US20030007835A1 - Pavement corer and method - Google Patents
Pavement corer and method Download PDFInfo
- Publication number
- US20030007835A1 US20030007835A1 US09/884,203 US88420301A US2003007835A1 US 20030007835 A1 US20030007835 A1 US 20030007835A1 US 88420301 A US88420301 A US 88420301A US 2003007835 A1 US2003007835 A1 US 2003007835A1
- Authority
- US
- United States
- Prior art keywords
- speed
- cutting head
- rotation
- pavement
- heads
- 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.)
- Abandoned
Links
- 238000000034 method Methods 0.000 title claims abstract description 7
- 238000005520 cutting process Methods 0.000 claims abstract description 31
- 230000001105 regulatory effect Effects 0.000 claims abstract 3
- 238000005553 drilling Methods 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims 1
- 230000001419 dependent effect Effects 0.000 claims 1
- 239000012530 fluid Substances 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- 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
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/09—Devices 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
- E01C23/0906—Devices 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 forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges
- E01C23/0926—Devices 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 forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges with power-driven tools, e.g. vibrated, percussive cutters
- E01C23/0933—Devices 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 forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges with power-driven tools, e.g. vibrated, percussive cutters rotary, e.g. circular-saw joint cutters
- E01C23/094—Devices 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 forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges with power-driven tools, e.g. vibrated, percussive cutters rotary, e.g. circular-saw joint cutters about vertical or inclined axes, e.g. for core sampling
Definitions
- This invention is an improvement on a commercially available machine, the SIMCO 250 PTC.
- the improved version is marketed as the SIMCO 255 PTC.
- the speed of rotation of the cuffing head is an important one. If the speed is too high the cutter will polish. If the speed is low the job will take too long. It is necessary to keep the bit at the right speed, constantly. The down pressure exerted on the bit may vary, but the speed of rotation should remain constant. When rebar is encountered, it tends to slow the cutting process, but, again, maintaining the cutter speed is important.
- One of the objects of this invention is to establish an optimum speed of rotation for cutting heads of different diameters, and enabling an operator to maintain those speeds by observing a direct read tachometer.
- Another object is to provide such a machine in which upon setting the speed of rotation, that speed is automatically maintained, subject to an override by the operator.
- a pavement coring machine having rotating cutting heads of various diameters, the optimum speed of rotation of the heads varying with the diameter of the cutting head and the nature of the pavement being cored, is provided with a direct reading tachometer positioned to be observed by an operator of the machine, the tachometer being operatively connected to display the speed of rotation of the cutting head.
- the speed of rotation for any particular diameter head is set by the operator and maintained automatically, subject to the operator's override.
- the method of using the machine comprises determining the optimum speed of rotation of a cutting head of a particular diameter and for a particular use, and maintaining that speed of rotation as displayed on a direct reading tachometer.
- FIG. 1 is a view in perspective of one illustrative embodiment of pavement corer of this invention
- FIG. 2 is a view in perspective of a core
- FIG. 3 is a view in perspective of the core being lifted from the pavement.
- FIG. 4 is a view in front elevation of a control panel of the corer.
- reference numeral 1 indicates a rig of this invention mounted on a truck 2 .
- a prime mover in the form of a gasoline or diesel engine or electric motor, for example, drives a hydraulic pump, not here shown, to supply hydraulic fluid to a hydraulic motor 3 .
- a cutting head 5 is rotated by the motor 3 through a shaft 8 .
- a hydraulic cylinder, not here shown, in a mast 10 exerts a downward pressure on the motor, shaft, and cutter head.
- These elements also, are conventional, as is a water swivel 14 .
- Control knobs 20 and 21 regulate the flow of hydraulic fluid from the pump to the motor 3 and to the hydraulic cylinder.
- a digital readout tachometer 25 displays the rate of rotation of the shaft 8 .
- Analog gauges 30 and 31 are calibrated to display the pressure of hydraulic fluid to the hydraulic cylinder in the mast, and to the motor 3 .
- reference numeral 40 indicates a core, with a hole 43 in it.
- the hole 43 is formed through a broad face 41 of the core 40 , entirely through the core, and an eyebolt 46 is anchored in the hole 43 .
- the core can then be lifted out of the hole by means of a cable lift, which, is shown somewhat diagrammatically as extending around a spool 50 .
- the spool 50 can be either manually operated through a gearing system, not shown, or by hydraulic motor.
- the spool 50 is shown as being mounted on an arm 52 revolvably connected to a post 54 mounted on a base 56 .
- the tachometer 25 can be analog, although the digital readout is preferred.
- Push-button controls can be provided for drills of each size expected to be used, so that merely by pushing the appropriate button, the speed of rotation is established and remains constant unless overridden by an operator. Any other means of setting the speed of rotation can be employed, and means for maintaining that speed.
- the optimum speed of rotation as used in the illustrative embodiment described indicates a speed within about plus or minus 10% of the optimum given in the table, above, not just the exact optimum speed.
- the optimum speeds of rotation for different types of cutter heads may vary, those speeds being recommended by the manufacture of the cutting head (bit or barrel).
- the optimum speed for those bits will then be in the range of about plus or minus 10% of the recommended speed.
- drilling through asphalt or other material softer than concrete it is possible to operate the cutting head at a slightly higher speed of rotation, but generally those speeds will be within the range of 10% of the ideal speed recommended by the manufacturer for coring concrete.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
A pavement coring machine having rotating cutting heads of various diameter, the optimum speed of rotation of the heads varying with the diameter of the cutting head and the nature of the pavement being cored has a direct reading tachometer positioned to be observed by an operator of the machine, the tachometer being operatively connected to display the speed of rotation of the cutting head. A method of operating the machine includes determining the optimum speed of rotation of a cutting head, and regulating the speed of the cutting head as displayed by the direct reading tachometer.
Description
- Not Applicable.
- This invention is an improvement on a commercially available machine, the SIMCO 250 PTC. The improved version is marketed as the SIMCO 255 PTC.
- Among the various factors that affect bit (cutter head) performance and company profit, the speed of rotation of the cuffing head is an important one. If the speed is too high the cutter will polish. If the speed is low the job will take too long. It is necessary to keep the bit at the right speed, constantly. The down pressure exerted on the bit may vary, but the speed of rotation should remain constant. When rebar is encountered, it tends to slow the cutting process, but, again, maintaining the cutter speed is important.
- Recommended core drilling speeds are as follows:
Bit Minimum Optimum Maximum Diameter RPM RPM RPM 2″ 1200 1600 2000 3″ 600 1050 1300 4″ 600 800 1000 5″ 475 640 800 6″ 400 530 665 7″ 340 450 600 8″ 300 400 500 10″ 240 320 400 12″ 200 265 330 14″ 170 225 285 16″ 150 200 250 18″ 130 175 220 20″ 120 160 200 - In pavement coring machines available heretofore, the speed of rotation has been controlled by the operator, judging the speed by experience.
- One of the objects of this invention is to establish an optimum speed of rotation for cutting heads of different diameters, and enabling an operator to maintain those speeds by observing a direct read tachometer.
- Another object is to provide such a machine in which upon setting the speed of rotation, that speed is automatically maintained, subject to an override by the operator.
- Other objects will become apparent to those skilled in the art in the light of the following description and accompanying drawing.
- In accordance with this invention, generally stated, a pavement coring machine having rotating cutting heads of various diameters, the optimum speed of rotation of the heads varying with the diameter of the cutting head and the nature of the pavement being cored, is provided with a direct reading tachometer positioned to be observed by an operator of the machine, the tachometer being operatively connected to display the speed of rotation of the cutting head. Preferably, the speed of rotation for any particular diameter head is set by the operator and maintained automatically, subject to the operator's override.
- The method of using the machine comprises determining the optimum speed of rotation of a cutting head of a particular diameter and for a particular use, and maintaining that speed of rotation as displayed on a direct reading tachometer.
- In the drawings:
- FIG. 1 is a view in perspective of one illustrative embodiment of pavement corer of this invention;
- FIG. 2 is a view in perspective of a core;
- FIG. 3 is a view in perspective of the core being lifted from the pavement; and
- FIG. 4 is a view in front elevation of a control panel of the corer.
- Referring now to the drawing for one illustrative embodiment of this invention,
reference numeral 1 indicates a rig of this invention mounted on atruck 2. A prime mover, in the form of a gasoline or diesel engine or electric motor, for example, drives a hydraulic pump, not here shown, to supply hydraulic fluid to ahydraulic motor 3. These elements are all conventional. Acutting head 5 is rotated by themotor 3 through ashaft 8. A hydraulic cylinder, not here shown, in amast 10 exerts a downward pressure on the motor, shaft, and cutter head. These elements, also, are conventional, as is a water swivel 14. -
20 and 21 regulate the flow of hydraulic fluid from the pump to theControl knobs motor 3 and to the hydraulic cylinder. - A
digital readout tachometer 25 displays the rate of rotation of theshaft 8. 30 and 31 are calibrated to display the pressure of hydraulic fluid to the hydraulic cylinder in the mast, and to theAnalog gauges motor 3. - Referring now to FIGS. 2 and 3,
reference numeral 40 indicates a core, with ahole 43 in it. After thecore 40 has been cut with the machine, thehole 43 is formed through a broad face 41 of thecore 40, entirely through the core, and aneyebolt 46 is anchored in thehole 43. The core can then be lifted out of the hole by means of a cable lift, which, is shown somewhat diagrammatically as extending around aspool 50. Thespool 50 can be either manually operated through a gearing system, not shown, or by hydraulic motor. In this illustrative embodiment, thespool 50 is shown as being mounted on anarm 52 revolvably connected to apost 54 mounted on abase 56. When thecore 40 has been raised above the level of pavement, it can be swung to one side, to permit access to the hole from which it was taken. - Numerous variations in the construction of the machine of this invention, and the method of use, within the scope of the appended claims will occur to those skilled in the art in the light of the foregoing disclosure. Merely by way of illustration and not of limitation, the
tachometer 25 can be analog, although the digital readout is preferred. Push-button controls can be provided for drills of each size expected to be used, so that merely by pushing the appropriate button, the speed of rotation is established and remains constant unless overridden by an operator. Any other means of setting the speed of rotation can be employed, and means for maintaining that speed. The optimum speed of rotation as used in the illustrative embodiment described indicates a speed within about plus orminus 10% of the optimum given in the table, above, not just the exact optimum speed. However, the optimum speeds of rotation for different types of cutter heads may vary, those speeds being recommended by the manufacture of the cutting head (bit or barrel). The optimum speed for those bits will then be in the range of about plus or minus 10% of the recommended speed. In drilling through asphalt or other material softer than concrete, it is possible to operate the cutting head at a slightly higher speed of rotation, but generally those speeds will be within the range of 10% of the ideal speed recommended by the manufacturer for coring concrete. These variations are merely illustrative.
Claims (5)
1. In a pavement coring machine having rotating cutting heads of various diameters, the optimum speed of rotation of said heads varying with the diameter of the cutting head and the nature of the pavement being cored, the improvement comprising a direct reading tachometer positioned to be observed by an operator of the machine, said tachometer being operatively connected to display the speed of rotation of said cutting head.
2. In a pavement coring machine having rotating cutting heads of various diameters, the optimum speed of rotation of said heads varying with the diameter of the cutting head and the nature of the pavement being cored, the improvement comprising a manually settable speed control having indicia representing diameters of said cutting heads, whereby when said speed control is set at a chosen indicium, the cutting head is rotated at an optimum speed.
3. The method of operating a pavement coring machine having heads of various diameters comprising determining the optimum speed of rotation of a cutting head, dependent upon the diameter of the cutting head, and regulating the speed of the cutting head as displayed by a direct reading tachometer.
4. The method of claim 3 wherein the speed of rotation of the cutting head is maintained automatically, subject to a manual override by the operator of the machine.
5. A method of coring a pavement comprising cutting a circular core by utilizing a pavement coring machine having rotating cutting heads of various diameters, the optimum speed of rotation of said heads varying with the diameter of the cutting head, determining the optimum speed of rotation of the particular cutting head being used, rotating said cutting head at said optimum speed, regulating the speed of the cutting head as displayed by a direct reading tachometer, thereafter drilling a hole through two broad faces of said core, anchoring an eye-bolt in said hole, and lifting said core by means of said eye-bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US09/884,203 US20030007835A1 (en) | 2001-06-19 | 2001-06-19 | Pavement corer and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US09/884,203 US20030007835A1 (en) | 2001-06-19 | 2001-06-19 | Pavement corer and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20030007835A1 true US20030007835A1 (en) | 2003-01-09 |
Family
ID=25384169
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US09/884,203 Abandoned US20030007835A1 (en) | 2001-06-19 | 2001-06-19 | Pavement corer and method |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20030007835A1 (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040191010A1 (en) * | 2001-06-29 | 2004-09-30 | Shigeru Mazaki | Tool device, and method for drilling |
| US20080277131A1 (en) * | 2007-05-08 | 2008-11-13 | Edward Marshall Pollock | Excavating method and apparatus |
| US8327950B2 (en) | 2010-08-06 | 2012-12-11 | Utilicor Technologies Inc. | Excavation apparatus |
| US20140328630A1 (en) * | 2013-05-06 | 2014-11-06 | Ulc Robotics, Inc. | System and method for facilitating access to utility boxes |
| US10280573B1 (en) | 2015-08-11 | 2019-05-07 | Ronald A. Knapp | Boring and milling machine for paved slabs |
| US20210062464A1 (en) * | 2019-08-28 | 2021-03-04 | Cciip Llc | Roadway access hole drill and a method of microtrenching using the drill to open an access hole in the roadway |
| US11015307B1 (en) * | 2019-05-08 | 2021-05-25 | Michael Crites | Road penetration and excavation system |
| CN115003440A (en) * | 2020-03-05 | 2022-09-02 | 喜利得股份公司 | Method for determining a recommendation for engaging a gear for a core drill and core drill |
| US11492766B2 (en) * | 2019-04-15 | 2022-11-08 | Freetech Thermal Power Co., Ltd | Method of hot recycling repairing by optimizing proportion of asphalt mixture on pavement alignment variation section |
| US20240123593A1 (en) * | 2021-03-11 | 2024-04-18 | Hilti Aktiengesellschaft | Method for operating a power tool and power tool |
| CN119086150A (en) * | 2024-09-30 | 2024-12-06 | 申成路桥建设集团有限公司 | A coring device for road construction quality inspection |
-
2001
- 2001-06-19 US US09/884,203 patent/US20030007835A1/en not_active Abandoned
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040191010A1 (en) * | 2001-06-29 | 2004-09-30 | Shigeru Mazaki | Tool device, and method for drilling |
| US7131795B2 (en) * | 2001-06-29 | 2006-11-07 | Mitsubishi Materials Corporation | Tool device, and method for drilling |
| US20080277131A1 (en) * | 2007-05-08 | 2008-11-13 | Edward Marshall Pollock | Excavating method and apparatus |
| US7757780B2 (en) | 2007-05-08 | 2010-07-20 | Utilicor Technologies Inc. | Excavating method and apparatus |
| US8327950B2 (en) | 2010-08-06 | 2012-12-11 | Utilicor Technologies Inc. | Excavation apparatus |
| US20140328630A1 (en) * | 2013-05-06 | 2014-11-06 | Ulc Robotics, Inc. | System and method for facilitating access to utility boxes |
| US10280573B1 (en) | 2015-08-11 | 2019-05-07 | Ronald A. Knapp | Boring and milling machine for paved slabs |
| US11492766B2 (en) * | 2019-04-15 | 2022-11-08 | Freetech Thermal Power Co., Ltd | Method of hot recycling repairing by optimizing proportion of asphalt mixture on pavement alignment variation section |
| US11015307B1 (en) * | 2019-05-08 | 2021-05-25 | Michael Crites | Road penetration and excavation system |
| US20210062464A1 (en) * | 2019-08-28 | 2021-03-04 | Cciip Llc | Roadway access hole drill and a method of microtrenching using the drill to open an access hole in the roadway |
| US11761166B2 (en) * | 2019-08-28 | 2023-09-19 | Cciip Llc | Roadway access hole drill and a method of microtrenching using the drill to open an access hole in the roadway |
| CN115003440A (en) * | 2020-03-05 | 2022-09-02 | 喜利得股份公司 | Method for determining a recommendation for engaging a gear for a core drill and core drill |
| US20240123593A1 (en) * | 2021-03-11 | 2024-04-18 | Hilti Aktiengesellschaft | Method for operating a power tool and power tool |
| CN119086150A (en) * | 2024-09-30 | 2024-12-06 | 申成路桥建设集团有限公司 | A coring device for road construction quality inspection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |