GB2443612A - Joint cutter - Google Patents

Joint cutter Download PDF

Info

Publication number
GB2443612A
GB2443612A GB0622338A GB0622338A GB2443612A GB 2443612 A GB2443612 A GB 2443612A GB 0622338 A GB0622338 A GB 0622338A GB 0622338 A GB0622338 A GB 0622338A GB 2443612 A GB2443612 A GB 2443612A
Authority
GB
United Kingdom
Prior art keywords
joint
joint cutter
vehicle
cutting
bonding agent
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.)
Withdrawn
Application number
GB0622338A
Other versions
GB0622338D0 (en
Inventor
Warren Bentley
Richard Needham
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.)
Aggregate Industries UK Ltd
Original Assignee
Aggregate Industries UK Ltd
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 Aggregate Industries UK Ltd filed Critical Aggregate Industries UK Ltd
Priority to GB0622338A priority Critical patent/GB2443612A/en
Publication of GB0622338D0 publication Critical patent/GB0622338D0/en
Priority to US11/937,809 priority patent/US20080124172A1/en
Priority to EP07021816A priority patent/EP1921209A1/en
Publication of GB2443612A publication Critical patent/GB2443612A/en
Withdrawn legal-status Critical Current

Links

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
    • E01C23/02Devices 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
    • E01C23/026Introducing preformed inserts into or filling grooves or like channels in laid paving, with or without concurrent making or working of groove or channel, e.g. filling groove with semi-plastic material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28DWORKING STONE OR STONE-LIKE MATERIALS
    • B28D7/00Accessories specially adapted for use with machines or devices of the preceding groups
    • 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
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0966Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
    • E01C23/0973Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with liquid or semi-liquid materials, e.g. crack sealants

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Repair (AREA)

Abstract

A joint cutter for cutting a joint in a hydraulically bound material such as paver laid concrete or roller compacted concrete. The joint cutter is configured to be attached to a vehicle such as a road roller. The joint cutter comprises a hardened steel disc or wheel 1 disposed on a pivoting arm to allow the disc to be positioned in two configurations. The first configuration allows the disc to be lowered in order to cut a joint in the hydraulically bound material and the second configuration allows the disc to be raised. Means such as a spray nozzle 9 are provided for applying de-bonding agent 11 to the disc. The de-bonding agent may be stored in a tank and pump means may be provided. The de-bonding agent may be bitumen. A method of cutting a joint using a joint cutting vehicle is also disclosed.

Description

Joint cutter This invention relates to a joint cutter, and to a vchicle
having a joint cutter, for cuffing joints in hydraulically bound materials, for example concrete.
Hydraulically bound materials (HBM), for example concrete, have a tendency to crack when they dry due to shrinkage caused by a reduction in the volume taken up by water when the water evaporates. It is preferable to control the manner in which the concrete cracks, rather than allow uneonliolled cracking, as this could result in weaknesses in the concrete in highly stressed areas (fOr example the areas of concrete underneath vehicles' tyres iii a busy road), and increased likelihood ol' damage to the concrete in extreme weather conditions (for example freeze-thaw frost shattering due to rain water accumulating in cracks in the concrete and expanding when the temperature goes below freezing point). The Specification for highway Works (Volume 1, November 2004), clause 818, defines requirements for Induced Cracking of hIBM: (I) Where the IIBM layer in the pavement construction comprises IIBM with a strength class equal to or exceeding C 8/10, C 9/12 or 13 that layer shall have cracks induced during construction, as described below, at a maximum longitudinal spacing of 3 iii 10%. Where any underlying pavement construction comprises cracked HBM the cracks in the overlying HBM shall align with cracks in the underlying construction.
(2) Cracks shall he induced in Fresh material. The transverse cracks shall be induced by grooving the fresh material to a depth which leaves a vertical groove not more than mm wide, between one half and two thirds the layer thickness alter compaction, over the thll width of the pavement. A dc-bonding material 1...] shaH be inserted into the groove prior to final compaction, extending from the bottom of the groove to not less than half the height of the groove. During linal compaction oF the material, the groove shall he closed at the surface and the dc-bonding material shall be Fully encased and remain continuous within the closed groove.
Current practice is to produce the joint either by a hand shovel and apply a de-bonding agent from a watering can or similar, or to operate a whacker plate with a metal fin attached to the underside (de bonding agent applied in a similar manner). However, these methods have a number ol'disadvantages: Inconsistent joint width
Inconsistent introduction of the de-bonding agent
Carried out by a person on Wot -only allows small areas to be covered at a time Requires manual handling and repeated actions by operatives Potential health and safety issues relating to hand-arm vibration (HAV) The last two points are of key concern as part of the continual improvement in health and safety. Such a factor may be important at pre-tender stage for major contracts. It would be advantageous to provide an apparatus and method for inducing cracks in hydraulically bound materials which overcome the above disadvantages, suitable fin applications according to clause 818 above and other applications.
According to an aspect of the invention there is provided a joint cutter for cutting ajoint in a hydraulically bound material, the apparatus configured to be attachable to a vehicle, said apparatus comprising cutting means configured to have two configurations, a first configuration in which the cuttin.g means is lowered to, in operation, cut the said joint in the said hydraulically bound material, and a second configuration in which the cutter is raised, and applying means for applying a dc-bonding agent to the said joint.
Preferably the hydraulically bound material comprises concrete, for example paver laid concrete or roller compacted concrete. Typically the vehicle to which the apparatus may be attached comprises a road roller, for example a small tandem roller. Preferably Il-ic cutting means comprises a hardened steel disc or wheel. Other materials and shapes may also be used. The cutting means may be rotatably mounted on the joint cutter, or it may he fixed. The width of the disc may preferably he in the range 10 to 25 millimetres, more preferably 15 to 20 mm. [he diameter of the disc may preferably be in the range to 1000 mm, more preferably 400 mm or 540 nun.
Preferably the applying means includes a nozzle for spraying the dc-bonding agent into the joint. Preferably the cutting means is provided on an arm, hydraulically actuated to provide the first and second configurations. Preferably the arm is pivotally mounted on a support imit of the joint cutter. Alternatively the arm may be mounted directly on the vehicle. Preferably the applying means includes a pump or sprayer. Preferably the dc-bonding agent comprises a bituminous tack coat, br example a bitumen emulsion.
Optionally a crack-inducing agent may he used.
In another aspect there is provided a joint cutting vehicle comprising a joint cutter according to the invention mounted to a vehicle.
According to a further aspect of the invention, there is provided a method of cutting a joint in a hydraulically bound material using a joint cutting vehicle according to the present invention, the method comprising lowering the cutting means of the joint cutter of the vehicle to engage it with the hydraulically bound material, moving the vehicle in order to cut the hydraulically bound material with the cutting means, and applying a de-bonding agent to the joint thus formed.
We describe a joint cutter used to provide ajoint in paver laid concrete (also known as Roller Compacted Concrete) and hydraulically Bound Materials (HBM). This joint is then filled with a dc-bonding agent (typically, but not exclusively, bituminous tack coat). The material is then roller compacted to form a visibly continuous material which will crack in a controlled manner along these induced planes of weakness during shrinkage.
In particular. the joint cutter has the benefits of: Consistent joint width
Consistent introduction of the dc-bonding agent
Mounted on a mobile device (small tandem roller) -enables large areas to he covered Elimination of manual handling/repeated actions by operatives Elimination of potential health and safety issues relating to hand-aim vibration Features of the above described aspects and embodiments of the invention may be combined in any peimutation.
Embodiments of these and other aspects of the invention will now be described in detail with reference to the accompanying drawings, in which: Figure 1 shows a side view of ajoint cutler mounted on a vehicle, according to the present invention.
Figure 2 shows a front view ofajoint cutter mounted on a vehicle, according to the present invention.
Figure 3 shows a plan view of a joint cutter mounted on a vehicle, according to the present invention.
Figure 4 shows a perspective view of a joint cutter according to the present invention.
Figure 5 shows a front view of ajoint cutter according to the present invention.
Figure 6 shows a side view of a joint cutter according to the present invention.
Figure 1 shows a side view of thejoint cutter, mounted on a vehicle (in out]ine), in this case a road roller. A hardened steel cutting wheel (I), diameter 540 millimetres, is mounted on an arm, pivotally mounted on a support by means of a bearing (2). i'he support may form part of the joint cutter, or alternatively it may he on the vehicle.
Between the cutting wheel and the bearing is provided another pivot (3), here used to mount a hydraulic ram (4) between the support and the arm. A rain down pipe (5) and a ram up pipe (6) are provided to supply hydraulic fluid to the ram to actuate the ram. A hydraulic 2-way directional control valve (7) may he used to control the actuation ol the ram, and provide an up-down control over the position of the cutting wheel. A hydraulic pressure line (17) is provided to supply hydraulic fluid under pressure from the vibrator motor. A return hydraulic pipe (8) is provided to the hydraulic tank; the tank may be provided as part of' the joint cutter, or the joint cutter may use a hydraulic tank from the hydraulic system of the vehicle, if one is available.
A nozzle (9), diameter 10 millimetres, is mounted near the cutting wheel, preferably behind the wheel in the normal direction of travel in operation, for clean injection of tack coat into the joint. The nozzle is connected to a. dc-bonding agent application pipe (10). !iiis carries de-bonding agent (I 1) from a pump.
A tap (12) is provided to control the flow of dc-bonding agent in the joint cutter. This allows dc-bonding agent, preferably a bituminous tack coat, to be applied to the joint when ajoint is being cut, and for the amount ol'agent applied to be controlled, and to stop the flow of agent when the joint cutter is not cutting a joint. An existing on-board water tank (13) of the vehicle may be used to supply the dc-bonding agent, or a] teniati vel y the joint cutter may include a separate tank. A suction pipe (14) is provided to the supply side oI'the pump from the tank. The pump, here used to supply agent under pressure to the nozzle to spray agent onto the joint, may be supported by a support welded to the existing framework (15) of the vehicle. A folded steel cover (16) may be provided for the de-bonding agent sprayer.
Figure 2 shows a front view olthc joint cutter mounted on the vehicle (in outline). This shows the support unit welded to the existing chassis at the point (21). A folded sheet steel bracket (22) may he bolted to the existing bodywork to hold the 2 way directional control valve and dc-bonding agent spray tap. It will be apparent to the skilled person that other attachment methods than welding and bolting are also suitable. Depending on the materials used, brazing or adhesive bonding may also be used.
Figure 3 shows a plan view of the joint cutter mounted on the vehicle (in outline). The nozzle may beheld by a grub screw with a handle (31), which facilitates adjustment of the nozzle. the dc-bonding agent sprayer (33) is shown from above. An example of the vehicle, in this case a road roller, is the Bornag 80 ADII 2, available from BOMAG (Great Britain). Ltd. of Aylesford, Kent. Other road rollers and other vehicles will also he suitable for mounting the joint cutter.
Figures 4. 5 and 6 show a visual layout of the cutter without the roller present, showing the spray injector for thermal shrinkage cutting. Figurc 4 shows a perspective view. The red pipes show the flow of dc-bonding agent. The blue pipes show the flow olthe hydraulic fluid. Figure 5 shows a front vicw. Figure 6 shows a side view.
No doubt many other elièctive alternatives will occur to the skilled person. It will be understood that the invention is not limited to the described embodiments and encompasses modifications apparent to those skilled in the art lying within the spirit and scope of' the claims appended hereto.

Claims (17)

  1. CLAiMS: 1. A joint cutter for cutting a joint in a hydraulically bound
    material, the joint cutter configured to be attachable to a vehicle, said joint cutter comprising: cutting means configured to have two configurations, a first configuration in which the cutting mcaiìs is lowered to, in operation, cut the said joint in the said hydraulically bound material, and a second configuration in which the cutter is raised; and applying means for applying a dc-bonding agent to the said joint.
  2. 2. A joint cutter according to claim I, wherein the hydraulically bound material comprises concrete, preferably paver laid concrete or roller compacted concrete.
  3. 3. A joint cutter according to any pi-eceeding claim, wherein the vehicle comprises a road roller.
  4. 4. A joint cutter according to any preceeding claim, wherein the cuffing means comprises a hardened steel disc.
  5. 5. A joint cutter according to claim 4, wherein a width of the disc is in the range 15 to 20 millimetres and a diameter of the disc is in the range 400 to 540 millimetres.
  6. 6. A joint cutter according to any preceeding claim, wherein the applying means comprises a nozzle for spraying the said dc-bonding agent into the said joint.
  7. 7. A joint cutter according to claim 6, wherein the nozzle is coupled to a tank for storing the said dc-bonding agent.
  8. 8. A joint cutter according to any preceeding claim, wherein the cutting means is disposed on an ann.
  9. 9. A joint cutter according to claim 8, wherein the arm is hydraulically operable to provide said first. configuration and said second configuration.
  10. 10. A joint cutter according to claim 8 or claim 9, wherein the arm is pivotally mounted on said joint cutter.
  11. 11. A joint cutter according to claim 8 or claim 9. wherein the arm is pivotally mountable on a said vehicle.
  12. 12. A joint cutter according to any preceeding claim, wherein the applying means comprises a pump.
  13. 13. A joint cutter according to any preceeding claim, wherein the said dc-bonding agent comprises a bituminous tack coat.
  14. 14. A vehicle having the joint cutter of any preceeding claim.
  15. I 5 A vehicle according to claim 1 4, wherein the vehicle comprises a road roller.
  16. 16. A method of cutting a joint in a hydraulically bound material using a joint cutting vehicle according to tile present invention, the method comprising: lowering the cutting means of the joint cutter of the vehicle to engage it with the hydraulically bound material moving the vehicle in order to cut the hydraulically bound material wi Eli the cutting means; and applying a dc-bonding agent to the joint thus formed.
  17. 17. A joint cutter, vehicle or method substantially as described herein, with reference to the accompanying drawings.
GB0622338A 2006-11-09 2006-11-09 Joint cutter Withdrawn GB2443612A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB0622338A GB2443612A (en) 2006-11-09 2006-11-09 Joint cutter
US11/937,809 US20080124172A1 (en) 2006-11-09 2007-11-09 Joint cutter
EP07021816A EP1921209A1 (en) 2006-11-09 2007-11-09 Cracking-inducing vehicle and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0622338A GB2443612A (en) 2006-11-09 2006-11-09 Joint cutter

Publications (2)

Publication Number Publication Date
GB0622338D0 GB0622338D0 (en) 2006-12-20
GB2443612A true GB2443612A (en) 2008-05-14

Family

ID=37594610

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0622338A Withdrawn GB2443612A (en) 2006-11-09 2006-11-09 Joint cutter

Country Status (3)

Country Link
US (1) US20080124172A1 (en)
EP (1) EP1921209A1 (en)
GB (1) GB2443612A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102950643A (en) * 2011-08-31 2013-03-06 莱州市云磊石材有限公司 Mortar wrapping device for fireproof heat-insulation materials
CN102936871B (en) * 2012-11-13 2015-04-29 广东易山重工股份有限公司 Device for loading and unloading road roller on road combined maintenance truck
CN112759315B (en) * 2020-12-21 2023-01-20 中国水利水电第九工程局有限公司 Construction method for dynamically controlling VC value of roller compacted concrete under complex weather condition

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2673725A (en) * 1950-08-21 1954-03-30 Concrete Saw Company Power-driven cutting machine for pavements and the like
US4175788A (en) * 1978-04-10 1979-11-27 Crafco, Inc. Pavement cutting machine
US5477844A (en) * 1993-11-10 1995-12-26 Diamant Boart, Inc. Slurry recovery system for a wet cutting saw
US20060240753A1 (en) * 2005-04-20 2006-10-26 Carsten Ziegs Abrasive cutting device

Family Cites Families (15)

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Publication number Priority date Publication date Assignee Title
US1916887A (en) * 1930-04-23 1933-07-04 Mcclain William Thomas Dummy joint cutter for concrete pavements
US4502814A (en) * 1981-03-09 1985-03-05 Hercules Incorporated Continuous crack and joint overlay
JPS6149071A (en) * 1984-08-17 1986-03-10 日本電信電話株式会社 Adhesive injection apparatus and method for injecting adhesive in cracks of concrete structure
US4630965A (en) * 1985-01-14 1986-12-23 Cleanseal Systems, Inc. Apparatus for sealing pavement seams
DE3613784A1 (en) 1986-04-23 1987-11-05 Heilit & Woerner Bau Ag CONCRETE CEILER
US5006012A (en) * 1989-03-09 1991-04-09 Sterner Carl L Combination road repair machine with improved crack-filling capabilities
US5178487A (en) * 1991-05-20 1993-01-12 Dresselhaus Donald F Vehicle surface crackseal train
US5354145A (en) * 1991-12-10 1994-10-11 Sterner Carl L Cold-applied fast-setting road repair material, applicator, and method
US5711631A (en) * 1992-11-23 1998-01-27 Amon; Thomas Richard Method of asphalt paving and pavement
FR2754551B1 (en) 1996-10-15 1999-09-10 Telecommunications Sa METHOD AND DEVICE FOR MAKING A GROOVE IN A TRACK COVER
US6102022A (en) * 1997-01-07 2000-08-15 Crafco, Incorporated Pavement cutting machine
US6109826A (en) * 1999-06-03 2000-08-29 Cimline, Inc. Melter and applicator for applying filling material to paved surfaces
US6290428B1 (en) * 1999-09-21 2001-09-18 Allen M. Hall Machine and method for dispensing a sealing compound
ES1057527Y (en) 2004-05-06 2004-12-01 Ochando Jose Luis Hernandez DEVICE FOR PERFORMING FRESH PREFISURATION AND FILLING OF FISURES IN FIRMS TREATED WITH CEMENT.
ES2254006B1 (en) 2004-09-21 2007-08-01 Necso Entrecanales Cubiertas, S.A. PREFISURING MECHANISM FOR THE ROAD AND SIMILAR SIGNATURE.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2673725A (en) * 1950-08-21 1954-03-30 Concrete Saw Company Power-driven cutting machine for pavements and the like
US4175788A (en) * 1978-04-10 1979-11-27 Crafco, Inc. Pavement cutting machine
US5477844A (en) * 1993-11-10 1995-12-26 Diamant Boart, Inc. Slurry recovery system for a wet cutting saw
US20060240753A1 (en) * 2005-04-20 2006-10-26 Carsten Ziegs Abrasive cutting device

Also Published As

Publication number Publication date
US20080124172A1 (en) 2008-05-29
GB0622338D0 (en) 2006-12-20
EP1921209A1 (en) 2008-05-14

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Free format text: REGISTERED BETWEEN 20090917 AND 20090923

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