CN111178841B - Water exploration tunneling management method and device and storage medium - Google Patents
Water exploration tunneling management method and device and storage medium Download PDFInfo
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Abstract
The embodiment of the invention discloses a water exploration tunneling management method, a water exploration tunneling management device and a storage medium. The method comprises the following steps: acquiring a water exploration design distance, informing water exploration operation, and determining a water exploration distance; when the water detection distance is equal to the water detection design distance, determining a tunneling distance, and informing tunneling operation; and acquiring the tunneling distance, and prompting to stop tunneling when the difference value between the tunneling distance and the tunneling distance is smaller than a preset value. The technical scheme provided by the invention can realize automatic management of water exploration and tunneling operation, saves labor cost and obviously improves the efficiency and safety factor of the tunneling operation.
Description
Technical Field
The embodiment of the invention relates to the field of coal mine safety, in particular to a water exploration tunneling management method, a water exploration tunneling management device and a storage medium.
Background
Before the mining work, when whether some areas have water damage threats or not can not be determined, water exploration operation is required so as to further find out hydrological conditions and accurately master the position and the distance of a water source. When approaching a region possibly threatened by water damage or a water accumulation region, a construction unit needs to perform water detection operation before tunneling operation. At present, mainly inform constructor with spy water design information through artificial mode, constructor constructs according to spy water design information, completes and checks the acceptance through artificial mode, carries out the tunnelling operation with artificial mode again, causes work efficiency to be lower. Based on this, how to realize the automated management of water exploration and tunneling operation is a technical problem which needs to be solved urgently in the field.
Disclosure of Invention
The embodiment of the invention aims to provide a water detection and tunneling management method, a water detection and tunneling management device and a storage medium, which are used for solving the problem of automatic management of water detection and tunneling operation.
In order to achieve the above object, the embodiments of the present invention mainly provide the following technical solutions:
in a first aspect, an embodiment of the present invention provides a water detection and excavation management method, including:
acquiring a water exploration design distance, informing water exploration operation, and determining a water exploration distance;
when the water detection distance is equal to the water detection design distance, determining a tunneling distance, and informing tunneling operation;
and acquiring the tunneling distance, and prompting to stop tunneling when the difference value between the tunneling distance and the tunneling distance is smaller than a preset value.
Further, the method further comprises:
determining a non-tunneling distance in response to the confirmation of stopping tunneling;
prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero;
and determining that the working surface operation is finished when the tunneling-free distance is equal to zero.
Further, determining a tunneling-allowable distance includes:
when the non-tunneling distance is not less than the water detection design distance, determining a tunneling allowable distance according to the water detection design distance, the advance distance and the tunneling distance;
and when the non-tunneling distance is smaller than the water exploration design distance, determining the allowable tunneling distance according to the non-tunneling distance.
Further, acquiring a water exploration design distance and informing water exploration operation, wherein the water exploration design distance comprises the following steps:
determining a water exploration plan according to personnel, equipment and time information;
and informing the water exploration operation according to the water exploration plan.
Further, the method further comprises:
acquiring image information of the development machine;
determining whether a tail lamp of the heading machine is extinguished according to the image information of the heading machine;
and determining to stop tunneling when a tail lamp of the tunneling machine is turned off.
Further, acquiring image information of the heading machine includes:
determining an image acquisition device according to preset IP information, and acquiring image information of the heading machine; and/or the presence of a gas in the gas,
and determining an image acquisition device according to the ID information of the heading machine, and acquiring the image information of the heading machine.
Further, determining the probed water distance comprises:
acquiring image information of a water detection device, and determining the times of unloading a drill rod;
and determining the detected water distance according to the times of unloading the drill rod and the length of the drill rod.
Further, when the detected water distance is equal to the water detection design distance, the method comprises the following steps:
acquiring image information of a water detecting device, and determining the position and angle information of a drill hole;
confirming that the water exploration operation is qualified when the position and the angle of the drill hole meet the design information of the drill hole;
and when the position and the angle of the drill hole do not meet the design information of the drill hole, confirming that the water detection operation is unqualified and informing.
In a second aspect, an embodiment of the present invention further provides a water detection and excavation management device, where the device includes: a water exploration operation unit and a tunneling operation unit, wherein,
the water detection operation unit is used for acquiring a first water detection design distance, informing water detection operation and determining a first detected water distance; when the first detected water distance is equal to the first water detection design distance, determining a first allowable tunneling distance and informing tunneling operation;
the tunneling operation unit is used for acquiring a first tunneling distance and prompting to stop tunneling when the difference value between the first allowable tunneling distance and the first tunneling distance is smaller than a preset value.
Further, the apparatus further comprises:
the working face progress unit is used for responding to confirmation of stopping tunneling and determining a non-tunneling distance;
prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero;
and determining that the working surface operation is finished when the tunneling-free distance is equal to zero.
Further, determining a tunneling-allowable distance includes:
when the non-tunneling distance is not less than the water detection design distance, determining a tunneling allowable distance according to the water detection design distance, the advance distance and the tunneling distance;
and when the non-tunneling distance is smaller than the water exploration design distance, determining the allowable tunneling distance according to the non-tunneling distance.
Further, acquiring a water exploration design distance and informing water exploration operation, wherein the water exploration design distance comprises the following steps:
determining a water exploration plan according to personnel, equipment and time information;
and informing the water exploration operation according to the water exploration plan.
Further, the apparatus further comprises:
the tunneling stopping confirming unit is used for acquiring image information of the tunneling machine;
determining whether a tail lamp of the heading machine is extinguished according to the image information of the heading machine;
and determining to stop tunneling when a tail lamp of the tunneling machine is turned off.
Further, acquiring image information of the heading machine includes:
determining an image acquisition device according to preset IP information, and acquiring image information of the heading machine; and/or determining an image acquisition device according to the ID information of the heading machine, and acquiring the image information of the heading machine.
Further, determining the probed water distance comprises:
acquiring image information of a water detection device, and determining the times of unloading a drill rod;
and determining the detected water distance according to the times of unloading the drill rod and the length of the drill rod.
Further, when the detected water distance is equal to the water detection design distance, the method comprises the following steps:
acquiring image information of a water detecting device, and determining the position and angle information of a drill hole;
confirming that the water exploration operation is qualified when the position and the angle of the drill hole meet the design information of the drill hole;
and when the position and the angle of the drill hole do not meet the design information of the drill hole, confirming that the water detection operation is unqualified and informing.
In a third aspect, an embodiment of the present invention further provides a water detecting and tunneling managing storage medium, where the storage medium includes one or more program instructions,
wherein one or more program instructions are adapted to be executed to perform the method steps of any of the above-described probe excavation management methods.
The technical scheme provided by the embodiment of the invention at least has the following advantages:
the image recognition and internet technology is used for monitoring each link of water exploration and tunneling operation, the water exploration and tunneling progress is calculated in real time, automatic management of the whole process of the water exploration and tunneling operation is achieved, labor cost is saved, and meanwhile the efficiency and the safety factor of the mining operation are improved remarkably.
Drawings
Fig. 1 is a flowchart of a water detection tunneling management method provided in embodiment 1 of the present invention.
Fig. 2 is a schematic structural diagram of a water detection and excavation management device provided in embodiment 2 of the present invention.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
In the following description, for purposes of explanation and not limitation, specific details are set forth such as particular system structures, interfaces, techniques, etc. in order to provide a thorough understanding of the present invention. It will be apparent, however, to one skilled in the art that the present invention may be practiced in other embodiments that depart from these specific details. In other instances, detailed descriptions of well-known systems, circuits, and methods are omitted so as not to obscure the description of the present invention with unnecessary detail.
Hereinafter, a water exploration and tunneling management method will be described in detail, which has many application scenarios, in this embodiment, only a coal mine operation scenario is taken as an example for description, and as shown in fig. 1, the method includes the following steps:
step 110: and acquiring a water detection design distance, informing water detection operation, and determining the water detection distance.
Specifically, the water detection design distance may be obtained from water detection design information, and the water detection design information further includes one or more of the following: drilling design information and advance distance. Wherein the borehole design information comprises one or more of: borehole three views, azimuth, vertical angle, etc.
Optionally, in order to confirm whether the water exploration construction unit and the water exploration heading machine are idle, ensure that water exploration can be performed on time, and arrange water exploration work better, the method may further include the step of establishing a water exploration plan between the step of acquiring the water exploration design distance and the step of notifying water exploration operation: and acquiring a water exploration design distance, determining a water exploration plan according to personnel, equipment and time information, and informing water exploration operation according to the water exploration plan. For example, water exploration design information corresponding to the tunneling working face is acquired according to the name of the tunneling working face, a first water exploration plan is generated according to information such as constructors, construction shift and expected water exploration time, and related construction units are informed of water exploration operation.
Optionally, after the water exploration plan is established, an approval step of the water exploration plan can be further included. For example, the water exploration plan approval information is generated according to the water exploration plan information, wherein the water exploration plan approval information may further include plan approval personnel information. And reminding corresponding personnel to carry out approval according to preset information of water detection plan approval personnel or information of plan approval personnel in the water detection plan approval request. In addition, the user may modify the water exploration plan to control the water exploration plan that will be passed by the final approval personnel.
Optionally, before notifying the water exploration operation, the method further comprises the step of confirming that the tunneling operation is stopped: acquiring image information of the development machine; determining whether a tail lamp of the heading machine is extinguished according to image information of the heading machine; and determining that the tunneling operation is stopped when the tail lamp of the tunneling machine is turned off.
Specifically, acquiring image information of the heading machine includes: determining an image acquisition device according to preset IP information, and acquiring image information of the heading machine; and/or determining an image acquisition device according to the ID information of the heading machine, and acquiring the image information of the heading machine.
For example, according to the name of the heading face, the camera IP corresponding to the current heading face is determined, and the image information of the heading machine is acquired. In addition, the cameras can be installed on the top of a roadway or anchor rods on two sides, the corresponding relation between the cameras and the tunneling machine is established, the cameras corresponding to the tunneling machine are determined according to the ID of the tunneling machine, and image information of the tunneling machine is obtained. And when the heading machine is confirmed to stop heading operation and the heading stopping confirmation information sent by the heading team is received, the water detection notice is sent to a construction unit, so that the construction unit can carry out construction according to the water detection design information.
Specifically, the step of determining the detected water distance comprises the following steps: acquiring image information of a water detection device, and determining the times of unloading a drill rod; and determining the detected water distance according to the times of unloading the drill rod and the length of the drill rod. For example, the camera is installed on the drilling machine, the ID signal of the drilling machine is bound with the camera, the video information corresponding to the camera is searched through the ID of the drilling machine, and then the image information of the water detection device is obtained. And calling a drilling depth monitoring model, detecting the drill rod unloading times in real time through a target tracking algorithm, and calculating the actual drilling depth according to the drilling times and the drill rod length.
Step 120: and determining the allowable tunneling distance and informing the tunneling operation when the detected water distance is equal to the water detection design distance.
Optionally, responding to the detected water distance being equal to the water detection design distance comprises: and the detected water distance is equal to the designed water detection distance, or the detected water distance is equal to the designed water detection distance, and the water detection operation is qualified. Wherein the water detection design distance can be obtained from water detection design information. For example, when the water detection distance is equal to the water detection design distance, acquiring image information of the water detection device, and determining the position and angle information of a drill hole; if the position and the angle of the drill hole meet the design information of the drill hole, confirming that the water exploration operation is qualified, wherein the design information of the drill hole can be obtained from the design information of the water exploration; and if the position and the angle of the drill hole do not meet the design information of the drill hole, confirming that the water detection operation is unqualified and informing.
And when the water detection distance is equal to the water detection design distance, the water detection operation is completed, and the tunneling operation is ready to be started. And calculating the allowable tunneling distance according to the water exploration design distance, the advance distance and the tunneling distance, and further informing a construction unit of the tunneling length during tunneling operation. For example, after one water exploration operation, the tunneling distance is still 0 at this time. Assuming that the water detection design distance is 100 meters, the advance distance is 30 meters, and the tunneling distance is allowed to be equal to the water detection design distance, the advance distance and the tunneling distance is equal to 100-30-0, and equal to 70 meters.
Step 130: and acquiring the tunneling distance, and prompting to stop tunneling when the difference value between the tunneling distance and the tunneling distance is smaller than a preset value.
Specifically, the image acquisition device acquires image information of the heading machine in real time, and the heading distance is determined by identifying the displacement change of the heading machine. And when the difference value between the allowable tunneling distance and the tunneling distance is smaller than a preset value, prompting to stop tunneling. For example, in step 120, it is determined that the tunneling distance allowed this time is 70 meters, the tunneling distance monitored in real time by the camera is D meters, the preset value is X meters, and when 70-D is less than X, the tunneling operation is nearly completed, and the construction unit is prompted to stop the tunneling operation in time.
Step 110 to step 130 take one water detection operation and one tunneling operation as examples, and a water detection tunneling management method of the present invention is introduced. In practical application scenarios, the working face mining operation usually requires continuous circulation of water exploration operation, tunneling operation, water re-exploration operation, and tunneling operation. In order to realize systematic management, the circulating process of water exploration operation and tunneling operation of a tunneling working face is monitored in real time, and the working face operation progress can be monitored in real time through the following steps: determining a non-tunneling distance in response to the confirmation of stopping tunneling; prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero; and determining that the working surface operation is finished when the tunneling-free distance is equal to zero.
For example, after the processing of the first step 110 to the step 130 is completed, and it is confirmed that the tunneling operation is stopped, the tunneling distance at this time is automatically identified by the image capturing device or uploaded by the construction unit, and the non-tunneling distance is calculated according to the difference between the total length of the roadway and the tunneling distance. For example, the tunneling distance is 1000-. At the moment, the non-tunneling distance is not equal to 0, the working face mining operation is not finished, the fact that water exploration operation needs to be executed again is prompted, and then tunneling operation is carried out again. The steps of re-exploring water and re-tunneling are similar to the steps 110 to 130, and are not described herein again. With the continuous water exploration operation and the continuous tunneling operation, when the non-tunneling distance is equal to 0, the mining operation of the whole working face is completed, related personnel are notified, and monitoring of the working face operation progress information is stopped.
Optionally, when the non-tunneling distance is not less than the water detection design distance, determining an allowable tunneling distance according to the water detection design distance, the advance distance and the tunneling distance; and when the non-tunneling distance is smaller than the water exploration design distance, determining the allowable tunneling distance according to the non-tunneling distance. For example, assuming that the total length of the roadway is 1000 meters, the non-tunneling distance is 1000 meters, the water detection design distance is 100 meters, and the advance distance is 30 meters, in step 120, the allowable tunneling distance of the tunneling operation needs to be calculated, and at this time, the allowable tunneling distance is equal to the water detection design distance, the advance distance, and the tunneling distance is equal to 100-30-0, and equal to 70 meters. And (4) with the continuous water exploration operation and the continuous tunneling operation, when the mining work of the working face is nearly finished, the non-tunneling distance is smaller than the water exploration design distance, and the tunneling distance is allowed to be equal to the non-tunneling distance. For example, assuming that the total length of the roadway is 1000 meters, the non-tunneling distance is 30 meters, and the water detection design distance is 100 meters, at this time, the tunneling distance is allowed to be 30 meters.
Corresponding to the foregoing embodiment 1, an embodiment 2 of the present invention further provides a water detection and excavation management device, specifically as shown in fig. 2, where the device includes: a water exploration operation unit 201 and a tunneling operation unit 202, wherein,
the water exploration operation unit 201 is configured to acquire a first water exploration design distance, notify water exploration operation, and determine a first water exploration distance; when the first detected water distance is equal to the first water detection design distance, determining a first allowable tunneling distance and informing tunneling operation;
the tunneling operation unit 202 is configured to acquire a first tunneling distance, and prompt to stop tunneling in response to a difference between the first allowable tunneling distance and the first tunneling distance being smaller than a preset value.
Further, the apparatus further comprises:
the working face progress unit is used for responding to confirmation of stopping tunneling and determining a non-tunneling distance;
prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero;
and determining that the working surface operation is finished when the tunneling-free distance is equal to zero.
Further, determining a tunneling-allowable distance includes:
when the non-tunneling distance is not less than the water detection design distance, determining a tunneling allowable distance according to the water detection design distance, the advance distance and the tunneling distance;
and when the non-tunneling distance is smaller than the water exploration design distance, determining the allowable tunneling distance according to the non-tunneling distance.
Further, acquiring a water exploration design distance and informing water exploration operation, wherein the water exploration design distance comprises the following steps:
determining a water exploration plan according to personnel, equipment and time information;
and informing the water exploration operation according to the water exploration plan.
Further, the apparatus further comprises:
the tunneling stopping confirming unit is used for acquiring image information of the tunneling machine;
determining whether a tail lamp of the heading machine is extinguished according to the image information of the heading machine;
and determining to stop tunneling when a tail lamp of the tunneling machine is turned off.
Further, acquiring image information of the heading machine includes:
determining an image acquisition device according to preset IP information, and acquiring image information of the heading machine; and/or determining an image acquisition device according to the ID information of the heading machine, and acquiring the image information of the heading machine.
Further, determining the probed water distance comprises:
acquiring image information of a water detection device, and determining the times of unloading a drill rod;
and determining the detected water distance according to the times of unloading the drill rod and the length of the drill rod.
Further, when the detected water distance is equal to the water detection design distance, the method comprises the following steps:
acquiring image information of a water detecting device, and determining the position and angle information of a drill hole;
confirming that the water exploration operation is qualified when the position and the angle of the drill hole meet the design information of the drill hole;
and when the position and the angle of the drill hole do not meet the design information of the drill hole, confirming that the water detection operation is unqualified and informing.
Embodiment 3 of the present invention also provides a storage medium containing one or more program instructions, corresponding to embodiment 1 described above. Wherein one or more program instructions are adapted to be executed to perform a method of probe excavation management as described above.
In an embodiment of the invention, the processor may be an integrated circuit chip having signal processing capability. The Processor may be a general purpose Processor, a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), a Field Programmable Gate Array (FPGA) or other programmable logic device, discrete Gate or transistor logic device, discrete hardware component.
The various methods, steps and logic blocks disclosed in the embodiments of the present invention may be implemented or performed. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like. The steps of the method disclosed in connection with the embodiments of the present invention may be directly implemented by a hardware decoding processor, or implemented by a combination of hardware and software modules in the decoding processor. The software module may be located in ram, flash memory, rom, prom, or eprom, registers, etc. storage media as is well known in the art. The processor reads the information in the storage medium and completes the steps of the method in combination with the hardware.
The storage medium may be a memory, for example, which may be volatile memory or nonvolatile memory, or which may include both volatile and nonvolatile memory.
The nonvolatile Memory may be a Read-Only Memory (ROM), a Programmable ROM (PROM), an Erasable PROM (EPROM), an Electrically Erasable PROM (EEPROM), or a flash Memory.
The volatile Memory may be a Random Access Memory (RAM) which serves as an external cache. By way of example and not limitation, many forms of RAM are available, such as Static Random Access Memory (SRAM), Dynamic RAM (DRAM), Synchronous DRAM (SDRAM), Double Data Rate SDRAM (DDRSDRAM), Enhanced SDRAM (ESDRAM), SLDRAM (SLDRAM), and Direct Rambus RAM (DRRAM).
The storage media described in connection with the embodiments of the invention are intended to comprise, without being limited to, these and any other suitable types of memory.
Those skilled in the art will appreciate that the functionality described in the present invention may be implemented in a combination of hardware and software in one or more of the examples described above. When software is applied, the corresponding functionality may be stored on or transmitted over as one or more instructions or code on a computer-readable medium. Computer-readable media includes both computer storage media and communication media including any medium that facilitates transfer of a computer program from one place to another. A storage media may be any available media that can be accessed by a general purpose or special purpose computer.
The above-mentioned embodiments, objects, technical solutions and advantages of the present invention are further described in detail, it should be understood that the above-mentioned embodiments are only exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made on the basis of the technical solutions of the present invention should be included in the scope of the present invention.
Claims (7)
1. A water exploration tunneling management method is characterized by comprising the following steps: acquiring a water exploration design distance, informing water exploration operation, and determining a water exploration distance; when the detected water distance is equal to the water detection design distance, determining a tunneling distance, and informing tunneling operation; acquiring a tunneling distance, and prompting to stop tunneling when the difference value between the allowable tunneling distance and the tunneling distance is smaller than a preset value;
further comprising: acquiring image information of the development machine; determining whether a tail lamp of the heading machine is extinguished according to the image information of the heading machine; determining to stop tunneling when a tail lamp of the tunneling machine is turned off;
further comprising: determining a non-tunneling distance in response to the confirmation of stopping tunneling; prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero; determining that the working surface operation is finished when the tunneling-free distance is equal to zero;
the determining the allowable tunneling distance comprises the following steps: when the non-tunneling distance is not smaller than the water detection design distance, determining the allowable tunneling distance according to the water detection design distance, the advance distance and the tunneling distance; and when the non-tunneling distance is smaller than the water exploration design distance, determining the tunneling allowing distance according to the non-tunneling distance.
2. The water exploration tunneling management method according to claim 1, wherein the acquiring of the water exploration design distance and the informing of water exploration operation comprise: determining a water exploration plan according to personnel, equipment and time information; and informing water exploration operation according to the water exploration plan.
3. The water exploration tunneling management method according to claim 1, wherein the acquiring of image information of the tunneling machine comprises: determining an image acquisition device according to preset IP information, and acquiring image information of the heading machine; and/or determining an image acquisition device according to the ID information of the heading machine, and acquiring the image information of the heading machine.
4. The water detection and tunneling management method according to claim 1, wherein the determining of the detected water distance includes: acquiring image information of a water detection device, and determining the times of unloading a drill rod; and determining the detected water distance according to the drill rod unloading times and the length of the drill rod.
5. The water detection and excavation management method according to claim 4, wherein the responding to the detected water distance being equal to the water detection design distance includes: acquiring image information of a water detecting device, and determining the position and angle information of a drill hole; confirming that the water exploration operation is qualified when the position and the angle of the drill hole meet the design information of the drill hole; and confirming that the water exploration operation is unqualified and informing when the position and the angle of the drill hole do not meet the drill hole design information.
6. A water exploration tunneling management device is characterized by comprising: the device comprises a water detection operation unit and a tunneling operation unit, wherein the water detection operation unit is used for acquiring a water detection design distance, informing the water detection operation and determining a first detected water distance; determining a tunneling distance and informing of tunneling operation when the first detected water distance is equal to the water detection design distance; the tunneling operation unit is used for acquiring a first tunneling distance and prompting to stop tunneling when the difference value between the allowable tunneling distance and the first tunneling distance is smaller than a preset value;
the device also includes:
the tunneling stopping confirming unit is used for acquiring image information of the tunneling machine; determining whether a tail lamp of the heading machine is extinguished according to the image information of the heading machine; determining to stop tunneling when a tail lamp of the tunneling machine is turned off;
the device also includes:
the working face progress unit is used for responding to confirmation of stopping tunneling and determining a non-tunneling distance; prompting to execute a second water exploration operation in response to the non-tunneling distance not being equal to zero; determining that the working surface operation is finished when the non-tunneling distance is equal to zero;
the determining the allowable tunneling distance comprises the following steps: when the non-tunneling distance is not smaller than the water detection design distance, determining the allowable tunneling distance according to the water detection design distance, the advance distance and the tunneling distance; and when the non-tunneling distance is smaller than the water exploration design distance, determining the tunneling allowing distance according to the non-tunneling distance.
7. A water detection and excavation management storage medium, comprising one or more program instructions for executing the method of any one of claims 1-5.
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