CN110005469A - Constructing tunnel monitoring method, apparatus and system - Google Patents
Constructing tunnel monitoring method, apparatus and system Download PDFInfo
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- CN110005469A CN110005469A CN201910227730.8A CN201910227730A CN110005469A CN 110005469 A CN110005469 A CN 110005469A CN 201910227730 A CN201910227730 A CN 201910227730A CN 110005469 A CN110005469 A CN 110005469A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 55
- 238000000034 method Methods 0.000 title claims abstract description 38
- 238000010276 construction Methods 0.000 claims abstract description 56
- 238000012806 monitoring device Methods 0.000 claims description 15
- 238000005259 measurement Methods 0.000 claims description 14
- 238000004891 communication Methods 0.000 claims description 11
- 238000010586 diagram Methods 0.000 description 11
- 230000008569 process Effects 0.000 description 11
- 230000006870 function Effects 0.000 description 10
- 238000004364 calculation method Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000004590 computer program Methods 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
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- Civil Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
This application discloses a kind of constructing tunnel monitoring methods, apparatus and system.The method, applied to the monitoring system for including two lining trolleys and distance-measuring equipment, the first initial distance being stored in monitoring system between distance-measuring equipment and location structure and the second initial distance between distance-measuring equipment and face, side of the distance-measuring equipment far from face and axially vertical with tunnel is arranged in location structure, which comprises obtains the first real-time range between distance-measuring equipment and location structure and obtains the second real-time range between distance-measuring equipment and face；Total initial distance is obtained according to the first initial distance and the second initial distance, total real-time range is obtained according to the first real-time range and the second real-time range；The difference for calculating total initial distance and total real-time range determines construction speed according to the difference of total initial distance and total real-time range.Scheme described in the embodiment of the present application can reduce the influence caused by work progress during determining construction speed.
Description
Technical field
This application involves technical field of tunnel construction, in particular to a kind of constructing tunnel monitoring method, device and are
System.
Background technique
It during constructing tunnel, is supported to provide reliable data to construction plan, generally requires measurement and constructed
The cutting length in tunnel in journey determines construction speed.
In the prior art, when measuring construction speed, generally by manually at the construction field (site) measure tunnel construction into
Degree.During constructing tunnel, the linking between each process is extremely compact, and there are many parallel operations, crossed construction
Engineering, since the work surface of tunnel construction site is natively than narrow, when measuring work, other can be applied
Work process impact, and is affected so as to cause entire construction speed.
In addition, when manually being measured to construction speed, since hand dipping can have some errors, it will lead to
There is a problem of inaccuracy according to the construction speed that the data of hand dipping determine.
Summary of the invention
In order to overcome above-mentioned deficiency in the prior art, the application's is designed to provide a kind of constructing tunnel monitoring side
Method, applied to the monitoring system for including two lining trolleys and distance-measuring equipment, the distance-measuring equipment is mounted on the two linings trolley, institute
State distance-measuring equipment include two rangefinders, the rangefinder be respectively used to acquisition the distance between distance-measuring equipment and location structure with
And the distance between the distance-measuring equipment and face；
The first initial distance and the distance-measuring equipment being stored in the monitoring system between distance-measuring equipment and location structure
Side of the distance-measuring equipment far from face and and tunnel is arranged in the second initial distance between face, the location structure
It is axially vertical, which comprises
It obtains the first real-time range between distance-measuring equipment and location structure and obtains between distance-measuring equipment and face
The second real-time range；
Total initial distance is obtained according to first initial distance and second initial distance, in real time according to described first
Distance obtains total real-time range with second real-time range；
The difference for calculating total initial distance and total real-time range, according to total initial distance and it is described it is total in real time
Construction speed is determined apart from its difference.
Optionally, the monitoring system further includes the transceiver and monitor terminal for being communicated, and the ranging is set
It is standby to be in communication with each other by the transceiver and the monitor terminal.
Optionally, the method also includes,
First real-time range is stored as first initial distance, second real-time range is stored as described
Second initial distance.
Optionally, the monitoring system includes camera and rangefinder, and the rangefinder is rotatably arranged, and the method is also
Including,
The measurement direction of the rangefinder is judged according to the image that the camera acquires；
The measurement direction of the rangefinder is adjusted according to the direction of the rangefinder.
The another object of the application is to provide a kind of constructing tunnel monitoring device, is applied to include two lining trolleys and ranging
The monitoring system of equipment, the distance-measuring equipment are mounted on the two linings trolley, and the distance-measuring equipment includes two rangefinders, institute
Rangefinder is stated to be respectively used between acquisition the distance between distance-measuring equipment and location structure and the distance-measuring equipment and face
Distance, the first initial distance and distance-measuring equipment being stored in the monitoring system between distance-measuring equipment and location structure with
The second initial distance between face, the location structure be arranged in side of the distance-measuring equipment far from face and with tunnel axis
To vertical, described device includes first obtaining module, second obtaining and computing module；
The first acquisition module is used to obtain the first real-time range and the acquisition between distance-measuring equipment and location structure
The second real-time range between distance-measuring equipment and face；
Described second obtains module for total initial according to first initial distance and second initial distance acquisition
Distance obtains total real-time range according to first real-time range and second real-time range；
The computing module is used to calculate the difference of total initial distance and total real-time range, according to described total initial
The difference of distance and total real-time range determines construction speed.
Optionally, the monitoring system further includes the transceiver and monitor terminal for being communicated, and the ranging is set
It is standby to be in communication with each other by the transceiver and the monitor terminal.
Optionally, described device further includes memory module, and the memory module is used to store first real-time range
For first initial distance, and
Second real-time range is stored as second initial distance.
The another object of the application is to provide a kind of constructing tunnel monitoring system, and the monitoring system includes two lining trolleys
And distance-measuring equipment, the distance-measuring equipment are mounted on the two linings trolley, the distance-measuring equipment includes two rangefinders, the survey
Distance meter be respectively used to acquisition the distance between distance-measuring equipment and location structure and the distance-measuring equipment and face between away from
From the first initial distance and distance-measuring equipment and area being stored in the monitoring system between distance-measuring equipment and location structure
The second initial distance between face, the location structure are arranged in side of the distance-measuring equipment far from face and axially hang down with tunnel
Directly, the monitoring system at runtime, executes following steps:
It obtains the first real-time range between distance-measuring equipment and location structure and obtains between distance-measuring equipment and face
The second real-time range；
Total initial distance is obtained according to first initial distance and second initial distance, in real time according to described first
Distance obtains total real-time range with second real-time range；
The difference for calculating total initial distance and total real-time range, according to total initial distance and it is described it is total in real time
Construction speed is determined apart from its difference.
Optionally, the monitoring system further includes the transceiver and monitor terminal for being communicated, and the ranging is set
It is standby to be in communication with each other by the transceiver and the monitor terminal.
Optionally, the monitoring system is also used to execute step: first real-time range is stored as at the beginning of described first
Second real-time range is stored as second initial distance by beginning distance.
In terms of existing technologies, the application has the advantages that
In the embodiment of the present application, two sets of distance-measuring equipments are set on two lining trolleys, location structure is set in tunnel, makes one
Cover distance-measuring equipment acquisition two lining the distance between trolley and location structure, another set of two lining trolley of distance-measuring equipment acquisition and face
The distance between, thus according to two lining the distance between trolleys and location structure and two serve as a contrast the distance between trolleys and face come
Determine the construction speed in tunnel.Due in the construction speed for determining tunnel, obtaining two lining trolleys using distance-measuring equipment and determining
The distance between bit architecture and two lining the distance between trolleys and face, thus according between two lining trolleys and location structure
The construction speed of distance and two lining the distance between trolleys and face acquisition tunnels, due in entire measurement process, and is not required to
Operation is manually measured at the scene, therefore, can manually avoid determining that the measurement process of construction speed is made to construction progress
At influence.Meanwhile the distance between trolley and location structure and two lining trolleys and area are served as a contrast using rangefinder acquisition distance two
The distance between face, to calculate construction speed, the result of the construction speed of acquisition is more accurate.
Detailed description of the invention
Technical solution in ord to more clearly illustrate embodiments of the present application, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only some embodiments of the application, therefore is not construed as pair
The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 is the arragement construction schematic diagram of monitoring system provided by the embodiments of the present application；
Fig. 2 is the structural schematic block diagram of constructing tunnel monitoring device provided by the embodiments of the present application；
Fig. 3 is the flow diagram of constructing tunnel monitoring method provided by the embodiments of the present application；
Fig. 4 is the structural schematic block diagram of constructing tunnel monitoring device provided by the embodiments of the present application.
Icon: 11- bis- serves as a contrast trolley；12- rangefinder；13- camera；14- location structure；15- transceiver；16- monitoring
Terminal；17- tunnel portal；18- face；100- constructing tunnel monitoring device；110- constructing tunnel monitoring device；111- first
Obtain module；112- second obtains module；113- computing module；114- memory module；120- memory；130- processor；
140- distance-measuring equipment.
Specific embodiment
To keep the purposes, technical schemes and advantages of the embodiment of the present application clearer, below in conjunction with the embodiment of the present application
In attached drawing, the technical scheme in the embodiment of the application is clearly and completely described, it is clear that described embodiment is
Some embodiments of the present application, instead of all the embodiments.The application being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiments herein provided in the accompanying drawings is not intended to limit below claimed
Scope of the present application, but be merely representative of the selected embodiment of the application.Based on the embodiment in the application, this field is common
Technical staff's every other embodiment obtained without creative efforts belongs to the model of the application protection
It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present application, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, or be somebody's turn to do
Invention product using when the orientation or positional relationship usually put, be merely for convenience of description the application and simplify description, without
It is that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore not
It can be interpreted as the limitation to the application.In addition, term " first ", " second ", " third " etc. are only used for distinguishing description, and cannot manage
Solution is indication or suggestion relative importance.
In addition, the terms such as term "horizontal", "vertical", " pendency " are not offered as requiring component abswolute level or pendency, and
It is that can be slightly tilted.It is not to indicate the structure if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical"
It has to fully horizontally, but can be slightly tilted.
In the description of the present application, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ",
" installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be fixedly connected, may be a detachable connection or one
Connect to body；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, it can also be indirect by intermediary
It is connected, can be the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition
State the concrete meaning of term in this application.
Referring to Figure 1, Fig. 1 is that the embodiment of the present application provides a kind of setting schematic diagram of constructing tunnel monitoring system, described
Monitoring system includes two lining trolleys 11 and distance-measuring equipment 140, and the distance-measuring equipment 140 is the equipment for measuring distance, described
Distance-measuring equipment 140 is mounted on the two linings trolley 11, and the distance-measuring equipment 140 includes two rangefinders 12, the rangefinder
12 are respectively used to acquisition the distance between distance-measuring equipment 140 and location structure 14 and the distance-measuring equipment 140 and face 18
The distance between, the first initial distance for being stored in the monitoring system between distance-measuring equipment 140 and location structure 14 and
The second initial distance between distance-measuring equipment 140 and face 18, the setting of location structure 14 is in distance-measuring equipment 140 far from the palm
The side in sub- face 18 and axially vertical with tunnel.
Two lining trolleys 11 are tunnel lining trolley, and tunnel lining trolley must be used in constructing tunnel process secondary lining
Special equipment for the concrete- liner construction to tunnel inner wall be the product that secondary lining is indispensable during constructing tunnel,
Mainly there are simple lining trolley, full hydraulic automatic walking lining trolley and net frame lining trolley.
Location structure 14 is in a period of time, during supervision control engineering progress position will not changed structure, should
The position of structure is used for as the reference position during determining construction speed.For example, in the present embodiment, location structure 14 can be with
It is reflector, reflector is arranged in two lining trolleys 11 close to tunnel face side, the vertical line on the biggish surface of reflector and ranging
Direction is consistent, for example, reflector can be set in tunnel wall.
Distance-measuring equipment 140 may include two rangefinders 12.In the present embodiment, distance-measuring equipment 140 can also include two
Camera 13.When assembling rangefinder 12 and camera 13, rangefinder 12 and camera 13 can be made consistent with same level,
That is, direction and 13 camera lens central axes direction of camera and the same level one of 12 ranging of rangefinder can be made
It causes.In the present embodiment, camera 13 can use rotatable camera 13.In actual setting, a camera can be made
13 and rangefinder 12 combine.
Face 18 is also known as the face Zhang, is a term in tunnel construction.Face 18 in the present embodiment excavates
In Tunnel Engineering, the working face constantly pushed ahead.
Please continue to refer to Fig. 1, optionally, in the present embodiment, the monitoring system further includes the transmitting-receiving for being communicated
Equipment 15 and monitor terminal 16, the distance-measuring equipment 140 are in communication with each other by the transceiver 15 with the monitor terminal 16.
For example, communication module is provided on distance-measuring equipment 140, between communication module and transceiver 15 in the present embodiment
It is communicated, is communicated between transceiver 15 and monitor terminal 16.
Wherein, transceiver 15 can be repeater, and monitor terminal 16 can be computer.
Fig. 2 is referred to, Fig. 2 is the structural schematic block diagram of constructing tunnel monitoring device 100 provided by the embodiments of the present application, institute
Stating constructing tunnel monitoring device 100 includes constructing tunnel monitoring device 110, distance-measuring equipment 140, memory 120 and processor
130, the memory 120, the processor 130 and each element of the distance-measuring equipment 140 are directly or indirectly electrical between each other
Connection, for realizing data interaction.For example, these elements between each other can be real by one or more communication bus or signal wire
Now it is electrically connected.The obstacle detector includes that at least one can be stored in the form of software or firmware (firmware)
In the memory 120 or it is solidificated in the operating system (operating system, OS) of the constructing tunnel monitoring device 100
In software function module.The processor 130 is for executing the executable module stored in the memory 120, such as institute
State software function module included by constructing tunnel monitoring device 110 and computer program etc..
Wherein, the memory 120 may be, but not limited to, random access memory (Random Access
Memory, RAM), read-only memory (Read Only Memory, ROM), programmable read only memory (Programmable
Read-Only Memory, PROM), erasable read-only memory (Erasable Programmable Read-Only
Memory, EPROM), electricallyerasable ROM (EEROM) (Electric Erasable Programmable Read-Only
Memory, EEPROM) etc..Wherein, memory 120 is for storing program, the processor 130 after receiving and executing instruction,
Execute described program.
The processor 130 may be a kind of IC chip, the processing capacity with signal.Above-mentioned processor
130 can be at general processor 130, including central processing unit 130 (Central Processing Unit, CPU), network
Manage device (Network Processor, NP) etc.；Can also be digital signal processor (DSP), specific integrated circuit (ASIC),
Field programmable gate array (FPGA) either other programmable logic device, discrete gate or transistor logic, discrete hard
Part component.It may be implemented or execute disclosed each method, step and the logic diagram in the embodiment of the present application.General processor
130 can be microprocessor 130 or the processor 130 is also possible to any conventional processor 130 etc..
Fig. 3 is referred to, Fig. 3 is the constructing tunnel monitoring method that can be applied to above-mentioned monitoring system,
The first initial distance and the ranging being stored in the monitoring system between distance-measuring equipment 140 and location structure 14
The second initial distance between equipment 140 and face 18, the location structure 14 are arranged in distance-measuring equipment 140 far from face
18 side and axially vertical with tunnel.First initial distance be reference time point when distance-measuring equipment 140 and location structure 14 it
Between distance, the second initial distance be reference time point when the distance between distance-measuring equipment 140 and face 18.The method packet
Include step S110- step S130.
Step S110, obtains the first real-time range between distance-measuring equipment 140 and location structure 14 and acquisition ranging is set
The second real-time range between standby 140 and face 18.
Step S120 obtains total initial distance according to first initial distance and second initial distance, according to institute
It states the first real-time range and second real-time range obtains total real-time range.Wherein, the calculation method of total initial distance is institute
State the sum of the first initial distance and second initial distance, the calculation method of total real-time range be first real-time range with
The sum of described second real-time range.The present embodiment for respectively obtain initial time (the reference moment point for determining construction speed) and
At the time of determining construction speed, the distance between location structure 14 and face 18.
Step S130 calculates the difference of total initial distance and total real-time range, according to total initial distance and
The difference of total real-time range determines construction speed.
The difference of total initial distance and total real-time range, i.e., initial time and determine the construction speed moment between
In time span, tunnel is along its axial Excavation Length.
In the present embodiment, by the setting of distance-measuring equipment 140 on two lining trolleys 11, in the construction process due to two lining trolleys 11
Can constantly promote with construction speed, therefore, two lining trolleys 11 at a distance from face 18 always in a certain range.And
In the primary time for determining construction speed, the position of location structure 14 is axial in tunnel and there is no variations, therefore, location structure
The variation of the distance between 14 and face 18 is exactly the Excavation Length in tunnel.In the present embodiment, distance-measuring equipment 140 is arranged two
It serves as a contrast on trolley 11, distance-measuring equipment 140 can be made mobile to face 18 with two lining trolleys 11, actually using the monitoring system
During determining construction speed, it is only necessary to running fix structure 14, without frequently dismantling the operation of distance-measuring equipment 140.
During entirely determining construction speed, it is only necessary to running fix structure 14, others operation do not need manual operation,
Therefore, influence of the measurement work to work progress can be greatly reduced.
Optionally, when determining construction speed, the first real-time range and described second is obtained in fact according to prefixed time interval
When distance, in this way, the construction speed between each time interval can be obtained.
Optionally, the monitoring system further includes the transceiver 15 and monitor terminal 16 for being communicated, the survey
It is in communication with each other by the transceiver 15 with the monitor terminal 16 away from equipment 140.
During actually determining construction speed, the distance that can be acquired distance-measuring equipment 140 by transceiver 15
Data (the first real-time range and second real-time range) are sent to monitor terminal 16, to realize long-range acquisition distance-measuring equipment
The range data of 140 acquisitions.
When construction site is blown out and is slagged tap, there can be grieshoch, these grieshoch can block laser, close to the palm of face 18
Sub- 18 trolley of face can also block laser.
When in distance-measuring equipment 140 include camera 13 when, camera 13 can be acquired scene image with apart from number
According to being sent to monitor terminal 16 together.Monitor terminal 16 can start the ranging process of rangefinder 12 according to the situation at scene, when
When laser is lived by shield, without measurement.
Optionally, in the present embodiment, before step S110, according to the Image Adjusting camera 13 of the acquisition of camera 13.Example
Such as, it can will adjust towards the camera 13 of face 18 to visible directly 18 wall of face of energy immediately below face trolley
Position be located at the 13 monitored picture centre of camera.It will adjust towards the camera 13 of the side at hole to location structure
14 are located at the 13 monitored picture centre of camera.
Optionally, the method also includes, first real-time range is stored as first initial distance, will be described
Second real-time range is stored as second initial distance.
The present embodiment be used for by the first real-time range when secondary determining construction speed and the second real-time range respectively as
The first initial distance and the second initial distance primary later or that repeatedly determine construction speed.That is, will last time
Determine that the first real-time range and the second real-time range when construction speed are initial as once determine construction speed later first
Distance and the second initial distance.
Optionally, two lining the distance between trolleys 11 and face 18 are less than 200 meters, between reflector and two lining trolleys 11
Distance less than 200 meters.
In the present embodiment, keep the distance between two lining trolleys 11 and face 18 in 200 meters, reflector and two lining platforms
The distance between vehicle 11 is maintained in 200 meters, and determining construction speed can be made more accurate.
For example, when constructing tunnel speed is can tunnel 3.5 meters of average speed of application daily, it can be by reflector beauty
Movement in 50 days is primary.
Optionally, the monitoring system includes camera 13 and rangefinder 12, and the rotatably setting of rangefinder 12 is described
Method further includes the measurement direction of the rangefinder 12 being judged according to the image that the camera 13 acquires, and according to described
The direction of rangefinder 12 adjusts the measurement direction of the rangefinder 12.
Optionally, in the present embodiment, the measurement direction of rangefinder 12 is adjusted to axial consistent with tunnel, so as to
Reduce operand, the precision of the tap length improved, and can be improved the accuracy of construction speed.
In the present embodiment, in the case where not doing specified otherwise, the axial direction in tunnel refers both to the tunneling direction in tunnel.
Fig. 4 is referred to, the another object of the application is to provide a kind of constructing tunnel monitoring device 110, applied to including
The monitoring system of two lining trolleys 11 and distance-measuring equipment 140, the distance-measuring equipment 140 is mounted on the two linings trolley 11, described
Distance-measuring equipment 140 include two rangefinders 12, the rangefinder 12 be respectively used to acquisition distance-measuring equipment 140 and location structure 14 it
Between distance and the distance between the distance-measuring equipment 140 and face 18, be stored with distance-measuring equipment in the monitoring system
The second initial distance between the first initial distance and distance-measuring equipment 140 and face 18 between 140 and location structure 14,
Side of the distance-measuring equipment 140 far from face 18 and, described device packet axially vertical with tunnel is arranged in the location structure 14
Include the acquisition of the first acquisition module 111, second and computing module 113.The constructing tunnel monitoring device 110 can be soft including one
The form of part or firmware is stored in the memory 120 or is solidificated in the operating system (operating of the monitoring system
System, OS) in software function module.
The first acquisition module 111 is used to obtain the first real-time range between distance-measuring equipment 140 and location structure 14
And the second real-time range between acquisition distance-measuring equipment 140 and face 18.
The first acquisition module 111 in the present embodiment obtains module 111 about described first for executing step S110
Specifically describe the description that can refer to the step S110.
Described second, which obtains module 112, is used to be obtained always just according to first initial distance and second initial distance
Beginning distance obtains total real-time range according to first real-time range and second real-time range.
The second acquisition module 112 in the present embodiment obtains module 112 about described second for executing step S120
Specifically describe the description that can refer to the step S120.
The computing module 113 is used to calculate the difference of total initial distance and total real-time range, according to described total
The difference of initial distance and total real-time range determines construction speed.
Computing module 113 in the present embodiment is for executing step S130, the specific descriptions about the computing module 113
It can refer to the description to the step S130.
Optionally, described device further includes memory module 114, the memory module 114 be used for by described first in real time away from
From being stored as first initial distance, and
Second real-time range is stored as second initial distance.
In conclusion two sets of distance-measuring equipments 140 are arranged on two lining trolleys 11, are set in tunnel in the embodiment of the present application
Location structure 14 is set, a set of acquisition of distance-measuring equipment 140 two lining the distance between trolley 11 and location structure 14, another set of ranging are made
The acquisition of equipment 140 two lining the distance between trolley 11 and face 18, thus according between two lining trolleys 11 and location structure 14
Distance and two lining the distance between trolleys 11 and face 18 determine the construction speed in tunnel.Due to determining applying for tunnel
In work progress, obtained using distance-measuring equipment 140 the distance between two lining trolleys 11 and location structure 14 and two lining trolleys 11 with
The distance between face 18, thus according to two lining the distance between trolleys 11 and location structure 14 and two lining trolleys 11 and area
The distance between face 18 obtains the construction speed in tunnel, due in entire measurement process, not needing manually to be surveyed at the scene
Amount operation, it can thus be avoided measurement construction speed is influenced to caused by construction progress.Meanwhile using rangefinder 12 acquisition away from
From two lining the distance between trolleys 11 and location structure 14 and two lining the distance between trolleys 11 and face 18, to calculate construction
The result of progress, the construction speed of acquisition is more accurate.
In embodiment provided herein, it should be understood that disclosed device and method, it can also be by other
Mode realize.The apparatus embodiments described above are merely exemplary, for example, the flow chart and block diagram in attached drawing are shown
According to device, the architectural framework in the cards of method and computer program product, function of multiple embodiments of the application
And operation.In this regard, each box in flowchart or block diagram can represent one of a module, section or code
Point, a part of the module, section or code includes one or more for implementing the specified logical function executable
Instruction.It should also be noted that function marked in the box can also be attached to be different from some implementations as replacement
The sequence marked in figure occurs.For example, two continuous boxes can actually be basically executed in parallel, they sometimes may be used
To execute in the opposite order, this depends on the function involved.It is also noted that each of block diagram and or flow chart
The combination of box in box and block diagram and or flow chart can be based on the defined function of execution or the dedicated of movement
The system of hardware is realized, or can be realized using a combination of dedicated hardware and computer instructions.
In addition, each functional module in each embodiment of the application can integrate one independent portion of formation together
Point, it is also possible to modules individualism, an independent part can also be integrated to form with two or more modules.
It, can be with if the function is realized and when sold or used as an independent product in the form of software function module
It is stored in a computer readable storage medium.Based on this understanding, the technical solution of the application is substantially in other words
The part of the part that contributes to existing technology or the technical solution can be embodied in the form of software products, the meter
Calculation machine software product is stored in a storage medium, including some instructions are used so that a computer equipment (can be a
People's computer, server or network equipment etc.) execute each embodiment the method for the application all or part of the steps.
And storage medium above-mentioned includes: that USB flash disk, mobile hard disk, read-only memory (ROM, Read-Only Memory), arbitrary access are deposited
The various media that can store program code such as reservoir (RAM, Random Access Memory), magnetic or disk.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
The above, the only specific embodiment of the application, but the protection scope of the application is not limited thereto, it is any
Those familiar with the art within the technical scope of the present application, can easily think of the change or the replacement, and should all contain
Lid is within the scope of protection of this application.Therefore, the protection scope of the application should be based on the protection scope of the described claims.
Claims (10)
1. a kind of constructing tunnel monitoring method, which is characterized in that applied to include two lining trolleys and distance-measuring equipment monitoring systems,
The distance-measuring equipment is mounted on the two linings trolley, and the distance-measuring equipment includes two rangefinders, and the rangefinder is used respectively
In acquisition the distance between distance-measuring equipment and location structure and the distance between the distance-measuring equipment and face；
The first initial distance and distance-measuring equipment and the palm being stored in the monitoring system between distance-measuring equipment and location structure
The second initial distance between sub- face, the location structure be arranged in side of the distance-measuring equipment far from face and with tunnel axial direction
Vertically, which comprises
Obtain the first real-time range between distance-measuring equipment and location structure and obtain between distance-measuring equipment and face the
Two real-time ranges；
Total initial distance is obtained according to first initial distance and second initial distance, according to first real-time range
Total real-time range is obtained with second real-time range；
The difference for calculating total initial distance and total real-time range, according to total initial distance and total real-time range
Difference determine construction speed.
2. constructing tunnel monitoring method according to claim 1, which is characterized in that the monitoring system further include for into
The transceiver and monitor terminal of row communication, the distance-measuring equipment pass through the transceiver and the monitor terminal phase intercommunication
Letter.
3. constructing tunnel monitoring method according to claim 1 or 2, which is characterized in that the method also includes,
First real-time range is stored as first initial distance, second real-time range is stored as described second
Initial distance.
4. constructing tunnel monitoring method according to claim 1 or 2, which is characterized in that the monitoring system includes camera shooting
Head and rangefinder, the rangefinder are rotatably arranged, the method also includes,
The measurement direction of the rangefinder is judged according to the image that the camera acquires；
The measurement direction of the rangefinder is adjusted according to the direction of the rangefinder.
5. a kind of constructing tunnel monitoring device, which is characterized in that applied to include two lining trolleys and distance-measuring equipment monitoring systems,
The distance-measuring equipment is mounted on the two linings trolley, and the distance-measuring equipment includes two rangefinders, and the rangefinder is used respectively
In acquisition the distance between distance-measuring equipment and location structure and the distance between the distance-measuring equipment and face, the monitoring
The first initial distance being stored in system between distance-measuring equipment and location structure and between distance-measuring equipment and face
Side of the distance-measuring equipment far from face and, the dress axially vertical with tunnel is arranged in two initial distances, the location structure
It sets and obtains module, the second acquisition and computing module including first；
The first acquisition module is used to obtain the first real-time range between distance-measuring equipment and location structure and obtains ranging
The second real-time range between equipment and face；
Described second, which obtains module, is used to obtain total initial distance according to first initial distance and second initial distance,
Total real-time range is obtained according to first real-time range and second real-time range；
The computing module is used to calculate the difference of total initial distance and total real-time range, according to total initial distance
And the difference of total real-time range determines construction speed.
6. constructing tunnel monitoring device according to claim 5, which is characterized in that the monitoring system further include for into
The transceiver and monitor terminal of row communication, the distance-measuring equipment pass through the transceiver and the monitor terminal phase intercommunication
Letter.
7. constructing tunnel monitoring device according to claim 5 or 6, which is characterized in that described device further includes storage mould
Block, the memory module are used to first real-time range being stored as first initial distance, and
Second real-time range is stored as second initial distance.
8. a kind of constructing tunnel monitoring system, which is characterized in that the monitoring system includes two lining trolleys and distance-measuring equipment, described
Distance-measuring equipment is mounted on the two linings trolley, and the distance-measuring equipment includes two rangefinders, and the rangefinder is respectively used to adopt
Collect the distance between distance-measuring equipment and location structure and the distance between the distance-measuring equipment and face, the monitoring system
In be stored with the first initial distance between distance-measuring equipment and location structure and second between distance-measuring equipment and face at the beginning of
Side of the distance-measuring equipment far from face and, the monitoring system axially vertical with tunnel is arranged in beginning distance, the location structure
System at runtime, executes following steps:
Obtain the first real-time range between distance-measuring equipment and location structure and obtain between distance-measuring equipment and face the
Two real-time ranges；
Total initial distance is obtained according to first initial distance and second initial distance, according to first real-time range
Total real-time range is obtained with second real-time range；
The difference for calculating total initial distance and total real-time range, according to total initial distance and total real-time range
Difference determine construction speed.
9. constructing tunnel monitoring system according to claim 8, which is characterized in that the monitoring system further include for into
The transceiver and monitor terminal of row communication, the distance-measuring equipment pass through the transceiver and the monitor terminal phase intercommunication
Letter.
10. constructing tunnel monitoring system according to claim 8 or claim 9, which is characterized in that the monitoring system is also used to hold
Row step: being stored as first initial distance for first real-time range, second real-time range is stored as described
Second initial distance.
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| CN201910227730.8A CN110005469A (en) | 2019-03-25 | 2019-03-25 | Constructing tunnel monitoring method, apparatus and system |
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| CN201910227730.8A CN110005469A (en) | 2019-03-25 | 2019-03-25 | Constructing tunnel monitoring method, apparatus and system |
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