bar installing machine.
  • dowel and tie-bars are held to the lower cut-away ends of the plungers by means of curved pivoted fingers which are connected for operation to reciprocating bars on the machine whereby these .fingers may be withdrawn as the dowel bars andplungers are caused to penetrate the plastic concrete of a road under construction.
  • the present invention aims to dispense with the use of the fingers and the operating mechanism for the fingers and to this'extentto simplify the construction of dowel and tie-bar installing devices together with the expense of the construction of such eliminated parts and the time and labor involved in the operation of the same.
  • the invention further contemplates the formation in the lower end of the improved plunger of an inverted hook shaped upper surface at the upper end of the inclined or diagonal wall to arrest the relative upward movement of the dowel bar with respect to the plunger and which will trap the dowel or tie bar in this hook shaped upper surface to insure that the full downward thrust of the plunger shall be communicated to the dowel bar to force the same downwardly into the plastic concrete to the desired depth.
  • Figure 1 is a fragmentary perspective view .of a conventional form of dowel bar and tie-bar installing machine illustrating the improved plungers according to the present invention.
  • Figure 2 is a fragmentary front elevational view of a plunger seam with one of the improved plungcrs applied thereto and taken on an eniarged scale with a dowel or tie-bar in the plunger supported on the ledge of the plunger at an elevation above the plastic concrete.
  • Figure 3 is a fragmentary front elevational view or" the same plunger shown as partially entered into the plastic concrete with the dowel or tie-bar riding upwardly on the diagonal or inclined wall.
  • Figure 4 is a similar view showing the plunger pushed down to a greater extent into the plastic mass and with the dowel or tie-bar engaged in the hook shaped upper surface.
  • Figure 5 is a similar view showing the "plunger as withdrawn upwardly and the dowel or tie-bar remaining in the plastic concrete.
  • Figure 6 is a vertical sectional view taken on the line 6-45 in Figure 2.
  • Figure 7 is an end fragmei itary elevational View of the plunger taken on the lines l! in Figure 2.
  • FIG. 10 and H represent beams or supports extending both longitudinally and horizontally on the dowel bar installing machine designated generally at E2 which supports are provided with series of perforations l3 for receiving bolts, screws or other fastenings H whereby the plunger or inserter hars may be adjustably attached to the supports.
  • Dowel bars is shown as held in certain of the supports and tie-bars I! in the other supports. Vibrators l8 and I9 aremounted upon the supports for communicating vibratory movement to the supports, plungers and dowel and tie-bars as the same are moved down into the plastic concrete indicated at 20.
  • is mounted on the machine and connected in the usual way to lift the supports id and the plungers or inserter bars 15 after the dowel and tie-bars have been installed in the plastic concrete 2!].
  • the holes I3 provide for various specifications regarding dowel and tie-bar spacings.
  • the machine also carries a transverse joint cutter 22.
  • each plunger or inserter bar is notched from its side edge to provide a dowel receiving pocket having a recessed supporting ledge 23 which is made to one side of the vertical center line of the plunger l5 and which is open at the side adjacent such center line but 3 closed at the opposite side as indicated at 24.
  • the lower or bottom curved wall of the supporting ledge 23 will have an upwardly extending lip 25 formed in continuation of the circle on which the ledge 23' is struck which circle will conform generally to the curvature of the dowel or tie-bar.
  • Below the center portion of the ledge 23 the lowermost end of the plunger is pointed as indicated at 26 to facilitate its penetration downwardly into the concrete 28.
  • a diagonal or inclined wall 21 which merges at its lower outer end portion into the curved portion of the closed side wall 24 of the ledge 23.
  • the upper end of this diagonal or sloping wall 21 leads to an inverted hook shaped upper surface 28.
  • Thi upper surface 28 is a complement of the ledge 23 and is offset to the opposite side of the center line of the plunger I5. In other words with reference to the diameter of the dowel and tie bars II, when the latter occupy the inverted hook shaped upper surface 28 they will clear the ledges 23 and the upstanding lips 25 thereof.
  • the inner side of the upper surface 28 connectsv with the inclined or diagonal wall 21 and the outer side of the upper surface 28 is provided with a downwardly projecting lip 29 to confine the dowel and tie-bars in place.
  • the upper surface 28 may be curved to conform to the curvature of the dowel and tie-bars.
  • the pointed end 26 is beveled to constitute a cutting edge on the dowel plungers.
  • the lip 29 is also tapered in edge aspect besides being pointed in elevational aspect to also provide cutting edges to facilitate the penetration of the concrete.
  • a dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an inverted hook shaped upper surface above said ledge and outwardly ofiset therefrom, and in inclined wall therebetween.
  • a dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, adjacent its lower portion, said pocket having a supporting ledge open through the side notched portion, said ledge having a free edge with an upstanding lip therefon, an inverted hook shaped upper surface above said ledge and outwardly offset therefrom, and an inclined wall between said ledge and hook shaped upper surface.
  • a dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an upper dowel bar receiving surface above said ledge and outwardly offset therefrom, an inclined wall connecting the inner portions of said ledge and upper surface and a downwardly projecting lip on the outer portion of said upper surface.
  • a dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an inverted hook shaped upper surface above said ledge and outwardly offset therefrom, an inclined wall between said ledge and upper surface, and a pointed lower end below said ledge.

Description

May 13, 1952 F. D. CARNES DOWEL BAR INSTALLING DEVICE Filed Aug. 22, 1949 m 3 m B k V N. T N R T I A-A W m H & m N
Patented May 13, 1952 DOWEL BAR INSTALLING DEVICE Fred D. Carncs, Fort Worth, Tex., assignor to Flexible Road Joint Machine Company, Warren, Ohio, a corporation of Ohio Application August 22, 1949, Serial No. 111,631
4 Claims. 1
The present invention relates to improvements in dowel bar installing devices, and more particularly relates to an improved plunger for use on an existing form of dowel bar-and tie-bar installing machine.
In existing machines the dowel and tie-bars are held to the lower cut-away ends of the plungers by means of curved pivoted fingers which are connected for operation to reciprocating bars on the machine whereby these .fingers may be withdrawn as the dowel bars andplungers are caused to penetrate the plastic concrete of a road under construction.
The present invention aims to dispense with the use of the fingers and the operating mechanism for the fingers and to this'extentto simplify the construction of dowel and tie-bar installing devices together with the expense of the construction of such eliminated parts and the time and labor involved in the operation of the same.
It is another object of the invention to provide an exceedingly simple form of plunger so constructed and arranged at its lower end as to n constitute a recessed supporting ledge at one side of the plunger for supporting the dowel or tiebars when .the plunger is elevated above the concrete mass; the lower end portion of the plunger being further so constructed and arranged as to provide a diagonal or inclined surface for guiding the dowel or tie-bar out of the recessed supporting ledge and out of line therewith incident to the movement of the dowel or tie-bar into the plastic concrete mass by the downward motion of the plunger, whereby the dowel or tie-"bar when positioned at the proper depth in the concrete will have been automatically moved out of the path of the recessed or supporting ledge to the end that the plunger may be lifted from the concrete without disturbing the set position or" the dowel or tie-bar.
The invention further contemplates the formation in the lower end of the improved plunger of an inverted hook shaped upper surface at the upper end of the inclined or diagonal wall to arrest the relative upward movement of the dowel bar with respect to the plunger and which will trap the dowel or tie bar in this hook shaped upper surface to insure that the full downward thrust of the plunger shall be communicated to the dowel bar to force the same downwardly into the plastic concrete to the desired depth.
It is the further purpose of the present invention to achieve the above objects without in any way introducing changes that require any re construction of the present machine.
With the foregoing and other objects in view, the invention will be more fully described hereinafter, and will be more particularly pointed out in the claims appended hereto.
In the drawings, wherein like symbols refer to like or corresponding parts throughout the several views,
Figure 1 is a fragmentary perspective view .of a conventional form of dowel bar and tie-bar installing machine illustrating the improved plungers according to the present invention.
Figure 2 is a fragmentary front elevational view of a plunger seam with one of the improved plungcrs applied thereto and taken on an eniarged scale with a dowel or tie-bar in the plunger supported on the ledge of the plunger at an elevation above the plastic concrete.
Figure 3 is a fragmentary front elevational view or" the same plunger shown as partially entered into the plastic concrete with the dowel or tie-bar riding upwardly on the diagonal or inclined wall.
Figure 4 is a similar view showing the plunger pushed down to a greater extent into the plastic mass and with the dowel or tie-bar engaged in the hook shaped upper surface.
Figure 5 is a similar view showing the "plunger as withdrawn upwardly and the dowel or tie-bar remaining in the plastic concrete.
Figure 6 is a vertical sectional view taken on the line 6-45 in Figure 2.
Figure 7 is an end fragmei itary elevational View of the plunger taken on the lines l! in Figure 2.
Referring more particularly to the drawings 10 and H represent beams or supports extending both longitudinally and horizontally on the dowel bar installing machine designated generally at E2 which supports are provided with series of perforations l3 for receiving bolts, screws or other fastenings H whereby the plunger or inserter hars may be adjustably attached to the supports.
Dowel bars is are shown as held in certain of the supports and tie-bars I! in the other supports. Vibrators l8 and I9 aremounted upon the supports for communicating vibratory movement to the supports, plungers and dowel and tie-bars as the same are moved down into the plastic concrete indicated at 20.
A hydraulic lifter 2| is mounted on the machine and connected in the usual way to lift the supports id and the plungers or inserter bars 15 after the dowel and tie-bars have been installed in the plastic concrete 2!].
The holes I3 provide for various specifications regarding dowel and tie-bar spacings. The machine also carries a transverse joint cutter 22.
In accordance with the present invention the lower end of each plunger or inserter bar is notched from its side edge to provide a dowel receiving pocket having a recessed supporting ledge 23 which is made to one side of the vertical center line of the plunger l5 and which is open at the side adjacent such center line but 3 closed at the opposite side as indicated at 24. At the open side the lower or bottom curved wall of the supporting ledge 23 will have an upwardly extending lip 25 formed in continuation of the circle on which the ledge 23' is struck which circle will conform generally to the curvature of the dowel or tie-bar. Below the center portion of the ledge 23 the lowermost end of the plunger is pointed as indicated at 26 to facilitate its penetration downwardly into the concrete 28. Above the ledge 23 is a diagonal or inclined wall 21 which merges at its lower outer end portion into the curved portion of the closed side wall 24 of the ledge 23. The upper end of this diagonal or sloping wall 21 leads to an inverted hook shaped upper surface 28.
Thi upper surface 28 is a complement of the ledge 23 and is offset to the opposite side of the center line of the plunger I5. In other words with reference to the diameter of the dowel and tie bars II, when the latter occupy the inverted hook shaped upper surface 28 they will clear the ledges 23 and the upstanding lips 25 thereof.
The inner side of the upper surface 28 connectsv with the inclined or diagonal wall 21 and the outer side of the upper surface 28 is provided with a downwardly projecting lip 29 to confine the dowel and tie-bars in place. The upper surface 28 may be curved to conform to the curvature of the dowel and tie-bars.
In the use of the device, with the plungers l5 in initial position supported Wholly above the plastic concrete 28 which has just been recently deposited on the sub-grade between the side forms and screeded into place, the tie-bars I! and dowels 16 are simply slipped into the pockets of adjacent alined plungers I5, as shown in Figure 1, whereby the end portions of these dowel and tiebars are supported on the ledges 23 in the manner shown in Figure 1 and in Figures 2 and 6.
The supports Ill and II are then permitted to descend, the vibrators l8 and [9 being put into operation. Initially the lead-in points 26 at the lower ends of the plungers will enter the concrete 28. As the plungers or inserter bars l5 move down in the newly-laid concrete, the bars I6, I! encounter the resistance of the concrete and therefore, as shown in Figure 3, the plungers I15 will move down relatively to the bars ll inas much as the bars are free to escape through the r upper and inner open portions of the ledges and the diagonal or inclined walls 21 will ride downwardly on the bars I! which are slowed by the heavy concrete mass 20. This action will continue until the position of Figure 4 is arrived at. In other words the bars I! will be forced into the inverted hook shaped upper surfaces 28 where they will be trapped by the downwardly extending lips 29 and required to then move down with the plungers I5 into the concrete to the desired depth, for instance shown in Figure 5. When the rods I! arrive at the desired depth the hydraulic lifter 2| is operated to raise the supports l0 and I I and the plungers l5. As shown in Figure 5 the raising of the plungers will leave the bars H in the concrete inasmuch as the con- 4 crete will hold the rods I! in position while the plungers are raised, it being understood that the ledges 23, being offset from the upper surfaces 28 do not interfere with the withdrawal of the plungers upwardly from the concrete.
As shown in Figures 2, 3, 4, 5, 6 and 7 the pointed end 26 is beveled to constitute a cutting edge on the dowel plungers.
As shown more particularly in Figure '7 the lip 29 is also tapered in edge aspect besides being pointed in elevational aspect to also provide cutting edges to facilitate the penetration of the concrete.
It is obvious that various changes and modifications may be made in the details of construction and design of the above specifically described embodiment of this invention without departing from the spirit thereof, such changes and modifications being restricted only by the scope of the following claims.
What is claimed is:
1. A dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an inverted hook shaped upper surface above said ledge and outwardly ofiset therefrom, and in inclined wall therebetween. V
2. A dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, adjacent its lower portion, said pocket having a supporting ledge open through the side notched portion, said ledge having a free edge with an upstanding lip therefon, an inverted hook shaped upper surface above said ledge and outwardly offset therefrom, and an inclined wall between said ledge and hook shaped upper surface.
3. A dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an upper dowel bar receiving surface above said ledge and outwardly offset therefrom, an inclined wall connecting the inner portions of said ledge and upper surface and a downwardly projecting lip on the outer portion of said upper surface.
4. A dowel bar installing device comprising a plunger, a dowel receiving pocket notched from the side edge of said plunger, said pocket having a recessed supporting ledge, an inverted hook shaped upper surface above said ledge and outwardly offset therefrom, an inclined wall between said ledge and upper surface, and a pointed lower end below said ledge.
FRED D. CARNES.
REFERENCES CITED The following references are of recordin the file of this patent:
UNITED STATES PATENTS Number
US111631A 1949-08-22 1949-08-22 Dowel bar installing device Expired - Lifetime US2596206A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US111631A US2596206A (en) 1949-08-22 1949-08-22 Dowel bar installing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US111631A US2596206A (en) 1949-08-22 1949-08-22 Dowel bar installing device

Publications (1)

Publication Number Publication Date
US2596206A true US2596206A (en) 1952-05-13

Family

ID=22339580

Family Applications (1)

Application Number Title Priority Date Filing Date
US111631A Expired - Lifetime US2596206A (en) 1949-08-22 1949-08-22 Dowel bar installing device

Country Status (1)

Country Link
US (1) US2596206A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3057274A (en) * 1957-10-21 1962-10-09 Clipper Mfg Company Method of forming road joints and machine for use therein
US3083621A (en) * 1958-08-06 1963-04-02 Republic Steel Corp Machine for laying reinforcing bars in concrete pavement
US3678816A (en) * 1970-04-13 1972-07-25 Rex Chainbelt Inc Apparatus for installing reinforcing in plastic concrete
US4168135A (en) * 1976-11-26 1979-09-18 Ab Strangbetong Casting machine with reinforcement inserting device
DE3117544A1 (en) * 1981-05-04 1982-11-25 Joseph Vögele AG, 6800 Mannheim Dowel setting in concrete road construction
EP0117323A1 (en) * 1983-02-10 1984-09-05 Guntert And Zimmermann Const. Div. Inc. Apparatus and process for dowel insertion to concrete panel joints
US4493584A (en) * 1981-12-17 1985-01-15 Guntert & Zimmerman Const. Div., Inc. Apparatus and process for dowel insertions
US5405212A (en) * 1992-06-18 1995-04-11 Cmi Corporation Paving machine with drop-then-stop dowel bar insertion
US5588776A (en) * 1994-01-21 1996-12-31 Cmi Corporation Paving machine having automatic metering screed control
US6394410B1 (en) 2000-07-06 2002-05-28 Randy L. Thompson Adjustable reinforcement insertion guide for a slip form concrete barrier mold
EP3543430A1 (en) * 2018-03-20 2019-09-25 Solidian GmbH Positioning apparatus and method for producing a reinforced construction element

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1780463A (en) * 1929-10-16 1930-11-04 American Steel & Wire Co Concrete reenforcement support
US2175240A (en) * 1937-11-05 1939-10-10 Oscar F Arthur Apparatus for placing reinforcement in concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1780463A (en) * 1929-10-16 1930-11-04 American Steel & Wire Co Concrete reenforcement support
US2175240A (en) * 1937-11-05 1939-10-10 Oscar F Arthur Apparatus for placing reinforcement in concrete

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3057274A (en) * 1957-10-21 1962-10-09 Clipper Mfg Company Method of forming road joints and machine for use therein
US3083621A (en) * 1958-08-06 1963-04-02 Republic Steel Corp Machine for laying reinforcing bars in concrete pavement
US3678816A (en) * 1970-04-13 1972-07-25 Rex Chainbelt Inc Apparatus for installing reinforcing in plastic concrete
US4168135A (en) * 1976-11-26 1979-09-18 Ab Strangbetong Casting machine with reinforcement inserting device
DE3117544A1 (en) * 1981-05-04 1982-11-25 Joseph Vögele AG, 6800 Mannheim Dowel setting in concrete road construction
US4493584A (en) * 1981-12-17 1985-01-15 Guntert & Zimmerman Const. Div., Inc. Apparatus and process for dowel insertions
EP0117323A1 (en) * 1983-02-10 1984-09-05 Guntert And Zimmermann Const. Div. Inc. Apparatus and process for dowel insertion to concrete panel joints
US5405212A (en) * 1992-06-18 1995-04-11 Cmi Corporation Paving machine with drop-then-stop dowel bar insertion
US5588776A (en) * 1994-01-21 1996-12-31 Cmi Corporation Paving machine having automatic metering screed control
US6394410B1 (en) 2000-07-06 2002-05-28 Randy L. Thompson Adjustable reinforcement insertion guide for a slip form concrete barrier mold
EP3543430A1 (en) * 2018-03-20 2019-09-25 Solidian GmbH Positioning apparatus and method for producing a reinforced construction element
US10934701B2 (en) 2018-03-20 2021-03-02 Solidian Gmbh Positioning device and method for producing a reinforced construction material body

Similar Documents

Publication Publication Date Title
US2596206A (en) Dowel bar installing device
CN211733030U (en) Automatic feeding device
KR900014664A (en) Manufacturing method of plated pile fabric and sinker used therein
CN209652727U (en) Grouting device is used in a kind of construction of Cement Concrete plat-bottom escape mud jacking
CN113120589A (en) Automatic feeding device
US2276558A (en) Closed cavity end concrete block mold
US3736719A (en) Reinforcing rod chairs
US2092106A (en) Fabrication of composite structural
US2189222A (en) Apron control for carrying scrapers
US1879993A (en) Pile driver
US2407441A (en) Form to provide air passages in concrete walls
CN210122385U (en) Cab leveling hydraulic device of bucket-wheel stacker reclaimer
CN108978638A (en) Control the construction method of bored concrete pile thickness of protection tier
US1569000A (en) Weight for sinking well casings
US1844781A (en) Machine for the production of knitted fabrics
US1807364A (en) Dowel bar support
US1646167A (en) Threshold and process of constructing same
US2331148A (en) Tie tamper
US2911701A (en) Block molding means
US885863A (en) Concrete railway-tie.
FR2411910A1 (en) LOW OR SIMILAR CIRCULAR MACHINE
US551629A (en) geinz
SU478909A1 (en) Soil compacting device
US1688981A (en) Anchoring element for concrete construction
US2051955A (en) Device for actuating the thread guide of flat knitting machines