US20150211353A1 - Digital Ding Inspection Device - Google Patents

Digital Ding Inspection Device Download PDF

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Publication number
US20150211353A1
US20150211353A1 US14/167,195 US201414167195A US2015211353A1 US 20150211353 A1 US20150211353 A1 US 20150211353A1 US 201414167195 A US201414167195 A US 201414167195A US 2015211353 A1 US2015211353 A1 US 2015211353A1
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Prior art keywords
inspection device
borehole
readout unit
improved inspection
position sensor
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Abandoned
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US14/167,195
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John Z. Ding
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Individual
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Priority to US14/167,195 priority Critical patent/US20150211353A1/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B47/00Survey of boreholes or wells
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B47/00Survey of boreholes or wells
    • E21B47/04Measuring depth or liquid level
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B47/00Survey of boreholes or wells
    • E21B47/09Locating or determining the position of objects in boreholes or wells, e.g. the position of an extending arm; Identifying the free or blocked portions of pipes

Definitions

  • the invention was not made under a government contract, or federal fund.
  • SID Shaft Inspection Device
  • Min-SID Miniature Shaft Inspection Device
  • SID was developed in the early 1980s by Schmertmann and Crapps, Inc.
  • the SID comprises a television camera sealed inside a water-tight jacket and is used for inspecting both dry and wet excavations.
  • the concept of the SID was derived from an Australian drilled shaft inspection device originally developed by Dr. Jim Holden of the Country Roads Board. SID is a heavy (over 1000 lb) and large equipment. The operation is relatively expensive and time consuming
  • Mini-SID was introduced around 1998 with much lighter weight and easier operation procedures. However, it is still very expansive and time consuming It also involved the operations of specifically trained personnel.
  • DID Ding Inspection Device
  • Embodiments of the invention overcome one or more deficiencies in the prior art by using digital position sensor instead of mechanical gauge.
  • the entire measuring unit in the prior art including the steel piston and the sliding collar, is replaced with a position sensor, which provides continuous measurements and digital readings of the sediment thickness at the bottom of a borehole without the need of repeated retrieving of the measuring unit.
  • the improved device provide following benefits for the drilled shaft inspection:
  • FIG. 1 is the schematic sketch of the measuring unit.
  • FIG. 2 is a picture overview of the measuring unit.
  • FIG. 3 is a picture of the digital readout unit.
  • FIG. 4 is the design details A.
  • FIG. 5 is the design details B.
  • FIG. 6 is the design details C.
  • FIG. 1 illustrates the schematic sketch of the digital Ding Inspection Device (DID).
  • the system comprises a metal upper plate, three metal legs attached to the upper plate, a position sensor attached to the upper plate, a metal bottom plate with holes, three metal eye bolt lifting rings attached to the upper plate, a digital readout unit, and a cable connecting the position sensor and the digital readout unit.
  • the entire measuring unit is slowly lowered into a borehole. Once the unit reaches the bottom of a borehole, the bottom plate stays on top of the sediment and the three legs penetrate through the sediment and touch the harder surface. The relative movement between the bottom plate and the tip of the three legs is measured by the position sensor and displayed by the digital readout unit outside the borehole.
  • FIG. 2 and FIG. 3 are the pictures of the measuring and the digital readout unit.
  • FIG. 4 , FIG. 5 , and FIG. 6 are the design details of the measuring unit.
  • the inspection procedure includes following essential steps:

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  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Geophysics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

Inspection of an interior bottom of a borehole by means of measuring the sediment thickness at the bottom. A digital inspection device to be lowered in the borehole supports an electrical transformer for the continuous measurement of the sediment thickness at the bottom of a borehole. A digital readout unit receives signals from the electrical transformer and displays the bottom sediment thickness.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • This application is a continuation-in-part of application Ser. No. 12/888,500, filed Sep. 23, 2010, the entire disclosures of which are incorporated herein by reference.
  • STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH (IF APPLICABLE)
  • The invention was not made under a government contract, or federal fund.
  • BACKGROUND OF THE INVENTION
  • As a critical part of the drilled shaft quality control (FHWA, 1999), inspecting the bottom cleanliness of drilled shafts has always been challenging to contractors, engineers, and field inspectors, especially in the situation of the wet construction method, when direct visual inspections are impossible. Even with the dry construction method, inspectors have been reluctant to inspect the bottom visually due to safety concerns. On the other hand, most federal and local agencies, such as states' department of transportation and city building authorities specify that drilled shafts be inspected for bottom cleanliness prior to the placement of concrete. Typically, a minimum of 50 percent of the base of each shaft should have less than 0.5 inch of sediment at the time of concrete placement, and the maximum depth of sediment or any debris at any place on the base of the shaft is not allowed to exceed 1.5 inches. Conscientious cleaning of the bottom of drilled shafts has been proven by loads tests to be necessary for suitable load transfer in end bearing.
  • Currently, the Shaft Inspection Device (SID) or Miniature Shaft Inspection Device (Min-SID) are the only devices recognized as being relatively accurate to measure the drilled shaft bottom sediment without an inspector's direct measurement in the hole.
  • SID was developed in the early 1980s by Schmertmann and Crapps, Inc. The SID comprises a television camera sealed inside a water-tight jacket and is used for inspecting both dry and wet excavations. The concept of the SID was derived from an Australian drilled shaft inspection device originally developed by Dr. Jim Holden of the Country Roads Board. SID is a heavy (over 1000 lb) and large equipment. The operation is relatively expensive and time consuming
  • Mini-SID was introduced around 1998 with much lighter weight and easier operation procedures. However, it is still very expansive and time consuming It also involved the operations of specifically trained personnel.
  • Ding Inspection Device (DID) was developed around 2009 and was granted a U.S. Patent on Apr. 10, 2012. DID provides a simple, reliable, and effective way for the inspection of the borehole by means of measuring the sediment thickness at the bottom of a borehole. However, the measuring unit must be retrieved from the bottom of a borehole and a manual reading must be taken and recorded for each reading, which could be relatively labor intensive. In addition, the connection between the center steel piston and the sliding could be worn out quickly due to the repeated measurement, which could affect the accuracy of the measurement.
  • For these reasons, a digital inspection device with improved efficiency and accuracy is desired.
  • SUMMARY OF THE INVENTION
  • Embodiments of the invention overcome one or more deficiencies in the prior art by using digital position sensor instead of mechanical gauge. The entire measuring unit in the prior art, including the steel piston and the sliding collar, is replaced with a position sensor, which provides continuous measurements and digital readings of the sediment thickness at the bottom of a borehole without the need of repeated retrieving of the measuring unit.
  • The improved device provide following benefits for the drilled shaft inspection:
  • 1. No need of the human excess into the boring hole
  • 2. Significantly improved efficiency of the inspection
  • 3. Significantly improved accuracy of the measurement
  • 4. Continuous measurement with a digital readout unit
  • 5. Easy to operate
  • DESCRIPTION OF THE DRAWING
  • FIG. 1 is the schematic sketch of the measuring unit.
  • FIG. 2 is a picture overview of the measuring unit.
  • FIG. 3 is a picture of the digital readout unit.
  • FIG. 4 is the design details A.
  • FIG. 5 is the design details B.
  • FIG. 6 is the design details C.
  • DETAILED DESCRIPTION OF INVENTION
  • Referring to the drawings, FIG. 1 illustrates the schematic sketch of the digital Ding Inspection Device (DID). As shown, the system comprises a metal upper plate, three metal legs attached to the upper plate, a position sensor attached to the upper plate, a metal bottom plate with holes, three metal eye bolt lifting rings attached to the upper plate, a digital readout unit, and a cable connecting the position sensor and the digital readout unit.
  • To perform the inspection, the entire measuring unit is slowly lowered into a borehole. Once the unit reaches the bottom of a borehole, the bottom plate stays on top of the sediment and the three legs penetrate through the sediment and touch the harder surface. The relative movement between the bottom plate and the tip of the three legs is measured by the position sensor and displayed by the digital readout unit outside the borehole.
  • FIG. 2 and FIG. 3 are the pictures of the measuring and the digital readout unit.
  • FIG. 4, FIG. 5, and FIG. 6 are the design details of the measuring unit.
  • The inspection procedure includes following essential steps:
  • 1. Align the key with the keyway in the connector and measuring unit. Insert the connector and tighten the nut to secure the connection.
  • 2. Connect the cable to the digital readout unit and tighten the nut.
  • 3. Connect the power source (110V/220V) to the digital readout unit and turn the power on.
  • 4. Slowly lower the measuring unit into a borehole. If there is liquid in the hole, make sure that the measuring device sinks into the bottom by its own weight.
  • 5. Take reading that is displayed by the readout unit
  • 6. Lift the measuring unit to make sure that the tips of the three legs are on out of the sediment.
  • 7. Repeat steps 4 to 6 if additional readings are required.

Claims (7)

1. An improved inspection device comprising an upper metal plate, three legs attached to the upper plate, a position sensor attached to the upper plate, a digital readout unit, a cable connecting the position sensor by a waterproof connector and the digital readout unit, a bottom plate with holes, three lifting eye bolt rings attached to the upper plate for insertion into a borehole for measuring sediment thickness at the bottom of the hole.
2. A method of inspecting a borehole, either dry or into a liquid, by means of measuring the sediment thickness at the borehole bottom using said device of claim 1.
3. The improved inspection device according to claim 1 wherein the upper plate comprises a round metal plate and three lifting eye bolt rings attached to the upper surface of the plate.
4. The improved inspection device according to claim 1 wherein the three legs comprises metal bars with sharpened tips.
5. The improved inspection device according to claim 1 wherein the position sensor comprises a device for measuring displacement, said displacement representing the sediment thickness at the bottom of a borehole.
6. The improved inspection device according to claim 1 wherein the digital readout unit comprises a computer having a display, responds to the signals from the electrical transformer for displaying the sediment thickness at the bottom of a borehole.
7. The improved inspection device according to claim 1 wherein the cable connects the digital readout unit and the position sensor with a waterproof connector.
US14/167,195 2010-09-23 2014-01-29 Digital Ding Inspection Device Abandoned US20150211353A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US14/167,195 US20150211353A1 (en) 2010-09-23 2014-01-29 Digital Ding Inspection Device

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Application Number Priority Date Filing Date Title
US12/888,500 US8151658B1 (en) 2010-09-23 2010-09-23 Ding inspection device
US14/167,195 US20150211353A1 (en) 2010-09-23 2014-01-29 Digital Ding Inspection Device

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US12/888,500 Expired - Fee Related US8151658B1 (en) 2010-09-23 2010-09-23 Ding inspection device
US14/167,195 Abandoned US20150211353A1 (en) 2010-09-23 2014-01-29 Digital Ding Inspection Device

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160348500A1 (en) * 2013-12-05 2016-12-01 Pile Dynamics, Inc. Borehole testing device
US10408051B2 (en) * 2016-07-13 2019-09-10 Korea University Research And Business Foundation Device for measuring suspension in drilling fluid and thickness of slime at the bottom of pile borehole
US10690805B2 (en) * 2013-12-05 2020-06-23 Pile Dynamics, Inc. Borehold testing device
US12000975B2 (en) 2022-04-21 2024-06-04 Pile Dynamics, Inc. Borehole inspecting and testing device and method of using the same

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8151658B1 (en) * 2010-09-23 2012-04-10 John Z. Ding Ding inspection device
CN102661143B (en) * 2012-05-21 2014-08-27 武汉岩海工程技术有限公司 Device and method for detecting thickness of sediments at bottom of drilling hole based on hardness difference sensing
CN102748008B (en) * 2012-07-18 2014-11-12 武汉岩海工程技术有限公司 Detecting device capable of realizing drill hole three-dimensional imaging and method thereof
CN102979111A (en) * 2012-11-30 2013-03-20 中国十七冶集团有限公司 Device for measuring sediment thickness of pile base of cast-in-situ bored pile
WO2016178684A1 (en) * 2015-05-07 2016-11-10 Pile Dynamics, Inc. Borehole inspecting and testing device and method of using the same
CN107059954B (en) * 2017-03-20 2018-07-20 广州珠江工程建设监理有限公司 A kind of bored piles bottom sediment thickness detection device and method
US10557340B2 (en) * 2017-10-23 2020-02-11 Aver Technologies, Inc. Ultrasonic borescope for drilled shaft inspection
CN109209238B (en) * 2018-10-27 2020-11-03 江苏中煤地质工程研究院有限公司 Portable in-situ shallow geothermal measurement drill bit
CN109916354A (en) * 2019-04-03 2019-06-21 广东中人岩土工程有限公司 A kind of rotary digging stake sediment thickness detection device
CN110528599B (en) * 2019-07-23 2021-05-14 中建三局集团有限公司 Building construction concrete filling pile sediment measuring device and using method thereof
CN110905011A (en) * 2019-11-28 2020-03-24 云南建研建设工程检测鉴定有限公司 Method for detecting thickness of concrete pouring foundation pile bottom sediment
US11136879B2 (en) 2020-01-31 2021-10-05 Aver Technologies, Inc. Borescope for drilled shaft inspection
US10677039B1 (en) 2020-01-31 2020-06-09 Aver Technologies, Inc. Borescope for drilled shaft inspection

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040160514A1 (en) * 1998-09-30 2004-08-19 Florida State University Research Foundation Borescope for drilled shaft inspection
US20120073363A1 (en) * 2010-09-23 2012-03-29 John Ding Ding Inspection Device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040160514A1 (en) * 1998-09-30 2004-08-19 Florida State University Research Foundation Borescope for drilled shaft inspection
US20070127780A1 (en) * 1998-09-30 2007-06-07 Florida State University Research Foundation, Inc. Digital video borescope for drilled shaft inspection
US20120073363A1 (en) * 2010-09-23 2012-03-29 John Ding Ding Inspection Device
US8151658B1 (en) * 2010-09-23 2012-04-10 John Z. Ding Ding inspection device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160348500A1 (en) * 2013-12-05 2016-12-01 Pile Dynamics, Inc. Borehole testing device
US10330823B2 (en) * 2013-12-05 2019-06-25 Pile Dynamics, Inc. Borehole testing device
US10690805B2 (en) * 2013-12-05 2020-06-23 Pile Dynamics, Inc. Borehold testing device
US11340379B2 (en) 2013-12-05 2022-05-24 Pile Dynamics, Inc. Borehole inspecting and testing device and method of using the same
US10408051B2 (en) * 2016-07-13 2019-09-10 Korea University Research And Business Foundation Device for measuring suspension in drilling fluid and thickness of slime at the bottom of pile borehole
US12000975B2 (en) 2022-04-21 2024-06-04 Pile Dynamics, Inc. Borehole inspecting and testing device and method of using the same

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US8151658B1 (en) 2012-04-10

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