CN114838694B - Measuring method for field construction monitoring hole data - Google Patents

Measuring method for field construction monitoring hole data Download PDF

Info

Publication number
CN114838694B
CN114838694B CN202210517662.0A CN202210517662A CN114838694B CN 114838694 B CN114838694 B CN 114838694B CN 202210517662 A CN202210517662 A CN 202210517662A CN 114838694 B CN114838694 B CN 114838694B
Authority
CN
China
Prior art keywords
monitoring
hole
data
controller
button
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.)
Active
Application number
CN202210517662.0A
Other languages
Chinese (zh)
Other versions
CN114838694A (en
Inventor
李强
王磊
秦苏源
赵传伟
路通
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.)
Geological Exploration And Survey Brigade Of Cnacg
Original Assignee
Geological Exploration And Survey Brigade Of Cnacg
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 Geological Exploration And Survey Brigade Of Cnacg filed Critical Geological Exploration And Survey Brigade Of Cnacg
Priority to CN202210517662.0A priority Critical patent/CN114838694B/en
Publication of CN114838694A publication Critical patent/CN114838694A/en
Application granted granted Critical
Publication of CN114838694B publication Critical patent/CN114838694B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/18Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring depth
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses a measuring method of field construction monitoring hole data, which is applied to the field of seismic exploration and comprises the following steps: copying the data; (ii) installing a hole monitoring instrument, and powering on; (iii) copying the data to a monitoring instrument; (iv) measuring monitoring pore information; (v) completion of a monitoring well measurement; (vi) searching for the next monitoring hole; (vii) after all monitoring holes are detected, data are stored and the situation is reported; according to the invention, the motor is utilized to replace manual mechanical operation, intelligent data information acquisition is utilized to replace manual reading and measurement, data comparison is utilized to replace manual arrangement comparison, the coordinate information of the hole can be effectively monitored, the punching position is determined, the coordinates of the monitoring hole are provided for the personnel monitoring the hole, the position of the monitoring hole is conveniently found, the eight problems in the background technology can be effectively solved, the whole hole monitoring process is easy and labor-saving, the data is accurate and comprehensive, the feedback is timely, the production efficiency is effectively improved, and the cost is saved.

Description

Measuring method for field construction monitoring hole data
Technical Field
The invention relates to the field of seismic exploration, in particular to a method for measuring field construction monitoring hole data.
Background
In the field construction process of seismic exploration, the accuracy of field data acquisition is ensured by the pore-forming depth, the topography and the medium with different pore-forming depths are designed to be slightly different, and a monitoring pore group is generally arranged from a few meters to more than ten meters to ensure the accuracy of data acquisition. The panelist needs to check the depth and coordinates of the finished drilled holes according to the design, generally only monitors the hole depth, and in special cases, checks the coordinates of the holes and monitors the geological structure of the holes by using a probe.
The current hole monitoring steps and modes are as follows: before the work, the monitoring hole group members acquire paper data (commonly known as a table) such as the coordinate data of the specific holes to be monitored and the depth of the designed holes from the technical group, find the positions of the specific holes according to the marks of the required monitoring holes after the work is completed, bolt a plumb to the holes by using a rope marked with scales, and roughly estimate the depth of the holes according to the scales on the rope.
In order to facilitate the carrying and the use of the rope for measuring the hole depth, a Chinese character 'ji' shaped spool is used, and a wood chip is simply used for winding the rope. In order to improve the working efficiency, the hanging hammer slides from the spool or the wood chip automatically by the gravity of the hanging hammer when the hanging hammer is put down, and the number of the hanging hammer needs to be manually wound on the spool or the wood chip one by one, so that the operation is repeated.
The following eight problems exist in the above hole monitoring process: firstly, the reading is inaccurate, and only the data can be estimated and read according to 1 meter, 5 meters and 10 meters; secondly, when the measuring rope is lowered and pulled up, the scale on the hanging rope is easy to destroy, so that the problems of misalignment of the measuring tool and the like are solved, and the hand of a person monitoring the hole is scratched when the measuring rope is lowered too quickly; thirdly, when the rope is wound on the spool and the wood chip, the arms of the personnel monitoring the holes repeatedly wind the rope for many times, and the working efficiency of the tired arms is low; fourthly, only the depth of the hole can be monitored, and the coordinate position of the hole cannot be monitored; fifthly, in areas with complex construction environments, monitoring information is inconvenient to record by personnel monitoring holes, if the personnel monitoring the holes need to put down a monitoring tool, the recorded data record is drawn out, and then the monitoring tool is taken up, so that the process is complicated, unsafe and low in efficiency; if the number of the two persons is one, the working procedures are reduced, but the labor cost is correspondingly increased. Sixthly, the outdoor environment is complex, sometimes the monitoring holes are in a half slope or a low-lying position, and the marks of the surface monitoring holes are damaged due to weather reasons such as rain, strong wind and the like, so that the positions of the holes are not easy to find by personnel monitoring the holes. Seventhly, when the coordinates of the hole or the geological structure of the observation hole are required to be monitored, a professional is required to use a professional tool to operate, and labor cost is increased; and eighth, the manual record data needs to be collated, because the monitoring hole information is recorded on the paper site, the monitoring hole personnel need to collate the data and then compare the data with the design information, and then the data can be fed back to the punching group for correction, the data collation and the information comparison are also careful works, the working links and the labor capacity are increased, the communication feedback time between each working group is prolonged, and the working efficiency is low.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a measuring method for monitoring hole data in field construction, which is simple to operate and convenient to use, realizes intelligent display and storage of monitoring hole information, ensures accurate data quality, has high working efficiency, and can better serve field monitoring hole personnel.
In order to solve the technical problems, the invention adopts the following technical scheme:
The invention comprises the following steps: copying data: copying coordinate data of the monitoring hole from the technical group by using a USB flash disk or a memory card by a monitoring hole personnel; (ii) installing a hole monitoring instrument, and starting up to supply power: after reaching the monitoring place, fixedly installing a hole monitoring instrument, aligning a hanging hammer to a monitoring hole to be detected, and opening a protective cover to start up for supplying power; (iii) copying the data to a monitoring device: copying data in the USB flash disk or the memory card to a monitoring hole instrument, and calling out the hole number of a monitoring hole to be detected; (iv) measuring monitoring pore information: operating a monitoring button to measure depth and coordinate information of a monitoring hole, and recording the depth and coordinate information in a USB flash disk or a memory card; (v) completion of a monitoring well measurement: after the measurement is completed, a recovery button is operated, and the lifting hammer returns; (vi) searching for the next monitoring hole: covering a protective cover, carrying back the strap, searching for the next monitoring hole, and repeating the step (iv) and the step (v) to finish the detection of the monitoring hole; (vii) save data, report the situation: after all the monitoring holes are detected, the monitoring information data exchange technology group is imported into data analysis software for analysis and storage, information feedback is carried out on the monitoring information data exchange technology group and the hole forming group, and related conditions are reported to a leader.
The invention further improves that: and (iv) pressing a detection button, displaying the image of the hammer shot by the camera reaching the environment on a display screen, and recording in a USB flash disk or a memory card.
The invention further improves that: the hole monitoring instrument in the step (ii) comprises a monitoring unit arranged in the body and a control unit connected with the monitoring unit, wherein the monitoring unit comprises a hanging hammer corresponding to a hole formed in a bottom plate and a rotating shaft connected with the hanging hammer through a steel wire rope, the rotating shaft is connected with a motor arranged on the bottom plate, the control unit comprises a controller and a position sensor arranged on the hanging hammer, the position sensor is electrically connected with the input end of the controller, and the output end of the controller is electrically connected with the motor.
The invention further improves that: the top of body is equipped with display screen and operating panel, operating panel is last to be equipped with shift knob, monitoring button and recovery button, to find hole key, compass, speaker, USB interface and keypad, shift knob, monitoring button, recovery button, to find hole key, compass, USB interface and keypad are connected with the input electricity of controller, the output of controller is connected with display screen, speaker electricity respectively.
The invention further improves that: and (2) pressing a switch button in the step (ii), and supplying power to the controller by a power supply arranged on the bottom plate of the body.
The invention further improves that: the controller is arranged on the body below the operation panel, a GPS positioning instrument electrically connected with the input end of the controller is arranged on the controller, and the GPS positioning instrument is arranged above the lifting hammer.
The invention further improves that: in the step (iv), a monitoring button is pressed, the motor rotates positively to drive the rotating shaft to rotate positively, the steel wire rope is lowered into the well hole along with the hanging hammer until the bottom of the hole, the depth information of the monitoring hole is displayed on the display screen, and the depth information is recorded in the USB flash disk or the memory card.
The invention further improves that: in the step (vi), a hole searching key is pressed, and the position of the next hole is found according to the voice prompt of the loudspeaker.
The invention further improves that: the bottom of the body is fixedly provided with foldable supporting legs, and the top of the body is movably connected with the protective cover.
The invention further improves that: the braces are arranged on the body.
Due to the adoption of the technical scheme, the beneficial effects obtained by the invention are as follows:
According to the invention, the motor is used for replacing manual mechanical operation, intelligent data information acquisition is used for replacing manual reading and measurement, data comparison is used for replacing manual arrangement comparison, the coordinate information of the hole can be effectively monitored, the position of the hole is determined, the coordinates of the monitoring hole are provided for the personnel monitoring the hole, the position of the monitoring hole is conveniently found, and the eight problems in the background technology can be effectively solved.
The invention also provides a multifunctional hole monitoring instrument which is simple to operate, convenient to use, reliable and practical in hole monitoring data, small in size, light in weight, convenient to carry, time-saving and labor-saving, and capable of better serving field hole monitoring personnel. The intelligent control is realized in the whole monitoring hole measuring process, the working efficiency is high, the working quality is guaranteed, the compass and the loudspeaker are arranged, whether rain and snow or strong wind weather is not separated, the hole finding speed is high, and the efficiency is high. Under complex geological conditions, various data can be accurately measured on the premise of ensuring the safety of personnel monitoring holes, so that the labor waste is reduced, and the production cost is reduced.
Drawings
FIG. 1 is a schematic view of the internal structure of the present invention;
FIG. 2 is a schematic top view of the present invention without a protective cover;
Fig. 3 is a schematic structural diagram of the working principle of the controller of the present invention.
1, A display screen; 2. a protective cover; 3. an operation panel; 3-1, a switch button; 3-2, monitoring buttons; 3-3, a recovery button; 3-4, finding a hole key; 3-5, compass; 3-6, a loudspeaker; 3-7, USB interface; 3-8, a numeric keypad; 4. A body; 5. a wire rope; 6. a rotating shaft; 7. a harness; 8. a hanging hammer; 9. a support leg; 10. a bottom plate; 11. a motor; 12. a power supply; 13. a controller; 14. a GPS locator; 15. a camera; 16. a position sensor.
Detailed Description
The invention is further illustrated by the following examples:
a measuring method of field construction monitoring hole data comprises the following steps:
Copying data: copying coordinate data of the monitoring hole from the technical group by using a USB flash disk or a memory card by a monitoring hole personnel;
(ii) installing a hole monitoring instrument, and starting up to supply power: after the monitoring site is reached, firstly placing the monitoring hole instrument above the monitoring hole, aligning the lifting hammer 8 to the monitoring hole below, then releasing the supporting leg 9 to enable the supporting body 4 to be supported, after the device is placed horizontally and stably, opening the protective cover 2, pressing the switch button 3-1, supplying power to electric equipment such as the controller 13, the motor 11 and the display screen 1 by the power supply 12, displaying starting information by the display screen 1, and enabling the monitoring hole instrument to be in a standby state.
(Iii) copying the data to a monitoring device: and inserting the USB flash disk or the memory card into a USB interface 3-7 of the hole monitoring instrument, and calling out the hole number to be monitored by utilizing a numeric keyboard 3-8.
(Iv) measuring monitoring pore information: the monitoring button 3-2 is pressed, the depth and coordinate information of the monitoring hole are measured, and the information is recorded in the USB flash disk or the memory card. As shown in fig. 3, after the controller 13 receives the information that the monitoring button 3-2 is opened, the controller 13 sends out a command through the output end of the controller 13 after analyzing and judging, the motor 11 is started, the motor 11 rotates forward to drive the rotating shaft 6 to rotate forward, the steel wire rope 5 is put down from the rotating shaft 6, the lifting hammer 8 drives the steel wire rope 5 to descend along the monitoring hole under the action of gravity until the lifting hammer 8 descends to the bottom of the monitoring hole and can not descend continuously, the output end of the controller 13 sends out a command, the motor 11 rotates forward rapidly and reversely continuously twice, so that the steel wire rope 5 is quickly and automatically lowered and recovered for a short distance, the lifting hammer 8 is driven to perform two times of impact hole bottom test, after the lifting hammer 8 can not descend continuously, the position sensor 16 on the lifting hammer 8 transmits the measured position information to the controller 13, and after the controller 13 receives the information, the output end of the controller 13 analyzes and judges, and sends out the command to stop the motor 11 to stop rotating forward when the lifting hammer is powered off. Meanwhile, the position information measured by the position sensor 16 on the lifting hammer 8, namely the depth information of the hole, is displayed on the display screen 1 and recorded in the flash disk or the memory card, and of course, the depth information of the hole can also be accurately calculated through the rotating speed and the forward rotating time of the motor 11, and is displayed on the display screen 1 and recorded in the flash disk or the memory card. At the same time, the device can send out a 'drop' one sound completion information prompt.
As shown in fig. 1, in order to accurately measure the coordinate information of the monitoring hole, a GPS positioning device 14 is disposed above the lifting hammer 8, the lifting hammer 8 corresponds to the monitoring hole, the GPS positioning device 14 is integrally disposed with a controller 13, the controller 13 is disposed on the body 4 below the operation panel 3, and the GPS positioning device 14 is electrically connected with the input end of the controller 13. In this way, the coordinate information of the monitoring hole is displayed on the display screen 1 in real time by the controller 13 and recorded in the flash disk or the memory card, and thus the depth and the coordinate information of the monitoring hole are displayed on the display screen 1 and recorded in the flash disk or the memory card.
In the measuring process, if the geological structure of the measuring hole needs to be analyzed, a camera 15 is arranged on the hanging hammer 8, the camera 15 is a high-definition camera, and the camera 15 is electrically connected with the input end of the controller, so that when the monitoring button 3-2 is pressed down, the image of the hanging hammer 8 shot by the camera 15 reaching the environment can be displayed on the display screen 1 in real time, the display information of the display screen 1 can be observed on site, and meanwhile, related pictures and data are stored in a USB flash disk or a memory card. The camera 15 can be used for directly watching the geological structure of the hole, and shooting the geological structure of the hole into a photo or video to be stored, so that technicians can more intuitively analyze the geological structure information, the construction process can be conveniently adjusted, the construction mode can be conveniently judged, and the work is facilitated.
(V) completion of a monitoring well measurement: after the measurement is completed, the recovery button 3-3 is operated, and the lifting hammer 8 returns; when the recovery button 3-1 is pressed down, the controller 13 receives the information and then the output end sends out a command to reversely rotate the motor 11, the rotating shaft 6 reversely rotates to wind the steel wire rope 5 on the rotating shaft 6, meanwhile, the steel wire rope 5 drives the lifting hammer 8 to ascend until the position sensor 16 detects that the lifting hammer 8 is reset, the controller 13 commands the motor 11 to stop reversely rotating, and a 'drop' sound completion information prompt is sent out again, and at the moment, the information monitoring of one hole is completed.
(Vi) searching for the next monitoring hole: after the measurement of one monitoring hole is completed, the protection cover 2 is covered, the supporting legs 9 are folded, the back belt 7 is backed up, the next hole is searched, then the detection of the monitoring hole is completed by repeating the step (iv) and the step (v), and the measurement of the depth information and the coordinate position of all the monitoring holes is completed.
If the next hole cannot be found, the hole finding key 3-4 is clicked, and the controller 13 judges the direction and the distance of the next hole according to the positioning information of the GPS positioning instrument 14 of the position coordinates of the previous hole and the indication of the compass 3-5, and helps the hole monitoring personnel to find the next hole as soon as possible under the guidance of the loudspeaker 3-6. When the controller 13 prompts the shortage of the electric power, the standby battery is replaced in time to meet the requirement of the electric power consumption of the equipment. If rainy or snowy weather occurs, a waterproof protective cover can be covered on the body 4 to protect the equipment.
After the measurement work of all the monitoring holes is finished, the switch button 3-1 is pressed for a long time to be turned off, the protective cover 2 is covered, and the outer wall of the body 4 is cleaned to finish one day of work.
(Vii) save data, report the situation: after all the monitoring holes are detected, the receiver leads the monitoring information data exchange technical group into data analysis software for analysis and storage, and feeds back information with the hole forming group to report related conditions to the leader.
As shown in fig. 1-3, the monitor comprises a monitoring unit disposed within the body 4 and a control unit coupled to the monitoring unit. The body 4 is made of plastic or other light materials, has light weight, small volume, firmness and durability, and the back strap 7 on the body 4 is convenient to carry and does not consume physical strength, thereby being suitable for field staff to use.
The monitoring unit comprises a hanging hammer 8 and a rotating shaft 6 connected with the hanging hammer 8 through a steel wire rope 5, the hanging hammer 8 corresponds to a hole formed in a bottom plate 10, the rotating shaft 6 rotates to put the hanging hammer 8 into the bottom of a monitoring hole through the hole formed in the bottom plate 10 through the steel wire rope 5 for measurement, or the hanging hammer 8 is lifted from the bottom of the monitoring hole to the body 4 for resetting through the hole formed in the bottom plate 10. The weight 8 is provided with a position sensor 16 for measuring the position of the weight 8. The control unit comprises a controller 13 and a position sensor 16 arranged on the lifting hammer 8, the position sensor 16 is electrically connected with the input end of the controller 13, and the controller 13 is a singlechip, a chip or a PLC unit with intelligent control function and can be used by writing a control program according to the requirement. The output end of the controller 13 is electrically connected with the motor 11. The position sensor 16 is configured to measure the position information of the hammer 8 in real time and display the information on the display screen 1 in real time.
As shown in fig. 1, the bottom plate 10 is provided with a motor 11 and a power supply 12, the motor 11 is connected with the rotating shaft 6, the rotating shaft 6 is connected with the lifting hammer 8 through the steel wire rope 5, and the motor 11, the power supply 12 and the lifting hammer 8 are all arranged at the bottom of the hole monitoring instrument, so that the weight of the bottom of the hole monitoring instrument is increased, the gravity center of the hole monitoring instrument moves downwards, and the balanced placement of the hole monitoring instrument is facilitated. The motor 11 rotates forward to drive the rotating shaft 6 to rotate forward, the steel wire rope 5 is downwards put from the rotating shaft 6, the lifting hammer 8 is slowly conveyed into the bottom of the monitoring hole, the rotating shaft 6 rotates reversely along with the motor 11, the steel wire rope 5 is wound on the rotating shaft 6, and the lifting hammer 8 at the bottom of the monitoring hole is slowly lifted into the body 4. The power supply 12 is connected with the switch button 3-1 to supply power for the hole monitoring instrument.
The top of the body 4 is provided with a display screen 1 and an operation panel 3, as shown in fig. 2, the operation panel 3 is provided with a switch button 3-1, a monitoring button 3-2, a recovery button 3-3, a hole finding key 3-4, a compass 3-5, a loudspeaker 3-6, a USB interface 3-7 and a digital keyboard 3-8, as shown in fig. 3, the switch button 3-1, the monitoring button 3-2, the recovery button 3-3, the hole finding key 3-4, the compass 3-5, the USB interface 3-7 and the digital keyboard 3-8 are all electrically connected with the input end of a controller 13, and the output end of the controller 13 is respectively electrically connected with the display screen 1 and the loudspeaker 3-6.
As shown in fig. 1, the bottom of the body 4 is provided with the supporting leg 9, the supporting leg 9 is in a foldable arrangement, after information monitoring of one hole is completed, the supporting leg 9 is folded to be portable, and when monitoring is needed, the supporting leg 9 is stretched to support the body 4 to enable the bottom plate 10 to be far away from the ground, so that the motor 11 and the power supply 12 on the bottom plate 10 are prevented from being too close to the ground to be wetted, and normal operation of equipment is affected. The top of body 4 be equipped with body 4 swing joint's visor 2, during the work, open visor 2, cover visor 2 after the measurement is accomplished, play the effect of protection display screen 1 and operating panel 3.
The monitoring staff is ready for maintenance of the monitoring instrument and charging maintenance, and is ready for the next day of work. The implementation of the hole monitoring instrument successfully solves the eight problems mentioned in the background art, simplifies the hole monitoring step, has accurate well depth data reading, high accuracy, accurate hole finding, greatly improved working efficiency and high quality hole monitoring data, and lays a solid foundation for the implementation of the next work. The whole hole monitoring process is easy and labor-saving, the data is accurate and comprehensive, the feedback is timely, the production efficiency is effectively improved, and the cost is saved.
Finally, it should be noted that: the above examples are only illustrative for the clarity of the invention and are not meant to be limiting in any way. Other variations or modifications of the above description will be apparent to those of ordinary skill in the art, and it is not intended to be exhaustive of all embodiments, and obvious variations or modifications of the invention are intended to be within the scope of the invention.

Claims (5)

1. The method for measuring the field construction monitoring hole data is characterized by comprising the following steps of:
Copying data: copying coordinate data of the monitoring hole from the technical group by using a USB flash disk or a memory card by a monitoring hole personnel;
(ii) installing a hole monitoring instrument, and starting up to supply power: after reaching a monitoring place, fixedly installing a monitoring hole instrument, aligning a lifting hammer (8) to a monitoring hole to be detected, and opening a protective cover (2) to start up for supplying power;
(iii) copying the data to a monitoring device: copying data in the USB flash disk or the memory card to a monitoring hole instrument, and calling out the hole number of a monitoring hole to be detected;
(iv) measuring monitoring pore information: the monitoring button (3-2) is operated to measure the depth and coordinate information of the monitoring hole, and the depth and coordinate information are recorded in the USB flash disk or the memory card;
(v) completion of a monitoring well measurement: after the measurement is completed, a recovery button (3-3) is operated, and the lifting hammer (8) returns;
(vi) searching for the next monitoring hole: covering the protective cover (2), carrying the back strap (7), searching for the next monitoring hole, and repeating the step (iv) and the step (v) to finish the detection of the monitoring hole;
(vii) save data, report the situation: after all the monitoring holes are detected, the monitoring information data is imported into data analysis software for analysis and storage, then information feedback is carried out, and related conditions are reported;
The hole monitoring instrument in the step (ii) comprises a monitoring unit arranged in a body (4) and a control unit connected with the monitoring unit, wherein the monitoring unit comprises a hanging hammer (8) corresponding to a hole formed in a bottom plate (10), and a rotating shaft (6) connected with the hanging hammer (8) through a steel wire rope (5), the rotating shaft (6) is connected with a motor (11) arranged on the bottom plate (10), the control unit comprises a controller (13) and a position sensor (16) arranged on the hanging hammer (8), the position sensor (16) is electrically connected with the input end of the controller (13), and the output end of the controller (13) is electrically connected with the motor (11);
The intelligent electronic device is characterized in that a display screen (1) and an operation panel (3) are arranged at the top of the body (4), a switch button (3-1), a monitoring button (3-2) and a recovery button (3-3), a hole finding key (3-4), a compass (3-5), a loudspeaker (3-6), a USB interface (3-7) and a digital keyboard (3-8) are arranged on the operation panel (3), the switch button (3-1), the monitoring button (3-2), the recovery button (3-3), the hole finding key (3-4), the compass (3-5), a USB interface (3-7) and the digital keyboard (3-8) are electrically connected with the input end of a controller (13), and the output end of the controller (13) is electrically connected with the display screen (1) and the loudspeaker (3-6) respectively;
The controller (13) is arranged on the body (4) below the operation panel (3), the controller (13) is provided with a GPS positioning instrument (14) electrically connected with the input end of the controller (13), the GPS positioning instrument (14) is arranged above the hanging weight (8), the hanging weight (8) is provided with a camera (15), in the step (iv), the detection button (3-2) is pressed, and the display screen (1) displays the image of the hanging weight (8) shot by the camera (15) reaching the environment and records the image in the USB flash disk or the memory card;
In the step (vi), a hole finding key (3-4) is pressed, the position of the next hole is found according to the voice prompt of a loudspeaker (3-6), the hole finding key (3-4) is clicked, and a controller (13) judges the direction and the distance of the next hole according to the positioning information of a GPS (global positioning system) positioning instrument (14) of the position of the previous hole and the indication of a compass (3-5) and finds the next hole under the guidance of the loudspeaker (3-6).
2. The method for measuring field construction monitoring hole data according to claim 1, wherein the method comprises the following steps: in the step (ii), the switch button (3-1) is pressed, and a power supply (12) arranged on the bottom plate (10) of the body (4) supplies power for the controller (13).
3. The method for measuring field construction monitoring hole data according to claim 1, wherein the method comprises the following steps: in the step (iv), a monitoring button (3-2) is pressed, a motor (11) rotates positively to drive a rotating shaft (6) to rotate positively, a steel wire rope (5) is downwards placed into a well hole along with a hanging hammer (8) until the hole bottom, and depth information of a monitoring hole is displayed on a display screen (1) and recorded in a USB flash disk or a memory card.
4. The method for measuring field construction monitoring hole data according to claim 2, wherein the method comprises the following steps: the bottom of the body (4) is fixedly provided with a foldable supporting leg (9), and the top of the body (4) is movably connected with the protective cover (2).
5. The measurement method according to any one of claims 1 to 4, wherein: the braces (7) are arranged on the body (4).
CN202210517662.0A 2022-05-13 2022-05-13 Measuring method for field construction monitoring hole data Active CN114838694B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210517662.0A CN114838694B (en) 2022-05-13 2022-05-13 Measuring method for field construction monitoring hole data

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210517662.0A CN114838694B (en) 2022-05-13 2022-05-13 Measuring method for field construction monitoring hole data

Publications (2)

Publication Number Publication Date
CN114838694A CN114838694A (en) 2022-08-02
CN114838694B true CN114838694B (en) 2024-05-07

Family

ID=82569161

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210517662.0A Active CN114838694B (en) 2022-05-13 2022-05-13 Measuring method for field construction monitoring hole data

Country Status (1)

Country Link
CN (1) CN114838694B (en)

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19755443A1 (en) * 1996-12-26 1998-07-02 Po Hang Iron & Steel Dust level measuring device for enclosed space
JP2002286512A (en) * 2001-03-26 2002-10-03 Minebea Co Ltd Measuring instrument for sensing settlement into ground
KR20040108384A (en) * 2004-12-02 2004-12-23 (주)지오넷 The universal instrumentation apparatus for the measure sinking value of the soft ground
CN203133289U (en) * 2012-12-13 2013-08-14 中国石油集团川庆钻探工程有限公司地球物理勘探公司 Data acquisition device for microlog data acquisition and seismic wave excitation apparatus
CN106014386A (en) * 2016-06-12 2016-10-12 刘旭玲 Exploration device used for measuring depth of cast-in-place pile
CN109307544A (en) * 2018-11-26 2019-02-05 河北省地质环境监测院 A kind of Portable underground water water level well depth automatic measuring instrument and measurement method
KR20200004934A (en) * 2018-07-04 2020-01-15 주식회사 준건설 PDB construction system using GPS and the construction method
CN110736498A (en) * 2019-09-12 2020-01-31 中国地质大学(武汉) sliding body deep hole outside multi-parameter monitoring system and monitoring method
CN110736422A (en) * 2019-09-12 2020-01-31 中国地质大学(武汉) prefabricated magnetic field layout system and deformation state response method
CN111158043A (en) * 2020-01-07 2020-05-15 中南大学 System and method for detecting hidden danger at pile bottom of bored pile
CN211318776U (en) * 2019-12-19 2020-08-21 金堆城钼业汝阳有限责任公司 Goaf nondestructive testing device
CN111578878A (en) * 2020-04-22 2020-08-25 陕西前锋基础工程有限公司 Automatic ramming recording system for height measurement of dynamic compaction machine
CN212806887U (en) * 2020-09-29 2021-03-26 中国建筑土木建设有限公司 Pile foundation hole depth measuring device
CN213210496U (en) * 2020-11-13 2021-05-14 金堆城钼业汝阳有限责任公司 Goaf nondestructive testing device
CN214308687U (en) * 2021-02-25 2021-09-28 宁夏科正检测有限公司 Device for detecting depth of hole in constructional engineering
KR102332518B1 (en) * 2021-02-08 2021-12-01 채휘영 Apparatus for Automatic Measuring of Standard Penetration Test and Driving Method Thereof
CN113790692A (en) * 2021-08-06 2021-12-14 上海市政交通设计研究院有限公司 Automatic change rope depth measurement device
CN216432976U (en) * 2021-11-09 2022-05-03 河北新烨工程技术有限公司 Underground water depth observation device for hydrogeological exploration
CN114442144A (en) * 2022-02-24 2022-05-06 中国煤炭地质总局水文物测队 Artificial seismic source device for geophysical exploration

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19755443A1 (en) * 1996-12-26 1998-07-02 Po Hang Iron & Steel Dust level measuring device for enclosed space
JP2002286512A (en) * 2001-03-26 2002-10-03 Minebea Co Ltd Measuring instrument for sensing settlement into ground
KR20040108384A (en) * 2004-12-02 2004-12-23 (주)지오넷 The universal instrumentation apparatus for the measure sinking value of the soft ground
CN203133289U (en) * 2012-12-13 2013-08-14 中国石油集团川庆钻探工程有限公司地球物理勘探公司 Data acquisition device for microlog data acquisition and seismic wave excitation apparatus
CN106014386A (en) * 2016-06-12 2016-10-12 刘旭玲 Exploration device used for measuring depth of cast-in-place pile
KR20200004934A (en) * 2018-07-04 2020-01-15 주식회사 준건설 PDB construction system using GPS and the construction method
CN109307544A (en) * 2018-11-26 2019-02-05 河北省地质环境监测院 A kind of Portable underground water water level well depth automatic measuring instrument and measurement method
CN110736422A (en) * 2019-09-12 2020-01-31 中国地质大学(武汉) prefabricated magnetic field layout system and deformation state response method
CN110736498A (en) * 2019-09-12 2020-01-31 中国地质大学(武汉) sliding body deep hole outside multi-parameter monitoring system and monitoring method
CN211318776U (en) * 2019-12-19 2020-08-21 金堆城钼业汝阳有限责任公司 Goaf nondestructive testing device
CN111158043A (en) * 2020-01-07 2020-05-15 中南大学 System and method for detecting hidden danger at pile bottom of bored pile
CN111578878A (en) * 2020-04-22 2020-08-25 陕西前锋基础工程有限公司 Automatic ramming recording system for height measurement of dynamic compaction machine
CN212806887U (en) * 2020-09-29 2021-03-26 中国建筑土木建设有限公司 Pile foundation hole depth measuring device
CN213210496U (en) * 2020-11-13 2021-05-14 金堆城钼业汝阳有限责任公司 Goaf nondestructive testing device
KR102332518B1 (en) * 2021-02-08 2021-12-01 채휘영 Apparatus for Automatic Measuring of Standard Penetration Test and Driving Method Thereof
CN214308687U (en) * 2021-02-25 2021-09-28 宁夏科正检测有限公司 Device for detecting depth of hole in constructional engineering
CN113790692A (en) * 2021-08-06 2021-12-14 上海市政交通设计研究院有限公司 Automatic change rope depth measurement device
CN216432976U (en) * 2021-11-09 2022-05-03 河北新烨工程技术有限公司 Underground water depth observation device for hydrogeological exploration
CN114442144A (en) * 2022-02-24 2022-05-06 中国煤炭地质总局水文物测队 Artificial seismic source device for geophysical exploration

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
三维地震勘探方法在山西复杂山区的应用;祝金峰;邓国成;李治欣;木宗勇;;科技信息;20120605(16);全文 *
由野外实测数据直接生成MAPGIS地质基础图件方法;谷高中;李义红;张文军;周瑞华;;新疆地质;20060330(01);全文 *

Also Published As

Publication number Publication date
CN114838694A (en) 2022-08-02

Similar Documents

Publication Publication Date Title
CN108226859A (en) Automatic working system condition detection method, movement station and base station
CN114838694B (en) Measuring method for field construction monitoring hole data
CN112284328A (en) Comprehensive test system for azimuth angle and pitch angle of mobile communication base station antenna and use method thereof
CN210013203U (en) Automatic recording device for standard penetration
CN109709565A (en) Intelligent railway signal facilities clearance measuring device and its monitoring and managing method
CN217213187U (en) Hole monitoring device for seismic exploration
CN212364285U (en) Multifunctional portable soil parameter measuring device
CN111562356A (en) Quick detection device of soil moisture suitable for different soil texture
CN113687382A (en) Internal measuring robot for foundation pit
CN217637349U (en) Portable hydrology water resource survey device
CN220794428U (en) Portable vibration measuring equipment with solar charging function
CN209751024U (en) plateau assistant device
CN207132890U (en) A kind of intelligent digital catenary mast inclination measurement instrument
CN212780322U (en) Dynamic deformation modulus tester
CN212301558U (en) Quick detection device of soil moisture suitable for different soil texture
CN219501946U (en) Folding sit-up timing and counting device
CN107421500A (en) A kind of intelligent digital catenary mast inclination measurement instrument
CN214012155U (en) Landslide monitoring and early warning instrument
CN220883876U (en) Mapping geographic information map marking device
CN211954139U (en) Multifunctional portable depth sounding rod
CN217877698U (en) Building engineering drawing device who conveniently carries
CN214799734U (en) Portable full-hole rock core 3D imaging device
CN217331160U (en) Measuring device for building economy measurement and calculation
CN214048886U (en) Split type intelligent height and weight measuring device
CN111197323A (en) Equipment for detecting pile foundation for engineering

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant