WO2013018971A1 - Underground facility management system using information recognition means - Google Patents

Underground facility management system using information recognition means Download PDF

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Publication number
WO2013018971A1
WO2013018971A1 PCT/KR2012/002453 KR2012002453W WO2013018971A1 WO 2013018971 A1 WO2013018971 A1 WO 2013018971A1 KR 2012002453 W KR2012002453 W KR 2012002453W WO 2013018971 A1 WO2013018971 A1 WO 2013018971A1
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WO
WIPO (PCT)
Prior art keywords
information
ground
indicators
underground
indicator
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Application number
PCT/KR2012/002453
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French (fr)
Korean (ko)
Inventor
구승엽
Original Assignee
주식회사 차후
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.)
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Publication date
Priority claimed from KR1020110077809A external-priority patent/KR101090976B1/en
Priority claimed from KR1020110094766A external-priority patent/KR101122185B1/en
Application filed by 주식회사 차후 filed Critical 주식회사 차후
Publication of WO2013018971A1 publication Critical patent/WO2013018971A1/en

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S5/00Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations
    • G01S5/0009Transmission of position information to remote stations

Definitions

  • the present invention relates to an underground facility management system, and more particularly, includes a plurality of underground indicators that include information on underground facilities and include ground indicators installed on the ground and information on underground facilities and are buried underground with the underground facilities. It is stored in information recognition means such as bar code, QR code, magnetic marker, RFID tag Wi-Fi device, and read by user terminal, so it is easy to access the homepage of the basement, location information, terrain information and attribute information of the underground facilities. Since the information of underground facilities is shared, it is possible to prevent the double accident of surveying the underground facilities every time of construction and to prevent large accidents caused by the construction without knowing the changed information.
  • Natural disasters such as gas pipe explosion, city gas explosion, oil pipe rupture, recovery, and restoration work take into consideration the stability of special underground facilities buried underground such as water, sewage, gas, power, communication, heating, oil pipes, etc. Together, ongoing maintenance is becoming important.
  • Underground facilities considered in the design of underground facilities include water and sewage, Korea Electric Power Line, Korea Telecom Line, and city gas pipeline. Also, the properties of underground facilities to be recorded on the topographic map are the material of the pipe, the length of the pipe, the diameter of the pipe, the number of pipes, the depth of the pipe, and the location of the pipe.
  • dam water pipes and water pipes may be damaged due to floating ground or ground loads, but they cannot be easily found on the ground. Therefore, nowadays, a lot of manpower and equipment are put in place to perform the cumbersome management of monitoring with a leak detector.
  • An object of the present invention is to provide an underground facility management system using an information recognition means capable of effective and active management of underground facilities by building a system capable of integrated management of underground facilities.
  • an object of the present invention is to provide information recognition means for detecting the movement of the underground facilities during natural disasters such as earthquakes, landslides, floods by installing ground indicators on the ground where underground facilities are embedded It is to provide the underground facility management system used.
  • an object of the present invention to obtain location information and attribute information by using information recognition means such as a barcode or QR code installed in the conduit product of underground facilities, and stored in a database along with the construction information when construction, according to the construction It is to provide an underground facility management system using information recognition means that can update and confirm the change of information generated in real time.
  • information recognition means such as a barcode or QR code installed in the conduit product of underground facilities
  • the present invention is to provide an underground facility management system using an information recognition means that can be installed on the ground to store the information to be compared to the target and to verify the location of the underground facility using the indicator.
  • the present invention measures the third point around the facility when construction of underground facilities, and stores the base information, location information, information of underground facilities buried nearby, etc., and easily use the information in the portable terminal Information recognition means that can verify the location of underground facilities by using the information of the third point by installing an indicator containing measurement information in a two-dimensional code or an electronic tag such as RFID that does not require additional measures for maintenance.
  • a plurality of ground indicators installed on the ground of a plurality of points, including the base information of the plurality of points, location information and information of the underground facility 200 buried nearby (10- 1, 10-2, ..., 10-n); A plurality of reference point indicators 20-1, 20-2, ..., 20-n installed at points where there is no possibility of movement; The information is obtained from the plurality of ground indicators 10-1, 10-2, ..., 10-n and the plurality of reference point indicators 20-1, 20-2, ..., 20-n.
  • a user terminal 30 which grasps the base information, the location information, and the location information of the underground facility 200 buried nearby, where a plurality of ground indicators and reference point indicators are installed;
  • a communication network 40 providing communication between the user terminal 30 and the location information server 50;
  • the plurality of ground indicators 10-1, 10-2,..., 10-n and encryption codes included in the reference point indicator 20 are received by the user terminal 30 through the communication network 40.
  • It consists of a location information server 50 to decode the information contained in the ground indicators (10-1, 10-2, ... 10-n) and the reference point indicator 20 and transmits the information back to the user terminal (30)
  • the pole 11a is placed on the ground indicator 10 to install the marker 11, and the marker 11 is a camera of the user terminal 30 at the reference point indicator 20 adjacent to the ground indicator 10.
  • the distance between the ground indicator 10 and the reference point indicator 20 can be calculated by using a proportional equation based on the size of the marker 11 photographed by photographing, and the direction can be obtained by calculating the angle between the two points. .
  • the reference point indicators 20-1, 20-2, ..., 20-n are underground facilities included in the plurality of ground indicators 10-1, 10-2, ..., 10-n.
  • a plurality of underground tables 20-1, 20-2,..., 20-n embedded in the basement with the underground facilities 200, including the information of 200, and the user terminal 30 is
  • information of the underground facility 200 is needed, information may be obtained by recognizing the ground indicator including the underground facility 200 related information, and the ground indicator and the underground indicator may be recognized as needed.
  • the location information of the ground indicator and the ground indicator at the time of recognition is transmitted to the location information server 50, and the location information server 50 transmits the location information of the ground indicator and the ground indicator transmitted from the user terminal 30. By using it can be configured to detect the change in the position of the ground indicator and the ground indicator.
  • the plurality of ground indicators (10-1, 10-2, ... 10-n) and reference point indicators or underground indicators (20-1, 20-2, ..., 20-n) are underground facilities ( When constructing 200), it is a code storing the base information, location information, topographic information, and attribute information of the underground facilities by measuring the points around the underground facilities, or electronic tags such as NFC-based RFID, and wireless LAN-based RTLS. Tag, can be a Wi-Fi device.
  • the user terminal 30 is a general telephone, smart phone, PDA, tablet PC, the plurality of ground indicators (10-1, 10-2, ... 10-n) and a plurality of reference point indicators or ground indicators Receiving a code or information including the information shown in (20-1, 20-2, ..., 20-n) and receiving the plurality of ground indicators (10-1, 10-2, ... 10-n) Understand the base information, location information, and the information of underground facilities 200 buried nearby, where a plurality of reference point indicators or underground tables 20-1, 20-2, ..., 20-n are installed. 40 may be provided to the location information server 50 through.
  • the plurality of underground tables 20-1, 20-2, ..., 20-n are displayed on the underground facility 200 itself or attached to the underground facility 200 when the underground facility 200 is constructed. Or be buried underground together around the underground facilities.
  • the user terminal 30 is selected from a triangular plane 71 formed by three ground indicators selected from the plurality of ground indicators or two ground indicators selected from the plurality of ground indicators and the plurality of reference indicators.
  • Underground facilities entering the triangular surface 72 formed by one reference point indicator 20 can be configured to check the normal position.
  • the electronic compass and the gyrometer built in the user terminal 30 can be configured to obtain a direction.
  • the distance between the ground indicator 10 and the reference point indicator 20 is calculated by using the camera of the user terminal 30 to calculate and reflect the tolerance range for each measured distance, and the tolerance is the performance of the camera. Because the difference occurs depending on the experiment can be configured to measure the tolerance.
  • the absolute coordinate of the ground indicator 10 is within the tolerance range of the position coordinate measured by the user terminal 30 or the position coordinate measured by manual surveying, instrumentation, precision GPS measurement, or the like.
  • the location information of 10) may be stored in the storage space of the user terminal 30 and used as another reference point.
  • the ground indicators 10 whose relative positions have been verified through the reference point indicator 20 are used as new reference points, and the ground indicators of another measurement point using the verified ground indicator 10 as the reference point indicator 20. You can configure to continue the measurement while verifying (10).
  • an underground facility management system using an information recognition means capable of effective and active management of underground facilities by building a system capable of integrated management of underground facilities.
  • the underground facility management system using information recognition means to detect the movement of underground facilities during natural disasters such as earthquakes, landslides and floods by installing ground indicators on the ground where underground facilities are buried and underground indicators underground. Can be provided.
  • the information recognition means such as barcode or QR code installed in the conduit of underground facilities, obtain the location information and attribute information, and change the information generated by the construction by storing it in the database along with the construction information when construction It can provide an underground facility management system using information recognition means that can be updated and confirmed in real time.
  • an underground facility management system using an information recognition means that can be installed on the ground to store the information to be compared and to verify the location of the underground facility using this indicator.
  • the third point around the facility when constructing underground facilities stores base information, location information, and information of underground facilities buried nearby, and can easily use the information in portable terminals.
  • Underground using information recognition means that can verify the location of underground facilities by using the information of the third point by installing indicators containing the measurement information in electronic tags such as two-dimensional code or RFID that do not require additional measures
  • Facility management systems can be provided.
  • FIG. 1 is a block diagram showing the configuration of an underground facility management system using information recognition means according to the present invention
  • FIG. 2 is an embodiment in which the ground indicator and the ground indicator are installed at a point where underground facilities are buried according to the present invention
  • FIG. 3 is a block diagram showing the configuration of the underground facility management system using the information recognition means of another embodiment according to the present invention.
  • FIG. 4 is a flow showing an underground facility management procedure using information recognition means according to an embodiment of the present invention.
  • FIG. 5 is a block diagram showing a detailed configuration of a service server according to another embodiment of the present invention.
  • FIG. 6 is a view showing an example of precision survey using a wireless LAN according to an embodiment of the present invention.
  • FIG. 7 is a flowchart illustrating a procedure of calculating precision coordinates using a WLAN according to an embodiment of the present invention.
  • 9a to 9c is a method for checking whether the ground indicator according to the present invention using a smartphone camera
  • 10 is an embodiment of verifying the position information of another ground indicator by adding the ground indicator determined as normal by the present invention as a reference point
  • 11a to 11e is a verification method for checking whether or not the normal position of the underground facilities buried in the area to be confirmed by the ground indicator according to the present invention.
  • FIG. 1 is a block diagram showing the configuration of an underground facility management system using information recognition means according to the present invention.
  • the underground facility management system using the information recognition means according to the present invention is installed on the ground of a plurality of points where the movement of the seat rarely occurs, and the base information, the location information of the multiple points and the information of the underground facilities 200 buried nearby.
  • a plurality of ground indicators (10-1, 10-2, ..., 10-n) including;
  • a plurality of reference point indicators 20-1, 20-2, ..., 20-n which are installed at reference points whose positions do not change during completion inspection or maintenance;
  • the information is obtained from the plurality of ground indicators 10-1, 10-2, ..., 10-n and the plurality of reference point indicators 20-1, 20-2, ..., 20-n.
  • a user terminal 30 which grasps the base information, the location information, and the location information of the underground facility 100 buried nearby, on which the ground indicators and the reference point indicators are installed;
  • a communication network 40 providing communication between the user terminal 30 and the location information server 50;
  • the plurality of ground indicators 10-1, 10-2,..., 10-n and encryption codes included in the reference point indicator 20 are received by the user terminal 30 through the communication network 40. It consists of a location information server 50 to decode the information contained in the ground indicators (10-1, 10-2, ... 10-n) and the reference point indicator 20 and transmits the information back to the user terminal (30) do.
  • Unexplained code 60 is a server of the National Geographic Information Institute, and provides geographic information of the area requested by the location information server 50.
  • the marks of the ground indicators and the control point indicators are indicated using the representative numbers 10 and 20 when they do not need to be distinguished.
  • a plurality of ground indicators (10-1, 10-2, ... 10-n) measures the third point around the underground facilities when constructing underground facilities, and the base information, location information and The information of the underground facility is stored in a code (for example, a barcode, a two-dimensional code including a QR code, etc.) or an electronic tag such as NFC-based RFID.
  • a code for example, a barcode, a two-dimensional code including a QR code, etc.
  • an electronic tag such as NFC-based RFID.
  • the base information, the location information of the measured ground indicators (10-1, 10-2, ... 10-n) and the information of the underground facilities are encrypted and stored so that it cannot be known by general means.
  • Points on the ground surface are prominent and less visible, such as signs, telegraph poles, stone burials, and surface ponds. This is not the case.
  • the point where there is little possibility of movement for example, public institutions, landmark-scale large buildings, special facilities, and the National Geographic Information Institute reference point installation point, installs reference point indicators 20 on the ground and measures location information regardless of underground facilities.
  • the measured information is stored in a code (for example, a barcode, a two-dimensional code including a QR code, etc.) or an electronic tag such as NFC-based RFID.
  • the base information, the location information and the information of the underground facilities of the measured reference point indicators 20-1, 20-2, ... 20-n are encrypted and stored so that they cannot be known by general means.
  • the reference point indicators 20-1, 20-2, ..., 20-n are underground facilities included in the plurality of ground indicators 10-1, 10-2, ..., 10-n. It may be a number of underground signs (20-1, 20-2, ..., 20-n) including the information of 200 and buried underground with the underground facility 200, in this case,
  • the user terminal 30 may obtain information by recognizing the ground indicator including the underground facility 200 related information. Recognizes as necessary, and transmits the location information of the ground indicator and the ground indicator at the time of recognition to the location information server 50, the location information server 50 is the ground indicator transmitted from the user terminal 30
  • the location information of the ground indicator and the ground indicator can be detected by using the location information of the ground indicator.
  • the code (for example, a bar code, a two-dimensional code including a QR code, etc.) according to the present invention may be produced by attaching a code printed matter or displayed on a conduit product at the time of production of a conduit product, which is a kind of the underground facility 200. have.
  • the user reads the code according to the present invention to the user terminal 30 (eg, smart phone, tablet PC, etc.) he is using, the conduit product of the underground facility 200 through the Internet or a wireless LAN.
  • the base information, location information, topographical information and the attribute information of the underground facilities can be easily accessed by accessing the homepage related to the underground facilities 200, so that the information of the underground facilities 200 is shared and the underground facilities are surveyed every time they are constructed. It is the cheapest in terms of economics because it can prevent large accidents caused by construction without knowing work and changed information.
  • Means for recognizing all conduit products to date have to generate a special function (frequency generation, or magnetic force generation) in terms of cost is considerably more expensive than the code method according to the present invention, the device is complicated and can cause a failure.
  • Code method according to the present invention is the printing method is the cheapest and the longest use, it is semi-permanent because no failure occurs.
  • the user terminal 30 may be a widely used portable terminal such as a general telephone, a smart phone, a PDA, a tablet PC, and the plurality of ground indicators 10-1, 10-2, ... n) and codes containing information shown in a number of underground tables (20-1, 20-2, ..., 20-n) (e.g. QR codes, etc.) or electronic tags such as NFC-based RFID, WLAN-based Receive information from the RTLS tag, Wi-Fi device, etc. of the plurality of ground indicators (10-1, 10-2, ... 10-n) and a plurality of underground indicators (20-1, 20-2, ..., 20-n) grasps the base information, the location information and the information of the underground facilities 200 buried nearby, and provides the location information server 50 through the communication network 40.
  • a widely used portable terminal such as a general telephone, a smart phone, a PDA, a tablet PC, and the plurality of ground indicators 10-1, 10-2, ... n) and codes containing information shown in a number of underground tables (20-1, 20
  • FIG. 2 illustrates an embodiment in which ground indicators and underground indicators are installed at a point where underground facilities are buried by the present invention.
  • the ground indicator 10 may be used at almost any point installed on the ground where the underground facility 200 is buried, and as shown, a large building 21, a stone fixing indicator 12, and a traffic sign 13 ), QR codes 12a, 13a, 14a, 21a, 22a for measuring the position information of the traffic light 14, the index pond 22 installed as a survey reference point, and the public office building 23, and displaying the measured information.
  • 23a) is displayed on the ground indicator 10 according to the present invention in a place where the movement is prominent and less visible.
  • underground tables 20-1, 20-2, ..., 20-n are displayed on the underground facilities 200 (eg, conduits, etc.) or construct the underground facilities 200.
  • underground facilities 200 eg, conduits, etc.
  • the plurality of underground tables 20-1, 20-2,..., 20-n may be an electronic tag such as NFC-based RFID, a underground indicator including a wireless LAN-based RTLS tag, a Wi-Fi device, or the like. .
  • the underground indicator a part such as an antenna is exposed to some ground, and a part for fixing such as a body including a tag may be fixed by being embedded in the ground.
  • the underground indicator including the electronic tag the underground indicator disclosed in Korean Patent Publication No. 10-2007-0078826 is representative.
  • the plurality of underground tables 20-1, 20-2,..., 20-n are codes (eg, barcodes, two-dimensional codes including QR codes, etc.) containing information of the underground facility 200.
  • Electronic tags such as NFC-based RFID, RTLS tags based on WLAN, frequency generators such as Wi-Fi devices, and the like.
  • the attribute information of the underground facilities is encrypted and stored so that it cannot be known by general means.
  • electronic tags such as NFC-based RFID, RTLS tags based on wireless LAN, frequency generators (Wi-Fi), Bluetooth devices, etc., are designed to transmit signals only when signals are input from the outside, so they can be used without a power source or with a battery. This can be used for more than four years or semi-permanent.
  • the user terminal 30, 110 is a general wireless communication device capable of wireless communication.
  • smartphones and tablet PCs can be used, and cords attached to pipe conduits with general equipment (such as smartphones and tablet PCs (e.g. iPads) owned by the general public), not dedicated equipment (For example, a two-dimensional code including a barcode, a QR code, etc.) or a signal including information from an electronic tag, a Wi-Fi device, etc. can be used as a measurement device of the conduit.
  • FIG. 3 is a block diagram showing the configuration of an underground facility management system using information recognition means according to another embodiment of the present invention.
  • the conduit management system includes a service server 100, a user terminal 110, a network 120, an administrator terminal 130, a code identification object 140, and an information recognition means 150. ) And the like.
  • the service server 100 includes an integrated management server 101, an authentication server 102, a database server 103, and the like.
  • the information recognition means 150 is a code (for example, a bar code, a two-dimensional code including a QR code, etc.) including information of an underground facility, an electronic tag such as an NFC-based RFID, a wireless LAN-based RTLS (Real Time). Location System) tag, Wi-Fi frequency generator, and the like.
  • a code for example, a bar code, a two-dimensional code including a QR code, etc.
  • an electronic tag such as an NFC-based RFID, a wireless LAN-based RTLS (Real Time). Location System) tag, Wi-Fi frequency generator, and the like.
  • the code identification object 140 (eg, conduit) stores the serial number and product information, etc., of the product given in the production of the product in the database server 103, and the integrated management server 101 stores the stored information and the basement.
  • Generate a code for example, a bar code, a two-dimensional code including a QR code, etc.
  • the Wi-Fi frequency generator can be used as information recognition means 150 for storing information of underground facilities.
  • a combination of the code and an electronic tag such as NFC-based RFID, a wireless LAN-based RTLS tag, and a WiFi frequency generator may be used together.
  • the generated information recognition means 150 is constructed by being installed in the vicinity of the code identification object 140, for example, printed or attached to conduit products or when embedding conduit products. At this time, the information of the code identification target included in the information recognition means 150 attached or buried together, as well as pipes and corresponding parts required for the underground facilities 200 (eg, conduits, etc.), manholes, blueprints, It can be a major point.
  • the contractor using the user terminal 30 for example, smart phone 110 or a dedicated terminal, etc.
  • the code identification object 140 for example, conduit, etc.
  • Information is read from the information recognizing means 150.
  • the user terminal 30 reads information from the information recognizing means 150, for example, a QR code, an electronic tag such as NFC-based RFID, a wireless LAN-based RTLS tag, a Wi-Fi frequency generator, and the like (QR). Codes, signals received from electronic tags, etc.), and the base information, location information, and topographical information and attribute information of the underground facilities (pipe material, pipe length, pipe diameter, Number, depth of pipe, pipe position, etc. ) on the user terminal 30, or by requesting the corresponding information to the integrated management server 101 through the network 120 by the URL address linked with the corresponding code
  • the homepage of the URL can be displayed.
  • the integrated management server 101 checks the URL address, etc., reads the mapped information from the database server 103 and provides the mapped information to the user terminal 30 or the smartphone 110.
  • the provided information is the base information, location information of the underground facilities to be identified code attached to the corresponding information recognition means 150, and various pre-information information regarding the topographic information and attribute information of the underground facilities, such as pipes, etc. To include them.
  • the information provided may include terrain information and attribute information (pipe material, pipe length, pipe diameter, number of pipes, pipe depth, pipe position, etc.), type of product, use purpose, pipe pipe direction, and the like. , Construction time, location of conduit facilities, input party information, etc.
  • the installer constructs the product when the information is read from the information recognition means 150 attached to the product, GPS location information and time information, etc. are automatically linked to the product information as described above. It may be displayed on the terminal 30 and stored in the database server 103 of the service server 100.
  • the user terminal 30 receives the location information from the GPS satellite and scans the received location information and time information.
  • the information is transmitted to the integrated management server 101 together with the information of the product, and the integrated management server 101 updates the code identification object 140, for example, the information of the conduit product to the database server 103. Save it.
  • FIG. 4 is a flowchart showing a conduit comprehensive management procedure using the information recognition means according to an embodiment of the present invention.
  • the integrated management server 101 displays information related to conduit product information using a code identification object, for example, a product serial number of the conduit product 140 (eg, code, QR). Code, electronic tag, etc.) (S201, S202).
  • a code identification object for example, a product serial number of the conduit product 140 (eg, code, QR). Code, electronic tag, etc.) (S201, S202).
  • the generated product related information eg, code, QR code, electronic tag, etc.
  • S203 a database
  • a code for example, a barcode, a two-dimensional code including a QR code, an electronic tag, etc.
  • a code including the generated product-related information is generated and used as the information recognition means 150 or an electronic such as NFC-based RFID.
  • Tag, a wireless LAN-based RTLS tag, a frequency generator, and the like are used as information recognition means 150.
  • the means for displaying the QR code by outputting the generated product-related information as a QR code is attached to the corresponding product (for example, conduit, etc.), or directly printed on the conduit product (S204). As a result, comprehensive management of the product is performed.
  • a QR code for example, a tape, etc.
  • the user terminal 30 or the manager terminal 110 executes a dedicated application (S205) at the time of construction, and scans a code (for example, a two-dimensional code including a barcode, a QR code, etc.) from the corresponding product 140 ( S206) to obtain product-related information or to receive a product-related information by receiving a signal from an electronic tag such as RFID attached to the product 140, a wireless LAN-based RTLS tag, a frequency generator, and the like.
  • a code for example, a two-dimensional code including a barcode, a QR code, etc.
  • the product related information (S206) thus obtained is interpreted by a dedicated application (S208), and the information of the corresponding product is output on a display or printed matter, or the detailed information of the corresponding product.
  • a dedicated application S208
  • the information of the corresponding product is output on a display or printed matter, or the detailed information of the corresponding product.
  • the stored URL S209
  • the integrated management server 101 performs user authentication for the user according to the request for information in step S209 (S210), and if the user's authority is authorized, the database server 103 provides information about the corresponding product. Read (S211) and transmits to the user's manager terminal 110 or the user terminal (30).
  • construction-related information for example, location information and time information on GPS, terrain information, and attribute information (pipe material, pipe length, pipe diameter, pipe number, pipe) Depth, the position of the pipe, etc.)
  • location information and time information on GPS for example, location information and time information on GPS, terrain information, and attribute information (pipe material, pipe length, pipe diameter, pipe number, pipe) Depth, the position of the pipe, etc.)
  • attribute information for example, location information and time information on GPS, terrain information, and attribute information (pipe material, pipe length, pipe diameter, pipe number, pipe) Depth, the position of the pipe, etc.)
  • the integrated management server 101 stores the received additional information and construction related information in a database (S216).
  • FIG. 5 is a block diagram showing a detailed configuration of a service server according to another embodiment of the present invention.
  • the integrated management server 101 includes a product recognition information generation unit 311, a product recognition information management unit 312, an electronic map mapping unit 313, an information input unit 314, and an authentication processing unit 315. Can be configured.
  • the database server 103 is composed of a database such as QR code information 321, product information 322, shipping information 323, sales information 324, design information 325 and construction information 326, etc. Can be.
  • the construction information database 326 includes construction-related information (e.g., location information and time information on GPS, terrain information and attribute information (pipe material, pipe length, pipe diameter, number of pipes, pipe depth, pipe depth). Location, etc.).
  • construction-related information e.g., location information and time information on GPS, terrain information and attribute information (pipe material, pipe length, pipe diameter, number of pipes, pipe depth, pipe depth). Location, etc.).
  • the construction information database 326 is provided to the user terminal 30 through a network.
  • the product recognition information generation unit 311 may use a code (eg, a barcode, a two-dimensional code including a QR code, or the like) including product identification information using a serial number of each product, or an electronic device such as an NFC-based RFID. Performs a function to generate product identification information stored in a tag, a wireless LAN-based RTLS tag, and a frequency generator.
  • a code eg, a barcode, a two-dimensional code including a QR code, or the like
  • an electronic device such as an NFC-based RFID.
  • the product recognition information management unit 312 stores and updates various product recognition information (eg, QR code, product recognition information stored in an electronic tag, etc.) of a product mapped to the corresponding product recognition information (eg, QR code). It performs the function.
  • product recognition information eg, QR code, product recognition information stored in an electronic tag, etc.
  • the electronic map mapping unit 313 performs GIS (location information, terrain information, attribute information, etc.) when the conduit product is installed when the conduit product with the corresponding product recognition information (eg, QR code) is installed and installed. It connects to the Geographic Information System (Geographic Information System) to map and display the map.
  • GIS location information, terrain information, attribute information, etc.
  • the information input unit 314 receives a product-related information, construction-related information, delivery-related information, sales-related information, etc., which are input through the manager terminal 130 or the user terminal 30, for example, a smartphone, and the like, using a database server ( 103) to save.
  • the authentication processing unit 315 stores product identification information (eg, QR code, electronic tag such as NFC based RFID, RTLS tag based on wireless LAN, frequency generator), etc. through the user terminal 30 (eg, smartphone).
  • product identification information eg, QR code, electronic tag such as NFC based RFID, RTLS tag based on wireless LAN, frequency generator
  • the authentication server 102 performs a function of processing user authentication.
  • FIG. 6 is a diagram illustrating an example of precision survey using a wireless LAN according to an embodiment of the present invention.
  • the three-dimensional coordinates between the devices may be measured and calculated.
  • the relative coordinates of the device 2, the device 3, and the device 4 may be measured. That is, relative coordinates are measured as (0, 100, 10), device 3 (100, 35, 20), and device 4 (120, 95, 0). Accordingly, the relative coordinates of the worker can be calculated as (64, 47, 2).
  • absolute coordinates can be calculated from the measured relative coordinates to provide accurate position information.
  • a database table corresponding to the serial number of the product is used to determine the absolute coordinates of the construction through the absolute coordinates (latitude and longitude) of the reference point, the measured direction and distance values between the devices, and the relative coordinates previously measured.
  • FIG. 7 is a flowchart illustrating a procedure of calculating precision coordinates using a WLAN according to an embodiment of the present invention.
  • a plurality of wireless signal transmitters are installed in a space within a construction range (S401), and then relative 3D coordinates of each point are calculated based on one point (S402). Then, the relative coordinate value of the position at the time of construction is determined by the calculated value (S403). At this time, by calculating the actual absolute coordinates at the time of construction with the reference point as the absolute coordinates (S404), it is possible to store accurate position information about the position at the time of construction in the database (S405).
  • an apparatus for transmitting a wireless signal that can be used as a reference for location recognition in a wireless portable terminal is provided.
  • the construction range is within the signal region of the device.
  • FIG. 8 shows an embodiment of determining the location of an underground facility based on ground indicators installed in a third location according to the present invention.
  • Information stored in a number of ground indicators (10-1, 10-2, ..., 10-n) through the measurement is the base information, location information, and underground facilities buried nearby.
  • the neighboring underground facility information is stored not only absolute coordinates but also relative coordinates (3D vector).
  • the user reads the information of the ground indicators 10-1, 10-2, and 10-3 using the user terminal 30 to determine the location of the ground indicators 10-1, 10-2, and 10-3. If the base information, the location information, the information of the underground facilities buried nearby can be known, and the information of the ground indicators (10-1, 10-2, 10-3) read in this way to the location information server 50
  • the location information server 50 receives the geographic information from the National Geographic Information Institute server 60 and provides it to the user terminal 30 again.
  • the location information of the underground facilities (100-1, 100-2) can be known from the information on the underground facilities of the point where the ground indicators (10-1, 10-2, 10-3) are located, and at this time When the location of the underground facility is confirmed through the information, a triangular plane 71 formed by the three ground indicators 10-1, 10-2, and 10-3 and two ground indicators 10-1 and 10- 3) and the underground facilities (100-1, 100-2) entering the triangular surface 72 formed by the reference point indicator 20 can be confirmed that the normal position.
  • Underground facilities (100-3) that do not enter the triangular plane (71, 72) can be confirmed that the normal position, but because it is located close to the normal ground indicator (100-3) it is possible to determine whether or not normal by the actual survey.
  • the ground indicator 10-4 Since the ground indicator 10-4 is not confirmed to be in a normal position, the ground indicator 10-4 cannot be used for verifying the location of the underground facility 100. Thus, the triangular plane formed by the normal ground indicators 10-2 and 10-3 and the ground indicator 10-4.
  • the underground facility (100-5) located at (73) is a point where the normal position cannot be identified using the ground indicators (10-1, 10-2, 10-3).
  • 9A to 9C illustrate a method of checking whether the ground indicator according to the present invention is normal by using a camera of a smartphone.
  • the marker 11 is installed by raising the pole 11a on the ground indicator 10 to be checked for normality.
  • the marker 11 should be sized to be photographed by the camera of the user terminal 30 even at a long distance (for example, the distance between the ground indicator 10 and the reference point 20), and the simple shape and color may be distinguished from surrounding objects.
  • a long distance for example, the distance between the ground indicator 10 and the reference point 20
  • the simple shape and color may be distinguished from surrounding objects.
  • the marker 11 according to the present embodiment is constituted by a rectangle having blue (or red, green, etc.) having a width of 2 m and a length of 1 m.
  • the method of measuring the position of the ground indicator 10 at the third position from the reference point 20 may be various methods such as manual surveying, instrumentation, and precision GPS measurement.
  • the present embodiment is an embodiment of the method for measuring the position with only the user terminal 30 (for example, smart phone, etc.) without such a specific device or means. This will compensate for the inaccurate smartphone GPS feature.
  • the distance between the ground indicator 10 and the reference point 20 is calculated using a proportional equation based on the size of the marker 11 taken by photographing the marker 11 with the camera of the user terminal 30, and the angle between the two points. Calculate to find the direction.
  • the direction can be easily obtained by using the electronic compass and gyrometer built into the user terminal 30.
  • the precision is not perfectly accurate, it will affect the tolerance and measurement is necessary.
  • the distance (scalar) and the direction (vector) between the ground indicator 10 and the reference point 20 are obtained, and then the direction vector to the corresponding point is obtained by using the product of the distance and the direction.
  • the measurement using the camera of the user terminal 30 may also cause an error, so the calculated tolerance range for each measured distance is reflected. At this time, the tolerance occurs according to the camera performance, so measure the tolerance through experiment.
  • the absolute coordinates stored in the QR code or the RFID tag of the ground indicator 10 are read and compared with the position coordinates measured by the user terminal 30 or the position coordinates measured by manual surveying, instrumentation, or precision GPS measurement. Check whether is within tolerance.
  • the ground indicator 10a when the absolute coordinate of the ground indicator 10a is within the tolerance range of the measured position coordinates, the ground indicator 10a does not move or moves only a very fine distance.
  • the location information stored in 10a can be used.
  • the measurement conditions may be limited to minimize the tolerance range. Use high performance cameras to minimize tolerances during measurement.
  • the absolute coordinate of the ground indicator 10b is outside the tolerance range of the measured position coordinates, it means that the point of the ground indicator 10b has moved greatly, and thus the position information stored in the ground indicator 10a is Can not use it.
  • the location information of the ground indicator 10a usable in this way may be stored in a storage space of the user terminal 30 and used as another reference point.
  • FIG. 10 shows an embodiment of verifying the position information of another ground indicator by adding the ground indicator determined as normal by the present invention as a reference point.
  • ground indicators eg, 10-1 and 10-2 whose relative positions have been verified through the reference point indicator 20 are also exactly the same, so that the verified ground indicators 10-1 and 10-2 are Can be used as a new reference point.
  • the ground indicator 10-3 may be verified using the verified ground indicator 10-1, and the ground indicator may be verified using the verified ground indicator 10-2.
  • 10-4, 10-6) can be verified.
  • the ground indicators 10-5 and 10-6 may be verified using the verified ground indicators 10-3 and 10-4.
  • ground indicators (10) of another measuring point are verified and the measurement is continued. It is possible to verify all ground indicators (10) in the area of interest.
  • the three ground indicators (10-1, 10) only when two or more of the three vectors connecting the three ground indicators (for example, 10-1, 10-2, 10-3) are confirmed to be correct. Only the area consisting of -2, 10-3) is determined as the verified area.
  • the triangular plane 74 surrounded by the ground indicators 10-5 and 10-6 among the unvalidated areas can be determined as the verified area, but the triangular plane which is the ground indicators 10-4 and 10-5 as the base. (75) cannot be determined as the verified area because the ground indicators 10-7 have not been verified.
  • 11A to 11E illustrate a verification method for confirming whether or not the position of the underground facilities buried in the area to be checked by the ground indicator according to the present invention is normal.
  • the reference point indicator 20 is installed at the reference point, and the point where a plurality of ground indicators 10-1 to 10-5 are installed at the measurement point is selected.
  • the measuring point is a point from which the position and direction of the reference point can be calculated, and two or more points are selected in order to be able to generate a surface after each point.
  • Code or RFID of the reference point indicator 20 and each ground indicator 10-1 to 10-5 by measuring the distance and azimuth between the reference point indicator 20 and the ground indicators 10-1 to 10-5 of each measurement point. Check whether the existing coordinates read from the tag match.
  • the ground indicators 10-1 and 10-2 of the measurement point determined as the normal positions are the positions currently measured by the existing position coordinates recorded at the time of installation of the ground indicators (when the installation of the underground facilities). Since the positioning content is normal, such as coinciding with the coordinates, it may be another reference point.
  • the position coordinates of the other ground indicators 10-3 and 10-4 may be verified using the position coordinates of the verified ground indicators 10-1 and 10-2.
  • the ground indicators 10-1, 10-2, and 10-4 are formed.
  • Underground facilities 100-2 and 100-3 located in the triangular plane 78 are very likely to have no positional variation.
  • the verification area is continuously expanded while verifying the position coordinates of the other ground indicators 10-3 and 10-4.
  • ground indicators 10-2 and 10-4 are verified as shown in FIG. 11D and the measurement points of the ground indicators 10-3 are not determined to be normal, the ground indicators 10-2, 10-3, Underground facilities 100-5 which are not located in the triangular plane 79 formed by 10-4) are very likely to have land / ground movement, and the information in the triangular plane 79 is determined to be unreliable.

Abstract

The present invention provides an underground facility management system using an information recognition means, comprising: a plurality of ground indicators (10-1, 10-2,..., 10-n), which are mounted to a plurality of places on the ground and include base information and location information on the plurality of places and information on a nearby underground facility (200); a plurality of reference indicators (20-1, 20-2,..., 20-n) mounted to non-movable places; a user terminal (30) for assessing the base information and the location information of the places to which the plurality of ground indicators and the plurality of reference indicators are mounted and location information on the nearby underground facility (200) by acquiring information from the plurality of ground indicators (10-1, 10-2,..., 10-n) and the plurality of reference indicators (20-1, 20-2,..., 20-n); a communication network (40) for providing communication between the user terminal (30) and a location information server (50); and the location information server (50) for receiving encrypted codes included in the plurality of ground indicators (10-1, 10-2,..., 10-n) and the plurality of reference indicators (20) from the user terminal (30), decrypting information included in the plurality of ground indicators (10-1, 10-2,..., 10-n) and the plurality of reference indicators (20), and transmitting the decrypted information to the user terminal (30).

Description

정보인식수단을 이용한 지하시설물 관리시스템Underground facility management system using information recognition means
본 발명은 지하시설물 관리시스템에 관한 것으로, 보다 상세하게는 지하시설물의 정보를 포함하고 지상에 설치되는 지상지표와 지하시설물의 정보를 포함하고 상기 지하시설물과 함께 지하에 매설되는 다수의 지하지표를 바코드, QR 코드, 자기마커, RFID 태그 와이파이 장치 등과 같은 정보인식수단에 저장하고 사용자단말기로 읽어들임으로써 인터넷 홈페이지에 접속하여 손쉽게 지하시설물의 기반정보, 위치정보, 지형정보와 상기 지하시설물의 속성정보를 알 수 있으므로 지하시설물의 정보가 공유되어 시공시마다 지하시설물을 조사하는 이중작업과 변경된 정보를 알지 못하고 시공하다 발생하는 대형사고의 방지를 할 수 있는 것은 물론, 지하시설물 시공시 시설물 주변 제3의 지점을 계측하여 해당 지점의 기반정보, 위치정보, 인근에 매설된 지하시설물의 정보 등을 2차원코드 또는 RFID 태그에 저장하여 지상지표에 설치하고, 휴대용 단말기에서도 손쉽게 읽어들일 수 있도록 하여 지하시설물의 위치를 검증할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템에 관한 것이다.The present invention relates to an underground facility management system, and more particularly, includes a plurality of underground indicators that include information on underground facilities and include ground indicators installed on the ground and information on underground facilities and are buried underground with the underground facilities. It is stored in information recognition means such as bar code, QR code, magnetic marker, RFID tag Wi-Fi device, and read by user terminal, so it is easy to access the homepage of the basement, location information, terrain information and attribute information of the underground facilities. Since the information of underground facilities is shared, it is possible to prevent the double accident of surveying the underground facilities every time of construction and to prevent large accidents caused by the construction without knowing the changed information. By measuring a point, base information, location information, and whether it is buried nearby It relates to an underground facility management system using information recognition means to verify the location of underground facilities by storing the information of the facilities in a 2D code or RFID tag, installing them on the ground indicators, and easily reading them from a portable terminal. .
가스관 폭발, 도시가스 폭발, 송유관 파열과 같은 자연재해 및 굴착, 복구 공사시 상 .하수도, 가스, 전력, 통신, 난방, 송유관등 지하에 매설된 특수 지하시설물의 안정성이 고려되고 정밀한 설계, 시공과 함께 지속적인 유지관리가 중요시되고 있다.Natural disasters such as gas pipe explosion, city gas explosion, oil pipe rupture, recovery, and restoration work take into consideration the stability of special underground facilities buried underground such as water, sewage, gas, power, communication, heating, oil pipes, etc. Together, ongoing maintenance is becoming important.
그러나 지하시설물은 그 종류가 다양하고, 매설상태가 획일화 되어있지 않으며, 복잡한 형태로 지하에 묻혀있기 때문에 외관상으로 확인, 점검 등의 신속한 안전관리가 미흡할 뿐만 아니라 적절한 시기에 매설물들을 교체, 보수하기가 곤란하여 예기치 못한 사고로 인하여 인적, 물적인 큰 손실을 가져올 수 있다.However, since underground facilities are various in type, they are not uniformly buried, and they are buried underground in a complex form. It is difficult to do so, and unexpected accidents can cause great loss of human and material.
지하시설물에 발생하는 사고를 미연에 방지하기 위해서는 지하시설물들을 체계적이고 종합적으로 관리할 수 있는 관리시스템이 필요하다. In order to prevent accidents occurring in underground facilities, a management system that can systematically and comprehensively manage underground facilities is required.
지하시설물을 관리하기 위해서는 우선 지하시설물이 놓이는 곳의 지형도와 종·횡단면도, 지하시설물 도면의 획득을 위한 측량이 선행되어야 한다. 특히 지하 시설물들에 의한 대형사고 및 다른 지하시설물의 시공에 있어서의 설계를 위해서는 지하시설물에 관련된 정보가 지형도상에 정확하게 표현되어야 한다.In order to manage the underground facilities, surveying for the acquisition of the topography, longitudinal and cross-sectional views, and the drawings of the underground facilities should be preceded. In particular, for the design of large-scale accidents and other underground facilities by underground facilities, information related to underground facilities must be accurately represented on the topographic map.
지하시설물의 설계시 고려되는 지하시설물로는 상하수도과, 한국전력선로, 한국통신선로, 도시가스관이 고려된다. 또한 지형도상에 기록되어져야 하는 지하시설물들의 속성들은 관의 재질, 관의 길이, 관의 직경, 관의 수, 관의 깊이, 관의 위치 등이다.Underground facilities considered in the design of underground facilities include water and sewage, Korea Electric Power Line, Korea Telecom Line, and city gas pipeline. Also, the properties of underground facilities to be recorded on the topographic map are the material of the pipe, the length of the pipe, the diameter of the pipe, the number of pipes, the depth of the pipe, and the location of the pipe.
지하시설물들의 정확한 위치 및 정보를 이용하여 GIS를 구축하므로써 지하시설물의 시공시 대형사고를 막을 수 있고, 사고가 발생햇을 경우 그 사고범위 및 위치를 파악할 수 있어 보다 효율적인 관리가 이루어질 수 있다.By constructing GIS using the exact location and information of underground facilities, large accidents can be prevented during construction of underground facilities, and in the event of an accident, the scope and location of the accident can be grasped so that more efficient management can be achieved.
지하 시설물 관리를 위한 지하시설물도 수치지도화와 지하시설물 관리시스템을 통해 상수도 관리, 하수도 관리, 관망해석, 상·하수도 도면 관리 및 출력, 상·하수도 시설물 통계, 거리 및 면적측정 기능/버퍼 존분석 등을 수행하는 상·하수도 유지관리시스템 등의 개발이 추진되고 있다.Water supply management, sewage management, pipe network analysis, water and sewage drawing management and output, water and sewage facility statistics, distance and area measurement function / buffer zone analysis through digital mapping and underground facility management system for underground facility management Development of a water and sewage maintenance management system for carrying out such projects is being promoted.
또한, 지하시설물의 설계 도면과 실제 시공위치 및 규격이 일치하는지의 여부를 알 수 없다. 따라서, 해당 위치를 직접 파서 보기 전까지는 확인이 불가능하다.In addition, it is not known whether the design drawings of the underground facilities and the actual construction location and specifications match. Therefore, it is impossible to check until the location is directly parsed.
또한, 댐 수로관이나 상수도관이 지반 부동 침하나 지표 하중에 의해 파손되는 경우가 발생되지만 이를 지상에서 쉽게 발견할 수 없었다. 따라서 현재에는 수시로 많은 인력과 장비를 투입하여 누수 탐지기 등으로 감시하는 번거로운 관리를 수행하고 있다.In addition, dam water pipes and water pipes may be damaged due to floating ground or ground loads, but they cannot be easily found on the ground. Therefore, nowadays, a lot of manpower and equipment are put in place to perform the cumbersome management of monitoring with a leak detector.
따라서 지하시설물의 정확한 위치 파악이 중요하지만 기존의 아날로그 방식의 탐지기법(음파탐지, 자기장탐지, 주파수 탐지 등)은 심도가 깊어질수록 오탐지율이 급격하게 높아지며 비용이 크게 상승하여 보안성에 심각한 문제점을 지니고 있다. 이를 해소하기 위하여 GPS 등의 측위기술을 이용한 디지털 방식의 탐지기법이 대두되고 있다. 그러나 이러한 디지털 기법은 아날로그 방법의 도움없이는 시공후 복토 이후에는 매설물의 위치를 물리적으로 검증할 수가 없다는 단점이 있다. 특히 지상 또는 지하의 상태가 변경된 경우(주로 지진과 같은 재난이 해당) 이를 검증할 수단이 필요하다.Therefore, it is important to accurately locate underground facilities, but the existing analogue detection methods (sound detection, magnetic field detection, frequency detection, etc.) increase the false detection rate as the depth gets deeper, and the cost increases significantly, thus causing serious problems in security. I have it. To solve this problem, digital detection techniques using positioning techniques such as GPS are emerging. However, this digital technique has a disadvantage in that it is not possible to physically verify the location of the buried material after the covering after construction without the aid of the analog method. In particular, where ground or underground conditions change (usually disasters such as earthquakes), there is a need for means to verify this.
이러한 정보들을 손쉽게 입력하고 확인할 수 있는 시스템에 대한 수요가 매우 크나 현재까지 이를 제대로 지원하는 경우가 없다. 또한, 이를 관리할 수 있는 시스템이 GPS등의 정보와 조합이 될 경우 해당 정보의 정확성 및 확장성은 크게 늘어날 수 있으므로, 상하수도를 비롯하여, 가스관, 송유관 등 지하시설물에 대해 종합적인 관리 시스템의 필요성이 절실히 요구되고 있다.There is a great demand for a system that can easily enter and verify this information, but to date it is not well supported. In addition, if the system that can manage this is combined with information such as GPS, the accuracy and scalability of the information can be greatly increased. Therefore, there is an urgent need for a comprehensive management system for underground facilities such as water and sewage, gas and oil pipelines. It is required.
본 발명의 목적은 지하시설물에 대한 통합 관리가 가능한 시스템을 구축함으로써 효과적이고 능동적인 지하시설물의 관리가 가능한 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.An object of the present invention is to provide an underground facility management system using an information recognition means capable of effective and active management of underground facilities by building a system capable of integrated management of underground facilities.
또한, 본 발명의 목적은 지하시설물이 매설된 지상에 지상지표를 설치하고 지하에 지하지표를 설치하여 지진, 산사태, 홍수 등과 같은 자연재해시 지하시설물의 위치이동을 탐지할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.In addition, an object of the present invention is to provide information recognition means for detecting the movement of the underground facilities during natural disasters such as earthquakes, landslides, floods by installing ground indicators on the ground where underground facilities are embedded It is to provide the underground facility management system used.
또한, 본 발명의 목적은 지하시설물의 관거제품에 설치된 바코드 또는 QR 코드 등과 같은 정보인식수단을 이용하여 위치정보와 속성정보를 얻고, 이를 시공할 때의 시공정보와 함께 데이터베이스에 저장함으로써 시공에 따라 발생하는 정보의 변경을 실시간으로 갱신하고 확인할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.In addition, an object of the present invention to obtain location information and attribute information by using information recognition means such as a barcode or QR code installed in the conduit product of underground facilities, and stored in a database along with the construction information when construction, according to the construction It is to provide an underground facility management system using information recognition means that can update and confirm the change of information generated in real time.
또한, 본 발명의 목적은 무선랜을 이용한 상대 좌표 측정 방법에 의해 상하수도 관거가 설치되는 위치의 정확한 위치를 산출할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.It is also an object of the present invention to provide an underground facility management system using information recognition means that can calculate the exact position of the location where the water and sewage conduits are installed by a relative coordinate measuring method using a wireless LAN.
또한, 본 발명은 지상에 비교대상이 되는 정보를 저장한 지표를 설치하고 이 지표를 이용하여 지하시설물의 위치를 검증할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.In addition, the present invention is to provide an underground facility management system using an information recognition means that can be installed on the ground to store the information to be compared to the target and to verify the location of the underground facility using the indicator.
또한, 본 발명은 지하시설물 시공시 시설물 주변 제3의 지점을 계측하여 해당 제 3의 지점의 기반정보, 위치정보, 인근에 매설된 지하시설물의 정보 등을 저장하고, 휴대용 단말기에서도 손쉽게 정보를 사용할 수 있으며 유지를 위해 별도의 조치가 필요없는 2차원 코드 또는 RFID와 같은 전자태그로 계측정보를 담은 지표를 설치하여 제3의 지점의 정보를 이용하여 지하시설물의 위치를 검증할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공함에 있다.In addition, the present invention measures the third point around the facility when construction of underground facilities, and stores the base information, location information, information of underground facilities buried nearby, etc., and easily use the information in the portable terminal Information recognition means that can verify the location of underground facilities by using the information of the third point by installing an indicator containing measurement information in a two-dimensional code or an electronic tag such as RFID that does not require additional measures for maintenance. To provide underground facility management system using
상기한 기술적 과제를 달성하기 위해 본 발명은, 다수 지점의 지상에 설치되고 상기 다수 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 포함하는 다수의 지상지표(10-1, 10-2, ..., 10-n)와; 이동 가능성이 없는 지점에 설치되는 다수의 기준점 지표(20-1, 20-2, ..., 20-n)와; 상기 다수의 지상지표(10-1, 10-2, ..., 10-n)와 다수의 기준점 지표(20-1, 20-2, ..., 20-n)에서 정보를 취득하여 상기 다수의 지상지표와 기준점 지표가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 위치정보를 파악하는 사용자 단말기(30)와; 상기 사용자 단말기(30)와 위치정보 서버(50) 사이에 통신을 제공하는 통신망(40)과; 상기 통신망(40)을 통하여 상기 사용자 단말기(30)에서 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 암호화 코드를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 정보를 해독하여 다시 상기 사용자 단말기(30)로 송신하는 위치정보 서버(50)로 구성되는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템을 제공한다. In order to achieve the above technical problem, the present invention, a plurality of ground indicators installed on the ground of a plurality of points, including the base information of the plurality of points, location information and information of the underground facility 200 buried nearby (10- 1, 10-2, ..., 10-n); A plurality of reference point indicators 20-1, 20-2, ..., 20-n installed at points where there is no possibility of movement; The information is obtained from the plurality of ground indicators 10-1, 10-2, ..., 10-n and the plurality of reference point indicators 20-1, 20-2, ..., 20-n. A user terminal 30 which grasps the base information, the location information, and the location information of the underground facility 200 buried nearby, where a plurality of ground indicators and reference point indicators are installed; A communication network 40 providing communication between the user terminal 30 and the location information server 50; The plurality of ground indicators 10-1, 10-2,..., 10-n and encryption codes included in the reference point indicator 20 are received by the user terminal 30 through the communication network 40. It consists of a location information server 50 to decode the information contained in the ground indicators (10-1, 10-2, ... 10-n) and the reference point indicator 20 and transmits the information back to the user terminal (30) Provides an underground facility management system using information recognition means characterized in that.
여기서, 상기 지상지표(10)에 폴대(11a)를 세워 마커(11)를 설치하고, 상기 지상지표(10)에 근접하는 기준점 지표(20)에서 사용자 단말기(30)의 카메라로 마커(11)를 촬영하여 촬영된 마커(11)의 크기를 토대로 비례식을 이용하여 지상지표(10)와 기준점 지표(20) 사이의 거리를 계산하고, 두 지점간의 각도를 계산하여 방향을 구하도록 구성할 수 있다. Here, the pole 11a is placed on the ground indicator 10 to install the marker 11, and the marker 11 is a camera of the user terminal 30 at the reference point indicator 20 adjacent to the ground indicator 10. The distance between the ground indicator 10 and the reference point indicator 20 can be calculated by using a proportional equation based on the size of the marker 11 photographed by photographing, and the direction can be obtained by calculating the angle between the two points. .
여기서, 상기 기준점 지표(20-1, 20-2, ..., 20-n)는 상기 다수의 지상지표(10-1, 10-2, ..., 10-n)에 포함된 지하시설물(200)의 정보를 포함하고 상기 지하시설물(200)과 함께 지하에 매설되는 다수의 지하지표(20-1, 20-2, ..., 20-n)이며, 상기 사용자 단말기(30)는, 상기 지하시설물(200)의 정보가 필요한 경우, 지하시설물(200) 관련 정보를 포함하는 상기 지상지표를 인식하는 것에 의하여 정보를 얻을 수 있으며, 상기 지상지표 및 지하지표를 필요에 따라 인식하고, 인식한 시점의 지상지표와 지하지표의 위치정보를 상기 위치정보 서버(50)로 전송하며, 상기 위치정보 서버(50)는 상기 사용자 단말기(30)로부터 전송된 상기 지상지표와 지하지표의 위치정보를 이용하여 상기 지상지표와 지하지표의 위치변화를 탐지하도록 구성할 수 있다. Here, the reference point indicators 20-1, 20-2, ..., 20-n are underground facilities included in the plurality of ground indicators 10-1, 10-2, ..., 10-n. A plurality of underground tables 20-1, 20-2,..., 20-n embedded in the basement with the underground facilities 200, including the information of 200, and the user terminal 30 is When information of the underground facility 200 is needed, information may be obtained by recognizing the ground indicator including the underground facility 200 related information, and the ground indicator and the underground indicator may be recognized as needed. The location information of the ground indicator and the ground indicator at the time of recognition is transmitted to the location information server 50, and the location information server 50 transmits the location information of the ground indicator and the ground indicator transmitted from the user terminal 30. By using it can be configured to detect the change in the position of the ground indicator and the ground indicator.
여기서, 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200)을 시공하는 때에 지하시설물 주변 지점을 계측하여 그 지점의 기반정보, 위치정보, 지형정보와 상기 지하시설물의 속성정보를 저장한 코드이거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 장치일 수 있다. Here, the plurality of ground indicators (10-1, 10-2, ... 10-n) and reference point indicators or underground indicators (20-1, 20-2, ..., 20-n) are underground facilities ( When constructing 200), it is a code storing the base information, location information, topographic information, and attribute information of the underground facilities by measuring the points around the underground facilities, or electronic tags such as NFC-based RFID, and wireless LAN-based RTLS. Tag, can be a Wi-Fi device.
여기서, 상기 사용자 단말기(30)는 일반전화기, 스마트폰, PDA , 타블렛 PC 이며, 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)에 표시된 정보를 포함한 코드 또는 정보를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 파악하고 통신망(40)을 통해 위치정보 서버(50)에 제공하도록 구성할 수 있다. Here, the user terminal 30 is a general telephone, smart phone, PDA, tablet PC, the plurality of ground indicators (10-1, 10-2, ... 10-n) and a plurality of reference point indicators or ground indicators Receiving a code or information including the information shown in (20-1, 20-2, ..., 20-n) and receiving the plurality of ground indicators (10-1, 10-2, ... 10-n) Understand the base information, location information, and the information of underground facilities 200 buried nearby, where a plurality of reference point indicators or underground tables 20-1, 20-2, ..., 20-n are installed. 40 may be provided to the location information server 50 through.
여기서, 상기 다수의 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200) 자체에 표시되거나 지하시설물(200)을 시공하는 때에 지하시설물(200)에 부착되거나 지하시설물 주변에 함께 지하에 매설되도록 할 수 있다. Here, the plurality of underground tables 20-1, 20-2, ..., 20-n are displayed on the underground facility 200 itself or attached to the underground facility 200 when the underground facility 200 is constructed. Or be buried underground together around the underground facilities.
여기서, 상기 사용자 단말기(30)는 상기 다수의 지상지표 중에서 선택된 3개의 지상지표들에 의해 형성되는 삼각면(71) 또는 상기 다수의 지상지표 중에서 선택된 2개의 지상지표와 상기 다수의 기준지표 중에서 선택된 1개의 기준점 지표(20)가 이루는 삼각면(72)에 들어오는 지하시설들은 정상위치로 확인하도록 구성할 수 있다. Here, the user terminal 30 is selected from a triangular plane 71 formed by three ground indicators selected from the plurality of ground indicators or two ground indicators selected from the plurality of ground indicators and the plurality of reference indicators. Underground facilities entering the triangular surface 72 formed by one reference point indicator 20 can be configured to check the normal position.
여기서, 사용자 단말기(30)에 내장된 전자나침반과 자이로미터를 이용하여 방향을 구하도록 구성할 수 있다. Here, the electronic compass and the gyrometer built in the user terminal 30 can be configured to obtain a direction.
여기서, 상기 사용자 단말기(30)의 카메라를 이용하여 지상지표(10)와 기준점 지표(20) 사이의 거리를 계산시에 측정된 거리별 허용오차 범위를 계산하여 반영하고, 허용오차는 카메라의 성능에 따라 차이가 발생하므로 실험을 통해 허용오차를 측정하도록 구성할 수 있다. Here, the distance between the ground indicator 10 and the reference point indicator 20 is calculated by using the camera of the user terminal 30 to calculate and reflect the tolerance range for each measured distance, and the tolerance is the performance of the camera. Because the difference occurs depending on the experiment can be configured to measure the tolerance.
여기서, 상기 지상지표(10)의 절대좌표가 상기 사용자 단말기(30)로 측정한 위치좌표 또는 수동측량, 측량기 이용, 정밀 GPS계측 등으로 측정한 위치좌표의 허용오차 범위 내에 있는 경우 상기 지상지표(10)의 위치정보는 사용자 단말기(30)의 저장공간에 저장하여 또 다른 기준점으로 사용하도록 구성할 수 있다. Here, when the absolute coordinate of the ground indicator 10 is within the tolerance range of the position coordinate measured by the user terminal 30 or the position coordinate measured by manual surveying, instrumentation, precision GPS measurement, or the like. The location information of 10) may be stored in the storage space of the user terminal 30 and used as another reference point.
여기서, 상기 기준점 지표(20)를 통해 상대위치가 검증된 지상지표(10)들은 새로운 기준점으로 사용하고, 상기 검증된 지상지표(10)를 기준점 지표(20)로 이용하여 또다른 측정점의 지상지표(10)들을 검증하면서 측정을 이어나가도록 구성할 수 있다. Here, the ground indicators 10 whose relative positions have been verified through the reference point indicator 20 are used as new reference points, and the ground indicators of another measurement point using the verified ground indicator 10 as the reference point indicator 20. You can configure to continue the measurement while verifying (10).
여기서, 상기 기준점 지표(20)를 통해 상대위치가 검증된 3개의 지상지표(10)들을 연결하는 3개의 벡터 중 2개 이상이 정확한 것으로 확인되었을 경우에만 상기 3개의 지상지표(10)로 이루어진 영역만을 검증된 영역으로 판정하도록 구성할 수 있다. Here, the area consisting of the three ground indicators 10 only when two or more of the three vectors connecting the three ground indicators 10 whose relative positions have been verified through the reference point indicator 20 are found to be correct. Only bays can be configured to be verified regions.
본 발명에 따르면, 지하시설물에 대한 통합 관리가 가능한 시스템을 구축함으로써 효과적이고 능동적인 지하시설물의 관리가 가능한 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다.According to the present invention, it is possible to provide an underground facility management system using an information recognition means capable of effective and active management of underground facilities by building a system capable of integrated management of underground facilities.
또한, 지하시설물이 매설된 지상에 지상지표를 설치하고 지하에 지하지표를 설치하여 지진, 산사태, 홍수 등과 같은 자연재해시 지하시설물의 위치이동을 탐지할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다.In addition, the underground facility management system using information recognition means to detect the movement of underground facilities during natural disasters such as earthquakes, landslides and floods by installing ground indicators on the ground where underground facilities are buried and underground indicators underground. Can be provided.
또한, 지하시설물의 관거제품에 설치된 바코드 또는 QR 코드 등과 같은 정보인식수단을 이용하여 위치정보와 속성정보를 얻고, 이를 시공할 때의 시공정보와 함께 데이터베이스에 저장함으로써 시공에 따라 발생하는 정보의 변경을 실시간으로 갱신하고 확인할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다.In addition, by using the information recognition means such as barcode or QR code installed in the conduit of underground facilities, obtain the location information and attribute information, and change the information generated by the construction by storing it in the database along with the construction information when construction It can provide an underground facility management system using information recognition means that can be updated and confirmed in real time.
또한, 무선랜을 이용한 상대 좌표 측정 방법에 의해 상하수도 관거가 설치되는 위치의 정확한 위치를 산출할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다.In addition, it is possible to provide an underground facility management system using information recognition means that can calculate the exact position of the location where the water and sewage conduits are installed by a relative coordinate measuring method using a wireless LAN.
또한, 지상에 비교대상이 되는 정보를 저장한 지표를 설치하고 이 지표를 이용하여 지하시설물의 위치를 검증할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다.In addition, it is possible to provide an underground facility management system using an information recognition means that can be installed on the ground to store the information to be compared and to verify the location of the underground facility using this indicator.
또한, 지하시설물 시공시 시설물 주변 제3의 지점을 계측하여 해당 제 3의 지점의 기반정보, 위치정보, 인근에 매설된 지하시설물의 정보 등을 저장하고, 휴대용 단말기에서도 손쉽게 정보를 사용할 수 있으며 유지를 위해 별도의 조치가 필요없는 2차원 코드 또는 RFID와 같은 전자태그로 계측정보를 담은 지표를 설치하여 제3의 지점의 정보를 이용하여 지하시설물의 위치를 검증할 수 있는 정보인식수단을 이용한 지하시설물 관리시스템을 제공할 수 있다. In addition, by measuring the third point around the facility when constructing underground facilities, it stores base information, location information, and information of underground facilities buried nearby, and can easily use the information in portable terminals. Underground using information recognition means that can verify the location of underground facilities by using the information of the third point by installing indicators containing the measurement information in electronic tags such as two-dimensional code or RFID that do not require additional measures Facility management systems can be provided.
도 1은 본 발명에 의한 정보인식수단을 이용한 지하시설물 관리시스템의 구성을 나타내는 블럭도,1 is a block diagram showing the configuration of an underground facility management system using information recognition means according to the present invention;
도 2는 본 발명에 의해 지하시설물이 매설된 지점에 지상지표와 지하지표를 설치한 실시예,2 is an embodiment in which the ground indicator and the ground indicator are installed at a point where underground facilities are buried according to the present invention;
도 3은 본 발명에 따른 다른 실시예의 정보인식수단을 이용한 지하시설물 관리시스템의 구성을 나타내는 블럭도,Figure 3 is a block diagram showing the configuration of the underground facility management system using the information recognition means of another embodiment according to the present invention,
도 4는 본 발명의 실시예에 따른 정보인식수단을 이용한 지하시설물 관리절차를 나타내는 흐름,.4 is a flow showing an underground facility management procedure using information recognition means according to an embodiment of the present invention.
도 5는 본 발명의 다른 실시예에 따른 서비스 서버의 세부 구성을 나타내는 불럭도,5 is a block diagram showing a detailed configuration of a service server according to another embodiment of the present invention;
도 6은 본 발명의 실시예에 따른 무선랜을 이용한 정밀 측량 예를 나타내는 도면,6 is a view showing an example of precision survey using a wireless LAN according to an embodiment of the present invention;
도 7은 본 발명의 실시예에 따른 무선랜을 이용한 정밀 좌표 산출 절차를 나타내는 흐름도이다.7 is a flowchart illustrating a procedure of calculating precision coordinates using a WLAN according to an embodiment of the present invention.
도 8은 본 발명에 의해 제3의 위치에 설치된 지상지표를 토대로 지하시설물의 위치를 판단하는 실시예,8 is an embodiment of determining the location of an underground facility based on ground indicators installed at a third location according to the present invention;
도 9a 내지 도 9c는 본 발명에 의한 지상지표에 대해 스마트폰의 카메라를 이용하여 정상여부를 확인하는 방법,9a to 9c is a method for checking whether the ground indicator according to the present invention using a smartphone camera,
도 10는 본 발명에 의해 정상으로 판정된 지상지표를 기준점으로 추가하여 다른 지상지표의 위치정보를 검증하는 실시예,10 is an embodiment of verifying the position information of another ground indicator by adding the ground indicator determined as normal by the present invention as a reference point,
도 11a 내지 도 11e는 본 발명에 의한 지상지표에 의해 확인하고자 하는 영역에 매설된 지하시설물의 위치에 대해 정상여부를 확인하는 검증방법이다.11a to 11e is a verification method for checking whether or not the normal position of the underground facilities buried in the area to be confirmed by the ground indicator according to the present invention.
이하 본 발명의 바람직한 실시 예에 따른 상세한 설명을 첨부된 도면들을 참조하여 설명한다. 그러나 본 발명은 이하에서 개시되는 실시예에 한정되는 것이 아니라 서로 다른 다양한 형태로 구현될 수 있으며, 단지 본 실시예는 본 발명의 개시가 완전하도록 하며 통상의 지식을 가진자에게 발명의 범주를 완전하게 알려주기 위해 제공되는 것이다. 따라서, 본 명세서에 기재된 실시예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시예에 불과할 뿐이고 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 출원시점에 있어서 이들을 대체할 수 있는 다양한 균등물과 변형예들이 있을 수 있음을 이해하여야 한다.DETAILED DESCRIPTION Hereinafter, a detailed description of a preferred embodiment of the present invention will be described with reference to the accompanying drawings. However, the present invention is not limited to the embodiments disclosed below, but can be implemented in various different forms, only the embodiments to complete the disclosure of the present invention and complete the scope of the invention to those skilled in the art. It is provided to inform you. Therefore, the embodiments described in the specification and the drawings shown in the drawings are only the most preferred embodiment of the present invention and do not represent all of the technical idea of the present invention, various modifications that can be replaced at the time of the present application It should be understood that there may be equivalents and variations.
도 1에 본 발명에 의한 정보인식수단을 이용한 지하시설물 관리시스템의 구성을 나타내는 블럭도가 도시된다.1 is a block diagram showing the configuration of an underground facility management system using information recognition means according to the present invention.
본 발명에 의한 정보인식수단을 이용한 지하시설물 관리시스템은 자리 이동이 거의 발생하지 않는 다수 지점의 지상에 설치되고 상기 다수 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 포함하는 다수의 지상지표(10-1, 10-2, ..., 10-n)와; 준공검사 또는 유지보수시 위치가 변동되지 않은 기준점에 설치되는 다수의 기준점 지표(20-1, 20-2, ..., 20-n)와; 상기 다수의 지상지표(10-1, 10-2, ..., 10-n)와 다수의 기준점 지표(20-1, 20-2, ..., 20-n)에서 정보를 취득하여 상기 다수의 지상지표와 기준점 지표가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(100)의 위치정보를 파악하는 사용자 단말기(30)와; 상기 사용자 단말기(30)와 위치정보 서버(50) 사이에 통신을 제공하는 통신망(40)과; 상기 통신망(40)을 통하여 상기 사용자 단말기(30)에서 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 암호화 코드를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 정보를 해독하여 다시 상기 사용자 단말기(30)로 송신하는 위치정보 서버(50)로 구성된다.The underground facility management system using the information recognition means according to the present invention is installed on the ground of a plurality of points where the movement of the seat rarely occurs, and the base information, the location information of the multiple points and the information of the underground facilities 200 buried nearby. A plurality of ground indicators (10-1, 10-2, ..., 10-n), including; A plurality of reference point indicators 20-1, 20-2, ..., 20-n which are installed at reference points whose positions do not change during completion inspection or maintenance; The information is obtained from the plurality of ground indicators 10-1, 10-2, ..., 10-n and the plurality of reference point indicators 20-1, 20-2, ..., 20-n. A user terminal 30 which grasps the base information, the location information, and the location information of the underground facility 100 buried nearby, on which the ground indicators and the reference point indicators are installed; A communication network 40 providing communication between the user terminal 30 and the location information server 50; The plurality of ground indicators 10-1, 10-2,..., 10-n and encryption codes included in the reference point indicator 20 are received by the user terminal 30 through the communication network 40. It consists of a location information server 50 to decode the information contained in the ground indicators (10-1, 10-2, ... 10-n) and the reference point indicator 20 and transmits the information back to the user terminal (30) do.
설명안된 부호 60은 국가지리정보원의 서버이며, 위치정보 서버(50)가 요청하는 지역의 지리정보를 제공한다. 지상지표와 기준점 지표의 부호는 특별히 구분할 필요가 없는 때에는 대표번호 10과 20을 사용하여 표시한다. Unexplained code 60 is a server of the National Geographic Information Institute, and provides geographic information of the area requested by the location information server 50. The marks of the ground indicators and the control point indicators are indicated using the representative numbers 10 and 20 when they do not need to be distinguished.
본 발명에 의한 다수의 지상지표(10-1, 10-2, ...10-n)에는 지하시설물을 시공하는 때에 지하시설물 주변 제3의 지점을 계측하여 그 지점의 기반정보, 위치정보와 상기 지하시설물의 정보를 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)에 저장하거나 NFC 기반의 RFID와 같은 전자태그 등에 저장한다.A plurality of ground indicators (10-1, 10-2, ... 10-n) according to the present invention measures the third point around the underground facilities when constructing underground facilities, and the base information, location information and The information of the underground facility is stored in a code (for example, a barcode, a two-dimensional code including a QR code, etc.) or an electronic tag such as NFC-based RFID.
이때 상기 계측된 지상지표(10-1, 10-2, ...10-n)의 기반정보, 위치정보와 상기 지하시설물의 정보는 암호화하여 일반적 수단으로는 알수 없도록 하여 저장하도록 한다.At this time, the base information, the location information of the measured ground indicators (10-1, 10-2, ... 10-n) and the information of the underground facilities are encrypted and stored so that it cannot be known by general means.
해당 지상지표의 지점은 사람의 눈에 잘 띄며 이동이 적은 곳, 예를 들면 표지판, 전신주, 석재 매설지표, 지표못 등이 이에 해당된다, 제수면.맨홀과 같이 지하시설물의 위치를 즉시 알 수 있는 지점은 해당되지 않는다.Points on the ground surface are prominent and less visible, such as signs, telegraph poles, stone burials, and surface ponds. This is not the case.
또한 이동 가능성이 거의 없는 지점, 예를 들면 공공기관, 랜드마크급 대형건축물, 특수시설물, 국가지리정보원 기준점 설치지점 등은 지하시설물과 상관없이 지상에 기준점 지표(20)를 설치하고 위치정보를 계측하여 상기 계측된 정보를 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)에 저장하거나 NFC 기반의 RFID와 같은 전자태그 등에 저장한다.In addition, the point where there is little possibility of movement, for example, public institutions, landmark-scale large buildings, special facilities, and the National Geographic Information Institute reference point installation point, installs reference point indicators 20 on the ground and measures location information regardless of underground facilities. The measured information is stored in a code (for example, a barcode, a two-dimensional code including a QR code, etc.) or an electronic tag such as NFC-based RFID.
마찬가지로 상기 계측된 기준점 지표(20-1, 20-2, ...20-n)의 기반정보, 위치정보와 상기 지하시설물의 정보는 암호화하여 일반적 수단으로는 알수 없도록 하여 저장한다.Similarly, the base information, the location information and the information of the underground facilities of the measured reference point indicators 20-1, 20-2, ... 20-n are encrypted and stored so that they cannot be known by general means.
한편, 상기 기준점 지표(20-1, 20-2, ..., 20-n)는 상기 다수의 지상지표(10-1, 10-2, ..., 10-n)에 포함된 지하시설물(200)의 정보를 포함하고 상기 지하시설물(200)과 함께 지하에 매설되는 다수의 지하지표(20-1, 20-2, ..., 20-n)가 될 수 있으며, 이러한 경우, 상기 사용자 단말기(30)는, 상기 지하시설물(200)의 정보가 필요한 경우, 지하시설물(200) 관련 정보를 포함하는 상기 지상지표를 인식하는 것에 의하여 정보를 얻을 수 있으며, 상기 지상지표 및 지하지표를 필요에 따라 인식하고, 인식한 시점의 지상지표와 지하지표의 위치정보를 상기 위치정보 서버(50)로 전송하며, 상기 위치정보 서버(50)는 상기 사용자 단말기(30)로부터 전송된 상기 지상지표와 지하지표의 위치정보를 이용하여 상기 지상지표와 지하지표의 위치변화를 탐지할 수 있다. Meanwhile, the reference point indicators 20-1, 20-2, ..., 20-n are underground facilities included in the plurality of ground indicators 10-1, 10-2, ..., 10-n. It may be a number of underground signs (20-1, 20-2, ..., 20-n) including the information of 200 and buried underground with the underground facility 200, in this case, When the user terminal 30 needs the information of the underground facility 200, the user terminal 30 may obtain information by recognizing the ground indicator including the underground facility 200 related information. Recognizes as necessary, and transmits the location information of the ground indicator and the ground indicator at the time of recognition to the location information server 50, the location information server 50 is the ground indicator transmitted from the user terminal 30 The location information of the ground indicator and the ground indicator can be detected by using the location information of the ground indicator.
또한, 본 발명에 의한 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)는 지하시설물(200)의 일종인 관거제품의 생산시에 관거제품에 표시되거나 코드 인쇄물을 부착하여 생산할 수 있다.In addition, the code (for example, a bar code, a two-dimensional code including a QR code, etc.) according to the present invention may be produced by attaching a code printed matter or displayed on a conduit product at the time of production of a conduit product, which is a kind of the underground facility 200. have.
그러므로 사용자가 본 발명에 의한 코드를 자신이 사용하고 있는 사용자 단말기(30)(예, 스마트폰, 태블릿 PC 등)로 읽어들여 인터넷 또는 무선랜(Wireless LAN)을 통해 지하시설물(200)의 관거제품에 관련된 홈페이지에 접속하여 손쉽게 지하시설물(200)의 기반정보, 위치정보, 지형정보와 상기 지하시설물의 속성정보를 알 수 있으므로 지하시설물(200)의 정보가 공유되어 시공시마다 지하시설물을 조사하는 이중작업과 변경된 정보를 알지 못하고 시공하다 발생하는 대형사고의 방지를 할 수 있으므로 경제적인 면에서 가장 저렴하다.Therefore, the user reads the code according to the present invention to the user terminal 30 (eg, smart phone, tablet PC, etc.) he is using, the conduit product of the underground facility 200 through the Internet or a wireless LAN. The base information, location information, topographical information and the attribute information of the underground facilities can be easily accessed by accessing the homepage related to the underground facilities 200, so that the information of the underground facilities 200 is shared and the underground facilities are surveyed every time they are constructed. It is the cheapest in terms of economics because it can prevent large accidents caused by construction without knowing work and changed information.
현재까지 나와있는 모든 관거제품을 인식하는 수단은 특별한 기능(주파수 발생, 혹은 자기력 발생)을 발생해야 하므로 원가적인 측면에서 본 발명에 의한 코드방식보다 상당히 고가이고 장치가 복잡하여 고장이 발생할 수 있다.Means for recognizing all conduit products to date have to generate a special function (frequency generation, or magnetic force generation) in terms of cost is considerably more expensive than the code method according to the present invention, the device is complicated and can cause a failure.
그러므로, 지하에 매설하게 되는 경우 수명이 짧아지거나 침수등으로 인하여 변질되거나 형질이 변경되고 고장이 발생될 소지가 많다. 본 발명에 의한 코드 방식은 인쇄방식이라서 가장 저렴하고 가장 오래 사용할 수 있고, 고장이 발생하지 않아 반영구적이다. Therefore, when buried underground, lifespan is shortened or deteriorated due to flooding, traits are changed, and there is a possibility of failure. Code method according to the present invention is the printing method is the cheapest and the longest use, it is semi-permanent because no failure occurs.
본 발명에 의한 사용자 단말기(30)는 일반전화기, 스마트폰, PDA , 타블렛 PC 등 널리 보급된 휴대용 단말기가 사용될 수 있으며, 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 지하지표(20-1, 20-2, ..., 20-n)에 표시된 정보를 포함한 코드(예, QR코드 등) 또는 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 장치 등에서 정보를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 지하지표(20-1, 20-2, ..., 20-n)가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 파악하고 통신망(40)을 통해 위치정보 서버(50)에 제공한다.The user terminal 30 according to the present invention may be a widely used portable terminal such as a general telephone, a smart phone, a PDA, a tablet PC, and the plurality of ground indicators 10-1, 10-2, ... n) and codes containing information shown in a number of underground tables (20-1, 20-2, ..., 20-n) (e.g. QR codes, etc.) or electronic tags such as NFC-based RFID, WLAN-based Receive information from the RTLS tag, Wi-Fi device, etc. of the plurality of ground indicators (10-1, 10-2, ... 10-n) and a plurality of underground indicators (20-1, 20-2, ..., 20-n) grasps the base information, the location information and the information of the underground facilities 200 buried nearby, and provides the location information server 50 through the communication network 40.
도 2에 본 발명에 의해 지하시설물이 매설된 지점에 지상지표와 지하지표를 설치한 실시예가 도시된다.2 illustrates an embodiment in which ground indicators and underground indicators are installed at a point where underground facilities are buried by the present invention.
본 발명에 의해 지상지표(10)는 지하시설(200)이 매설된 지상에 설치된 거의 모든 지점에 사용될 수 있으며, 도시된 바와 같이 대형건축물(21), 석재고정지표(12), 교통 표지판(13), 교통 신호등(14), 측량기준점으로 설치된 지표못(22) 및 관공서 건물(23) 등의 위치정보를 계측하고 그 계측된 정보를 표시하는 QR코드(12a, 13a, 14a, 21a, 22a, 23a)를 본 발명에 의한 지상지표(10)로서 사람의 눈에 잘 띄며 이동이 적은 곳에 표시한다.According to the present invention, the ground indicator 10 may be used at almost any point installed on the ground where the underground facility 200 is buried, and as shown, a large building 21, a stone fixing indicator 12, and a traffic sign 13 ), QR codes 12a, 13a, 14a, 21a, 22a for measuring the position information of the traffic light 14, the index pond 22 installed as a survey reference point, and the public office building 23, and displaying the measured information. 23a) is displayed on the ground indicator 10 according to the present invention in a place where the movement is prominent and less visible.
본 발명에 의한 다수의 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200) (예를 들면, 관거 등) 자체에 표시되거나 지하시설물(200)을 시공하는 때에 지하시설물(200)에 부착되거나 지하시설물 주변에 함께 지하에 매설될 수 있다. Many of the underground tables 20-1, 20-2, ..., 20-n according to the present invention are displayed on the underground facilities 200 (eg, conduits, etc.) or construct the underground facilities 200. When attached to the underground facilities 200 or may be buried underground together around the underground facilities.
또한 다수의 지하지표(20-1, 20-2, ..., 20-n)는 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그 등을 포함하는 지중표시기, 와이파이 장치 등일 수 있다.In addition, the plurality of underground tables 20-1, 20-2,..., 20-n may be an electronic tag such as NFC-based RFID, a underground indicator including a wireless LAN-based RTLS tag, a Wi-Fi device, or the like. .
여기서, 지중표시기의 경우, 안테나와 같은 부분은 일부 지상에 노출되고, 태그가 포함된 몸체와 같이 고정을 위한 부분은 땅속에 박혀 고정될 수 있다. 이러한 전자태그를 포함하는 지중표시기에 대해서는 대한민국공개특허 제10-2007-0078826호에 공개된 지중표시기가 대표적이다. Here, in the case of the underground indicator, a part such as an antenna is exposed to some ground, and a part for fixing such as a body including a tag may be fixed by being embedded in the ground. As for the underground indicator including the electronic tag, the underground indicator disclosed in Korean Patent Publication No. 10-2007-0078826 is representative.
다수의 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200)의 정보를 포함하는 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)이거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 장치같은 주파수 발생장치 등일 수 있다.The plurality of underground tables 20-1, 20-2,..., 20-n are codes (eg, barcodes, two-dimensional codes including QR codes, etc.) containing information of the underground facility 200. Electronic tags such as NFC-based RFID, RTLS tags based on WLAN, frequency generators such as Wi-Fi devices, and the like.
다수의 지하지표(20-1, 20-2, ..., 20-n)는 통상의 경우에 직선으로 연결되고 맨홀이 잘되어 있을 때는, 2차원바코드 방식으로 표시를 하고, 갑작스럽게 지하에서 변곡점이 생기거나 구부러지는데 맨홀이나 지상에 표시한 것만으로는 부족한 장소에서는, 주파수발생장치로서 WIFI를 발생하는 송신기의 신호 발생장치나 블루투수 송신기, NFC 송신기를 설치한다.Many underground tables (20-1, 20-2, ..., 20-n) are connected in a straight line in the usual case and when the manhole is well displayed, two-dimensional bar code method is used. In places where the inflection point is created or bent but not enough to be marked on the manhole or on the ground, install a signal generator, a blue pitch transmitter, or an NFC transmitter of a transmitter that generates WIFI as a frequency generator.
또한 지상에 2차원바코드를 붙이고 지하에는 동일한 위치에 주파수발생 장치(와이파이), 블루투스 장치, NFC 장치 등을 붙여놓음으로써, 예를 들어서 지진이 발생했을 때 지하지표(20)는 왼쪽으로 이동되었고, 지상에 부착된 지상지표(10)이 2차원바코드는 오른쪽으로 이동되었다면, 상기 2가지의 편차를 보면 얼마나 지상과 지하가 따로 움직였는지 알 수있도록 하여 지하 시설물의 이동탐지도 가능하다.In addition, by attaching a two-dimensional bar code on the ground and a frequency generator (Wi-Fi), Bluetooth device, NFC device, etc. in the same position in the basement, for example, when the earthquake occurs, the underground table 20 is moved to the left, If the ground indicator 10 attached to the ground is moved to the right of the two-dimensional bar code, by looking at the two deviations it is possible to detect how the ground and underground moved separately, it is possible to detect the movement of underground facilities.
상기 계측된 지상지표(10-1, 10-2, ...10-n)와 지하지표(20-1, 20-2, ..., 20-n)에 포함되는 기반정보, 위치정보와 상기 지하시설물의 속성정보는 암호화하여 일반적 수단으로는 알 수 없도록 하여 저장하도록 한다.The base information and the location information included in the measured ground indicators (10-1, 10-2, ... 10-n) and underground signs (20-1, 20-2, ..., 20-n); The attribute information of the underground facilities is encrypted and stored so that it cannot be known by general means.
여기서 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 주파수발생 장치(와이파이), 블루투스 장치 등은 외부로부터 신호가 입력되는 경우에만 신호를 송신하도록 설계하여 전원이 없더라도 또는 밧데리와 함께 사용함으로써 수명을 4년 이상 또는 반영구적으로 사용할 수 있다.Here, electronic tags such as NFC-based RFID, RTLS tags based on wireless LAN, frequency generators (Wi-Fi), Bluetooth devices, etc., are designed to transmit signals only when signals are input from the outside, so they can be used without a power source or with a battery. This can be used for more than four years or semi-permanent.
현재까지 나와있는 모든 다른 측정방식은 반듯이 전용장비를 사용해서 탐지(자기마커탐지, RFID탐지, 주파수탐지)를 했었으나, 본 발명에 의한 사용자 단말기(30, 110)는 무선통신이 가능한 일반적인 무선통신장치(예를들면, 스마트폰과 타블랫PC 등)를 사용할 수 있으며, 전용장비가 아닌 일반장비(일반인들이 가지고 있는 스마트폰과 타블랫 PC(예, 아이패드) 등)로 파이프관거에 부착된 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)를 읽어들이거나 또는 전자태그, 와이파이장치 등으로부터 정보를 포함하는 신호를 수신하여 관거의 측정장비로 사용할 수 있다.All other measurement methods described up to now have been detected (dedicated magnetic marker detection, RFID detection, frequency detection) using dedicated equipment, but the user terminal 30, 110 according to the present invention is a general wireless communication device capable of wireless communication. (E.g. smartphones and tablet PCs) can be used, and cords attached to pipe conduits with general equipment (such as smartphones and tablet PCs (e.g. iPads) owned by the general public), not dedicated equipment (For example, a two-dimensional code including a barcode, a QR code, etc.) or a signal including information from an electronic tag, a Wi-Fi device, etc. can be used as a measurement device of the conduit.
도 3에 본 발명에 따른 다른 실시예의 정보인식수단을 이용한 지하시설물 관리시스템의 구성을 나타내는 블럭도가 도시된다.3 is a block diagram showing the configuration of an underground facility management system using information recognition means according to another embodiment of the present invention.
도 3을 참조하면, 본 발명에 따른 관거종합 관리시스템은 서비스 서버(100), 사용자 단말기(110), 네트워크(120), 관리자 단말기(130), 코드 식별대상(140) 및 정보인식수단(150) 등으로 구성될 수 있다. 상기 서비스 서버(100)는 통합 관리 서버(101), 인증 서버(102), 데이터베이스 서버(103) 등을 포함하여 구성된다.Referring to FIG. 3, the conduit management system according to the present invention includes a service server 100, a user terminal 110, a network 120, an administrator terminal 130, a code identification object 140, and an information recognition means 150. ) And the like. The service server 100 includes an integrated management server 101, an authentication server 102, a database server 103, and the like.
여기서 정보인식수단(150)은 지하시설물의 정보를 포함하는 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)이거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS(Real Time Location System) 태그, 와이파이 주파수 발생장치 등일 수 있다.Here, the information recognition means 150 is a code (for example, a bar code, a two-dimensional code including a QR code, etc.) including information of an underground facility, an electronic tag such as an NFC-based RFID, a wireless LAN-based RTLS (Real Time). Location System) tag, Wi-Fi frequency generator, and the like.
먼저, 코드 식별대상(140)(예를 들면, 관거) 제품 생산시 부여되는 제품의 일련번호 및 제품정보 등을 데이터베이스 서버(103)에 저장하고, 통합관리서버(101)에서는 상기 저장된 정보와 지하시설물의 정보를 포함하는 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)를 생성하여 정보인식수단(150)으로 사용하거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS(Real Time Location System) 태그, 와이파이 주파수 발생장치 등을 이용하여 지하시설물의 정보를 저장하는 정보인식수단(150)으로 사용할 수 있다. First, the code identification object 140 (eg, conduit) stores the serial number and product information, etc., of the product given in the production of the product in the database server 103, and the integrated management server 101 stores the stored information and the basement. Generate a code (for example, a bar code, a two-dimensional code including a QR code, etc.) containing the information of the facility to use as information recognition means 150 or an electronic tag such as NFC-based RFID, RTLS based on wireless LAN ( Real Time Location System) tag, the Wi-Fi frequency generator can be used as information recognition means 150 for storing information of underground facilities.
또한 상기 코드와 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 주파수 발생장치 등의 조합을 함께 사용할 수도 있다.In addition, a combination of the code and an electronic tag such as NFC-based RFID, a wireless LAN-based RTLS tag, and a WiFi frequency generator may be used together.
상기 생성된 정보인식수단(150)은 해당 코드 식별대상(140), 예를들면 관거제품에 인쇄되거나 부착되거나 관거제품 매설시 함께 부근에 매설되어 시공된다. 이때, 상기 정보 인식수단(150)이 부착되거나 함께 매설시에 포함하는 코드 식별대상의 정보는 지하시설물(200)(예, 관거 등)을 위해 필요한 파이프 및 해당 부속 부품 뿐만 아니라, 맨홀, 설계도, 주요 지점 등도 될 수 있다.The generated information recognition means 150 is constructed by being installed in the vicinity of the code identification object 140, for example, printed or attached to conduit products or when embedding conduit products. At this time, the information of the code identification target included in the information recognition means 150 attached or buried together, as well as pipes and corresponding parts required for the underground facilities 200 (eg, conduits, etc.), manholes, blueprints, It can be a major point.
한편, 시공자는 정보인식수단(150)이 부착된 해당 코드 식별대상(140)(예, 관거 등)에서 사용자 단말기(30)(예를 들면, 스마트폰(110) 또는 전용 단말기 등)를 이용하여 상기 정보 인식수단(150)으로부터 정보를 읽어들인다.On the other hand, the contractor using the user terminal 30 (for example, smart phone 110 or a dedicated terminal, etc.) in the code identification object 140 (for example, conduit, etc.) to which the information recognition means 150 is attached. Information is read from the information recognizing means 150.
사용자 단말기(30)는 상기 정보인식수단(150), 예컨대 QR 코드, NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 주파수 발생장치 등으로부터 정보가 읽어들여지면, 해당 정보(QR 코드, 전자태그에서 수신된 신호 등)를 분석하고, 상기 해당 정보에 포함된 기반정보, 위치정보와 상기 지하시설물의 지형정보 및 속성정보(관의 재질, 관의 길이, 관의 직경, 관의 수, 관의깊이, 관의 위치 등) 등을 사용자단말기(30)에 디스플레이하거나, 해당 코드와 링크된 URL 주소에 의해 네트워크(120)를 통해 통합관리서버(101)로 해당 정보를 요청하여 링크된 URL의 홈페이지 등을 디스플레이할 수 있다.The user terminal 30 reads information from the information recognizing means 150, for example, a QR code, an electronic tag such as NFC-based RFID, a wireless LAN-based RTLS tag, a Wi-Fi frequency generator, and the like (QR). Codes, signals received from electronic tags, etc.), and the base information, location information, and topographical information and attribute information of the underground facilities (pipe material, pipe length, pipe diameter, Number, depth of pipe, pipe position, etc. ) on the user terminal 30, or by requesting the corresponding information to the integrated management server 101 through the network 120 by the URL address linked with the corresponding code The homepage of the URL can be displayed.
상기 요청에 따라, 통합관리서버(101)에서는 상기 URL 주소 등을 확인하고, 데이터베이스 서버(103)에서 해당 매핑된 정보를 읽어들여 상기 사용자 단말기(30) 또는 스마트폰(110)으로 제공한다.In response to the request, the integrated management server 101 checks the URL address, etc., reads the mapped information from the database server 103 and provides the mapped information to the user terminal 30 or the smartphone 110.
이때, 제공되는 정보는 상기 해당 정보인식수단(150)이 부착된 코드 식별 대상이 되는 지하시설물의 기반정보, 위치정보와 상기 지하시설물의 지형정보 및 속성정보, 예컨대 파이프 등에 관한 각종 기입력된 정보들을 포함하게 된다.At this time, the provided information is the base information, location information of the underground facilities to be identified code attached to the corresponding information recognition means 150, and various pre-information information regarding the topographic information and attribute information of the underground facilities, such as pipes, etc. To include them.
예컨대, 상기 제공되는 정보로는 지형정보와 속성정보(관의 재질, 관의 길이, 관의 직경, 관의 수, 관의 깊이, 관의 위치 등), 제품의 종류, 사용 용도, 파이프 관 방향, 시공 시간, 관거시설의 위치, 입력 당사자 정보 등이 될 수 있다.For example, the information provided may include terrain information and attribute information (pipe material, pipe length, pipe diameter, number of pipes, pipe depth, pipe position, etc.), type of product, use purpose, pipe pipe direction, and the like. , Construction time, location of conduit facilities, input party information, etc.
한편, 상기 시공자가 해당 제품을 시공할 때, 상기 해당 제품에 부착된 정보 인식수단(150)으로부터 정보를 읽게 되면, 상술한 바와 같이 GPS 위치정보 및 시간 정보 등이 제품 정보와 연계되어 자동으로 사용자 단말기(30)에 표시되고, 서비스 서버(100)의 데이터베이스 서버(103)에 저장될 수 있다.On the other hand, when the installer constructs the product, when the information is read from the information recognition means 150 attached to the product, GPS location information and time information, etc. are automatically linked to the product information as described above. It may be displayed on the terminal 30 and stored in the database server 103 of the service server 100.
즉, 정보를 읽어들이는 시점에서 사용자 단말기(30)(예를 들면, 스마트폰(110), 태블릿 PC 등)은 GPS 위성으로부터 위치정보를 수신하고, 상기 수신된 위치정보와 시간정보를 스캔한 제품의 정보와 함께 통합 관리서버(101)로 전송하고, 상기 통합 관리서버(101)는 상기 코드식별대상(140), 예를 들면 관거 제품의 정보를 데이터베이스 서버(103)에 갱신하여 저장한다. That is, at the time of reading the information, the user terminal 30 (for example, the smartphone 110, the tablet PC, etc.) receives the location information from the GPS satellite and scans the received location information and time information. The information is transmitted to the integrated management server 101 together with the information of the product, and the integrated management server 101 updates the code identification object 140, for example, the information of the conduit product to the database server 103. Save it.
이와 같이 함으로써 정확한 지하시설물의 시공정보, 지형정보 및 속성정보를 용이하게 갱신입력 및 유지관리할 수가 있게 되며, 갱신정보가 인터넷 또는 무선랜을 통하여 각 기관이 담당하는 지하시설물에 대한 갱신자료를 교환하거나 공유함으로서 보다 효과적으로 지하시설물을 관리할 수 있고, 추후 유지 보수에도 용이하게 사용할 수 있게 된다.In this way, it is possible to easily input and maintain the correct construction information, topographic information, and property information of the underground facilities, and exchange the updated data on the underground facilities in charge of each organization through the Internet or wireless LAN. By sharing or sharing, it is possible to manage the underground facilities more effectively, and can be easily used for future maintenance.
도 4는 본 발명의 실시예에 따른 정보인식수단을 이용한 관거 종합관리 절차를 나타내는 흐름도이다. 4 is a flowchart showing a conduit comprehensive management procedure using the information recognition means according to an embodiment of the present invention.
도 4를 참조하면, 먼저 통합 관리서버(101)에서는 코드 식별대상, 예컨대 관거제품(140)의 제품 일련번호를 이용하여 관거제품 관련정보를 표시하는 정보인식수단(50)(예, 코드, QR 코드, 전자태그 등)을 생성(S201, S202)한다. 상기 생성된 제품관련정보(예, 코드, QR 코드, 전자태그 등)는 데이터베이스에 저장(S203)된다. Referring to FIG. 4, first, the integrated management server 101 displays information related to conduit product information using a code identification object, for example, a product serial number of the conduit product 140 (eg, code, QR). Code, electronic tag, etc.) (S201, S202). The generated product related information (eg, code, QR code, electronic tag, etc.) is stored in a database (S203).
이때, 상기 생성된 제품관련정보를 포함하는 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드, 전자태그 등)를 생성하여 정보인식수단(150)으로 사용하거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 주파수 발생장치 등에 저장하여 정보인식수단(150)으로 사용한다.In this case, a code (for example, a barcode, a two-dimensional code including a QR code, an electronic tag, etc.) including the generated product-related information is generated and used as the information recognition means 150 or an electronic such as NFC-based RFID. Tag, a wireless LAN-based RTLS tag, a frequency generator, and the like are used as information recognition means 150.
상기 생성된 제품관련정보를 QR 코드로 출력하여 QR 코드를 표시하는 수단(예를 들면, 테이프 등)을 해당 제품(예를들면, 관거 등)에 부착하거나, 직접 해당 관거제품에 인쇄(S204)함으로써 제품에 대한 종합 관리가 수행된다.The means for displaying the QR code by outputting the generated product-related information as a QR code (for example, a tape, etc.) is attached to the corresponding product (for example, conduit, etc.), or directly printed on the conduit product (S204). As a result, comprehensive management of the product is performed.
사용자 단말기(30) 또는 관리자 단말기(110)에서는 시공시에 전용 어플리케이션(S205)을 실행하고, 해당 제품(140)으로부터 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등)를 스캐닝(S206)하여 제품관련정보를 얻거나 해당 제품(140)에 부착된 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 주파수 발생장치 등으로부터 신호를 입력받아 제품관련정보를 얻게된다.The user terminal 30 or the manager terminal 110 executes a dedicated application (S205) at the time of construction, and scans a code (for example, a two-dimensional code including a barcode, a QR code, etc.) from the corresponding product 140 ( S206) to obtain product-related information or to receive a product-related information by receiving a signal from an electronic tag such as RFID attached to the product 140, a wireless LAN-based RTLS tag, a frequency generator, and the like.
사용자 단말기(30) 또는 관리자 단말기(110)에서는 이렇게 얻어진 제품관련정보(S206)를 전용 어플리케이션에 의해 해석(S208)하고, 해당 제품의 정보를 디스플레이 또는 인쇄물 등으로 출력시키거나, 해당 제품의 세부 정보가 저장된 해당 URL로 제품에 관련된 정보를 요청(S209)하게 된다.In the user terminal 30 or the manager terminal 110, the product related information (S206) thus obtained is interpreted by a dedicated application (S208), and the information of the corresponding product is output on a display or printed matter, or the detailed information of the corresponding product. To request the information related to the product to the stored URL (S209).
이때, 상술한 바와 같이 다른 방법으로서, 일반적인 스마트폰이 아닌 본 발명의 실시를 위한 전용 단말기에 의해 구현될 경우 상기 전용 어플리케이션에 의해 처리되는 것이 아니라, 최적화된 웹 서비스, 또는 전용 단말기에서 사용 가능한 프로그램이나 이와 유사한 수단에 의해서 처리될 수 있다.In this case, as described above, when implemented by a dedicated terminal for the implementation of the present invention rather than a general smart phone, it is not processed by the dedicated application, but an optimized web service or a program that can be used in the dedicated terminal. Or similar means.
통합 관리 서버(101)에서는 상기 단계 S209에서 정보 요청에 따라 사용자에 대한 사용자 인증을 수행(S210)하고, 해당 사용자의 권한이 인가된 사용자일 경우, 데이터베이스 서버(103)에서 해당 제품에 대한 정보를 독출(S211)하여 상기 사용자의 관리자 단말기(110) 또는 사용자 단말기(30)로 전송한다.The integrated management server 101 performs user authentication for the user according to the request for information in step S209 (S210), and if the user's authority is authorized, the database server 103 provides information about the corresponding product. Read (S211) and transmits to the user's manager terminal 110 or the user terminal (30).
이때, 상술한 바와 같이 본 발명의 실시예에 따라 시공 관련정보(예컨대, GPS 상의 위치정보 및 시간정보, 지형정보와 속성정보(관의 재질, 관의 길이, 관의 직경, 관의 수, 관의 깊이, 관의 위치 등))를 자동으로 생성(S213)하고, 상기 자동 생성된 정보와 해당 제품에 대한 추가 및 수정(S214)한 정보를 통합관리서버(101)로 전송한다. 통합관리서버(101)에서는 상기 수신된 추가정보 및 시공 관련정보를 데이터베이스에 저장(S216)한다.In this case, as described above, according to the embodiment of the present invention, construction-related information (for example, location information and time information on GPS, terrain information, and attribute information (pipe material, pipe length, pipe diameter, pipe number, pipe) Depth, the position of the pipe, etc.)) is automatically generated (S213), and the information automatically added and modified for the product (S214) is transmitted to the integrated management server (101). The integrated management server 101 stores the received additional information and construction related information in a database (S216).
도 5는 본 발명의 다른 실시예에 따른 서비스 서버의 세부 구성을 나타내는 불럭도이다. 5 is a block diagram showing a detailed configuration of a service server according to another embodiment of the present invention.
도 5를 참조하면, 통합관리서버(101)는 제품인식정보 생성부(311), 제품인식정보 관리부(312), 전자 지도매핑부(313), 정보입력부(314) 및 인증처리부(315)로 구성될 수 있다. Referring to FIG. 5, the integrated management server 101 includes a product recognition information generation unit 311, a product recognition information management unit 312, an electronic map mapping unit 313, an information input unit 314, and an authentication processing unit 315. Can be configured.
또한, 데이터베이스 서버(103)는 QR 코드정보(321), 제품정보(322), 배송정보(323), 판매정보(324), 설계정보(325) 및 시공정보(326) 등의 데이터베이스로 구성될 수 있다.In addition, the database server 103 is composed of a database such as QR code information 321, product information 322, shipping information 323, sales information 324, design information 325 and construction information 326, etc. Can be.
여기서 시공정보 데이터베이스(326)는 시공 관련정보(예컨대, GPS 상의 위치정보 및 시간정보, 지형정보와 속성정보(관의 재질, 관의 길이, 관의 직경, 관의 수, 관의 깊이, 관의 위치 등))를 포함할 수 있다.Here, the construction information database 326 includes construction-related information (e.g., location information and time information on GPS, terrain information and attribute information (pipe material, pipe length, pipe diameter, number of pipes, pipe depth, pipe depth). Location, etc.).
지하시설물이 구축된 지역에 또다른 시설물들이 구축될 때 다시 지하시설물들의 조사가 이루어진다면 같은 작업을 2번 반복하는 매우 비효율적인 작업이 되고, 지하시설물드이 구축될 때 지하시설물들의 위치나 속성 등이 변경되는 것을 다른 시공자가 알 수 없게 되어 대형사고가 유발되는 주원인이 된다.If another facility is surveyed when another facility is constructed in the area where the underground facility is constructed, it is very inefficient to repeat the same task twice. When the underground facility is constructed, the location and attributes of the underground facilities are changed. It is not possible for other contractors to know the change, which is the main cause of major accidents.
이러한 비효율성과 대형사고를 미연에 방지하기 위하여 시공정보 데이터베이스(326)는 네트워크를 통하여 사용자 단말기(30)에 제공된다.In order to prevent such inefficiency and major accidents, the construction information database 326 is provided to the user terminal 30 through a network.
상기 제품인식정보 생성부(311)는 각 제품의 일련번호 등을 이용하여 제품 인식정보를 포함하는 코드(예를 들면, 바코드, QR 코드를 포함하는 이차원 코드 등) 또는 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 주파수 발생장치 등에 저장되는 제품인식정보를 생성하는 기능을 수행한다.The product recognition information generation unit 311 may use a code (eg, a barcode, a two-dimensional code including a QR code, or the like) including product identification information using a serial number of each product, or an electronic device such as an NFC-based RFID. Performs a function to generate product identification information stored in a tag, a wireless LAN-based RTLS tag, and a frequency generator.
제품인식정보 관리부(312)는 해당 제품인식정보(예, QR 코드 등)에 매핑된 제품의 각종 제품인식정보(예, QR 코드, 전자태그에 저장된 제품인식정보 등)를 데이터베이스에 저장 및 갱신 수정하는 기능을 수행한다.The product recognition information management unit 312 stores and updates various product recognition information (eg, QR code, product recognition information stored in an electronic tag, etc.) of a product mapped to the corresponding product recognition information (eg, QR code). It performs the function.
전자 지도매핑부(313)는 상기 해당 제품인식정보(예, QR 코드 등)가 부착된 관거제품이 시공되어 설치될 때, 해당 관거제품이 시공된 위치정보, 지형정보와 속성정보 등을 GIS(Geographic Information System: 지리정보시스템)에 연결하여 전자지도에 매핑하여 표시하는 기능을 수행한다.The electronic map mapping unit 313 performs GIS (location information, terrain information, attribute information, etc.) when the conduit product is installed when the conduit product with the corresponding product recognition information (eg, QR code) is installed and installed. It connects to the Geographic Information System (Geographic Information System) to map and display the map.
정보 입력부(314)는 관리자 단말기(130) 또는 사용자 단말기(30), 예를들면 스마트폰 등을 통해 입력된 제품 관련정보, 시공 관련정보, 배송 관련정보, 판매 관련정보 등을 입력받아 데이터베이스 서버(103)에 저장하는 기능을 수행한다.The information input unit 314 receives a product-related information, construction-related information, delivery-related information, sales-related information, etc., which are input through the manager terminal 130 or the user terminal 30, for example, a smartphone, and the like, using a database server ( 103) to save.
인증 처리부(315)는 사용자 단말기(30)(예, 스마트폰 등)를 통해 제품인식정보(예, QR 코드, NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 주파수 발생장치 등에 저장되는 정보신호)를 읽어들임으로써 해당 제품의 데이터를 요청할 때, 인증서버(102) 등을 통해 사용자 인증을 처리하는 기능을 수행한다.The authentication processing unit 315 stores product identification information (eg, QR code, electronic tag such as NFC based RFID, RTLS tag based on wireless LAN, frequency generator), etc. through the user terminal 30 (eg, smartphone). When the data of the corresponding product is requested by reading the information signal), the authentication server 102 performs a function of processing user authentication.
도 6는 본 발명의 실시예에 따른 무선랜을 이용한 정밀 측량 예를 나타내는 도면이다. 6 is a diagram illustrating an example of precision survey using a wireless LAN according to an embodiment of the present invention.
도 6을 참조하면, 4개의 무선랜 장치가 시공 범위 내에 설치되면, 각 장치 간의 상대적인 3차원 좌표를 측량하여 계산할 수 있다. 예컨대, 장치 1의 좌표를 (0,0,0)으로 기준점을 잡게 되면, 장치2, 장치 3, 장치 4의 상대적인 좌표가 측량될 수 있다. 즉, 장치2는 (0,100,10), 장치3은 (100,35,20), 장치4는 (120,95,0)과 같이 상대적인 좌표가 측량된다. 이에 따라, 작업자의 상대 좌표는 (64,47,2)로 계산될 수 있다.Referring to FIG. 6, when four WLAN devices are installed within a construction range, the three-dimensional coordinates between the devices may be measured and calculated. For example, when the reference point of the device 1 is set to (0,0,0), the relative coordinates of the device 2, the device 3, and the device 4 may be measured. That is, relative coordinates are measured as (0, 100, 10), device 3 (100, 35, 20), and device 4 (120, 95, 0). Accordingly, the relative coordinates of the worker can be calculated as (64, 47, 2).
이와 같이 측량된상대 좌표로 절대 좌표를 계산하여 정확한 위치 정보를 제공할 수가 있다. 보다 상세히 설명하면, 기준점의 절대 좌표(위도 및 경도)와 각 장치간의 측정된 방향 및 거리값, 그리고 기존에 측정된 상대좌표를 통해 시공시의 절대 좌표를 해당 제품의 일련번호에 해당하는 데이터베이스 테이블에 저장한다.In this way, absolute coordinates can be calculated from the measured relative coordinates to provide accurate position information. In more detail, a database table corresponding to the serial number of the product is used to determine the absolute coordinates of the construction through the absolute coordinates (latitude and longitude) of the reference point, the measured direction and distance values between the devices, and the relative coordinates previously measured. Store in
특정 코드, 제품 일련 번호 또는 위치 정보를 통해 데이터베이스에 정보 요청을 하는 경우 그에 해당하는 값과 함께 절대 좌표 값 및 상대 좌표 값을 제공한다. 이때, 상술한 방식을 통해 결정된 정밀한 절대 좌표값을 제공하여 현재의 정확한 위치 정보와 해당 위치 인근에 시공되어 있는 모든 제품들의 상대적인 위치 정보를 표시해준다.When you request information from a database through a specific code, product serial number, or location information, you provide absolute and relative coordinate values along with corresponding values. At this time, by providing the precise absolute coordinate value determined through the above-described method to display the current accurate position information and the relative position information of all the products installed near the location.
이하 도 7을 참조하여 본 발명에 실시예에 따라 정확한 지하시설물 시공 및 관리를 위해 필요한 정밀도가 높은 위치 측정 방법을 설명한다.Hereinafter, with reference to FIG. 7, a high-precision position measuring method required for accurate underground construction and management according to an embodiment of the present invention will be described.
도 7은 본 발명의 실시예에 따른 무선랜을 이용한 정밀 좌표 산출 절차를 나타내는 흐름도이다. 7 is a flowchart illustrating a procedure of calculating precision coordinates using a WLAN according to an embodiment of the present invention.
도 7을 참조하면, 먼저 다수의 무선 신호 송신 장치(또는 무선랜)를 시공 범위 내 공간에 설치(S401)한 후, 한 지점을 기준으로 각 지점의 상대적인 3차원 좌표를 산출(S402)한다. 그런 다음, 산출된 값으로 시공시 위치의 상대적인 좌표값을 결정(S403)하게 된다. 이때, 기준점을 절대 좌표로 시공 시의 실제 절대 좌표를 산출(S404)함으로써, 시공 시 위치에 대한 정확한 위치 정보를 데이터베이스에 저장(S405)할 수가 있게 된다.Referring to FIG. 7, first, a plurality of wireless signal transmitters (or wireless LANs) are installed in a space within a construction range (S401), and then relative 3D coordinates of each point are calculated based on one point (S402). Then, the relative coordinate value of the position at the time of construction is determined by the calculated value (S403). At this time, by calculating the actual absolute coordinates at the time of construction with the reference point as the absolute coordinates (S404), it is possible to store accurate position information about the position at the time of construction in the database (S405).
보다 구체적으로 설명하면, 상술한 바와 따라 지하시설물(예, 상하수도 관거)를 종합 관리함에 있어서도 GPS의 기술적 한계로 인하여 GPS의 오차범위의 현실화와 높이(또는 3차원 공간에서의 Z 좌표)값의 사용불가라는 단점은 여전히 존재한다.In more detail, as described above, in the comprehensive management of underground facilities (eg, water and sewage conduits), due to the technical limitations of GPS, the realization of the error range of GPS and the use of height (or Z coordinate in three-dimensional space) The disadvantage of being impossible still exists.
이를 해결하기 위해 본 발명의 실시예에 따라 무선 휴대 단말에서 위치 인식의 기준으로 사용할 수 있는 무선 신호 송신을 위한 장치를 설치한다.In order to solve this problem, an apparatus for transmitting a wireless signal that can be used as a reference for location recognition in a wireless portable terminal is provided.
그런 다음, 각 장치를 시공 범위 내의 적절한 공간에 설치한 후 한 지점을 기준으로 하여 각 지점의 상대적인 3차원 좌표를 측량하여 계산하고 이를 토대로 시공시의 상대 좌표값을 결정한다. 이를 위하여 시공 범위가 장치의 신호 영역 이내에 존재하는 것이 바람직하다.Then, after installing each device in the appropriate space within the construction range, and calculate the relative three-dimensional coordinates of each point based on one point to determine the relative coordinate value at the time of construction. For this purpose it is desirable that the construction range is within the signal region of the device.
이때, 이론상으로는 3개의 기준점으로 3차원 좌표 계산이 가능하나 실제로는 전파 전송의 시간 차이로 발생하는 오차를 줄이기 위해 최소 4개 이상의 장치가 필요하다. 즉, 각 지점마다 최소 4개 이상의 신호가 잡힐 수 있어야 한다.In this case, theoretically, three-dimensional coordinate calculation is possible with three reference points, but in practice, at least four devices are required to reduce errors caused by time differences in radio wave transmission. That is, at least four signals must be caught at each point.
도 8은 본 발명에 의해 제3의 위치에 설치된 지상지표를 토대로 지하시설물의 위치를 판단하는 실시예가 도시된다.8 shows an embodiment of determining the location of an underground facility based on ground indicators installed in a third location according to the present invention.
계측을 통해 다수의 지상지표(10-1, 10-2, ..., 10-n)에 저장되는 정보는 해당 지점의 기반정보, 위치정보, 인근에 매설된 지하 시설물의 정보 등이다. 특히 인근 지하시설물 정보는 절대좌표만이 아닌 상대좌표(3차원벡터)가 저장된다.Information stored in a number of ground indicators (10-1, 10-2, ..., 10-n) through the measurement is the base information, location information, and underground facilities buried nearby. In particular, the neighboring underground facility information is stored not only absolute coordinates but also relative coordinates (3D vector).
사용자는 사용자 단말기(30)를 사용하여 지상지표(10-1, 10-2, 10-3)들의 정보를 읽어들여 상기 지상지표(10-1, 10-2, 10-3)들이 위치한 지점의 기반정보, 위치정보, 인근에 매설된 지하 시설물의 정보를 알 수 있고, 이렇게 읽어들인 상기 지상지표(10-1, 10-2, 10-3)들의 정보를 위치정보 서버(50)에 송신하면 상기 위치정보 서버(50)는 국가지리정보원 서버(60)로부터 지리정보를 제공받아 다시 상기 사용자 단말기(30)로 제공한다.The user reads the information of the ground indicators 10-1, 10-2, and 10-3 using the user terminal 30 to determine the location of the ground indicators 10-1, 10-2, and 10-3. If the base information, the location information, the information of the underground facilities buried nearby can be known, and the information of the ground indicators (10-1, 10-2, 10-3) read in this way to the location information server 50 The location information server 50 receives the geographic information from the National Geographic Information Institute server 60 and provides it to the user terminal 30 again.
상기 지상지표(10-1, 10-2, 10-3)들이 위치한 지점의 지하 시설물에 대한 정보로부터 지하시설물(100-1, 100-2)들의 위치정보를 알 수 있고, 이때 지표에서 제공받는 정보를 통해 지하시설물의 위치를 확인하면 상기 3개의 지상지표(10-1, 10-2, 10-3)들에 의해 형성되는 삼각면(71)과 2개의 지상지표(10-1, 10-3)와 기준점 지표(20)가 이루는 삼각면(72)에 들어오는 지하시설(100-1, 100-2)들은 정상위치임을 확인할 수 있다.The location information of the underground facilities (100-1, 100-2) can be known from the information on the underground facilities of the point where the ground indicators (10-1, 10-2, 10-3) are located, and at this time When the location of the underground facility is confirmed through the information, a triangular plane 71 formed by the three ground indicators 10-1, 10-2, and 10-3 and two ground indicators 10-1 and 10- 3) and the underground facilities (100-1, 100-2) entering the triangular surface 72 formed by the reference point indicator 20 can be confirmed that the normal position.
삼각면(71, 72)에 들어오지 않는 지하시설(100-3)은 정상위치임을 확인할 수 없지만 정상인 지상지표(100-3)에 가까이 위치하므로 실제의 측량에 의해 정상여부판단이 가능하다.Underground facilities (100-3) that do not enter the triangular plane (71, 72) can be confirmed that the normal position, but because it is located close to the normal ground indicator (100-3) it is possible to determine whether or not normal by the actual survey.
지상지표(10-4)는 정상위치임이 확인되지 않아 지하시설물(100)의 위치 검증에 사용할 수 없으므로 정상인 지상지표(10-2, 10-3)과 지상지표(10-4)가 이루는 삼각면(73)에 위치하는 지하시설물(100-5)은 지상지표(10-1, 10-2, 10-3)를 이용하여 정상위치의 확인이 불가능한 지점이다.Since the ground indicator 10-4 is not confirmed to be in a normal position, the ground indicator 10-4 cannot be used for verifying the location of the underground facility 100. Thus, the triangular plane formed by the normal ground indicators 10-2 and 10-3 and the ground indicator 10-4. The underground facility (100-5) located at (73) is a point where the normal position cannot be identified using the ground indicators (10-1, 10-2, 10-3).
이때 별도의 지상지표를 이용하여 정상위치가 확인되지 않을 경우 그 위치가 잘못되었을 가능성이 높다.At this time, if the normal position is not confirmed using a separate ground indicator, the position is likely to be wrong.
도 9a 내지 도 9c에 본 발명에 의한 지상지표에 대해 스마트폰의 카메라를 이용하여 정상여부를 확인하는 방법이 도시된다.9A to 9C illustrate a method of checking whether the ground indicator according to the present invention is normal by using a camera of a smartphone.
도 9a에 도시된 바와 같이 정상여부를 확인해야 하는 지상지표(10)에 폴대(11a)를 세워 마커(11)를 설치한다. 상기 마커(11)는 먼거리(예, 지상지표(10)와 기준점(20) 사이의 거리)에서도 사용자 단말기(30)의 카메라로 촬영이 가능한 크기이어야 하고 주변 사물과 구분이 되면서도 단순한 모양과 색상을 지녀야 한다.As shown in FIG. 9a, the marker 11 is installed by raising the pole 11a on the ground indicator 10 to be checked for normality. The marker 11 should be sized to be photographed by the camera of the user terminal 30 even at a long distance (for example, the distance between the ground indicator 10 and the reference point 20), and the simple shape and color may be distinguished from surrounding objects. Must have
예를 들면, 본 실시예에 의한 마커(11)는 가로 2m, 세로 1m 크기의 파란색(또는 빨간색, 초록색 등)을 갖는 직사각형으로 구성한다.For example, the marker 11 according to the present embodiment is constituted by a rectangle having blue (or red, green, etc.) having a width of 2 m and a length of 1 m.
기준점(20)으로부터 제3의 위치에 있는 지상지표(10)의 위치를 측정하는 방법은 수동측량, 측량기 이용, 정밀 GPS계측 등 다양한 방법이 가능하다. 그러나 본 실시예에서는 이러한 특정장치나 수단없이 사용자 단말기(30, 예를 들면 스마트폰 등)만으로 위치를 측정하는 방법에 대한 실시예이다. 이렇게 하면 부정확한 스마트폰의 GPS 기능을 보완할 수 있다.The method of measuring the position of the ground indicator 10 at the third position from the reference point 20 may be various methods such as manual surveying, instrumentation, and precision GPS measurement. However, the present embodiment is an embodiment of the method for measuring the position with only the user terminal 30 (for example, smart phone, etc.) without such a specific device or means. This will compensate for the inaccurate smartphone GPS feature.
사용자 단말기(30)의 카메라로 마커(11)를 촬영하여 촬영된 마커(11)의 크기를 토대로 비례식을 이용하여 지상지표(10)와 기준점(20) 사이의 거리를 계산하고, 두 지점간의 각도를 계산하여 방향을 구한다.The distance between the ground indicator 10 and the reference point 20 is calculated using a proportional equation based on the size of the marker 11 taken by photographing the marker 11 with the camera of the user terminal 30, and the angle between the two points. Calculate to find the direction.
이때 사용자 단말기(30)에 내장된 전자나침반과 자이로미터를 이용하면 방향을 쉽게 구할 수 있다. 그러나 정밀도가 완벽하게 정확하지 않을 경우 허용오차에 영향을 주게 되므로 측정이 필요하다. At this time, the direction can be easily obtained by using the electronic compass and gyrometer built into the user terminal 30. However, if the precision is not perfectly accurate, it will affect the tolerance and measurement is necessary.
이와 같이 지상지표(10)와 기준점(20) 사이의 거리(스칼라)와 방향(벡터)을 구한 후 거리와 방향의 곱을 이용하여 도 9b에 도시된 바와 같이 해당 지점까지의 방향벡터를 구한다.As described above, the distance (scalar) and the direction (vector) between the ground indicator 10 and the reference point 20 are obtained, and then the direction vector to the corresponding point is obtained by using the product of the distance and the direction.
사용자 단말기(30)의 카메라를 이용한 측정 역시 오차가 발생할 수 있으므로 측정된 거리별 허용오차 범위를 계산하여 반영한다. 이때 허용오차는 카메라의 성능에 따라 차이가 발생하므로 실험을 통해 허용오차를 측정한다.The measurement using the camera of the user terminal 30 may also cause an error, so the calculated tolerance range for each measured distance is reflected. At this time, the tolerance occurs according to the camera performance, so measure the tolerance through experiment.
지상지표(10)의 QR코드 또는 RFID 태그에 저장된 절대좌표를 읽어들여 사용자 단말기(30)로 측정한 위치좌표 또는 수동측량, 측량기 이용, 정밀 GPS계측 등으로 측정한 위치좌표와 비교하여 상기 절대좌표가 허용오차범위 이내에 있는지 여부를 확인한다.The absolute coordinates stored in the QR code or the RFID tag of the ground indicator 10 are read and compared with the position coordinates measured by the user terminal 30 or the position coordinates measured by manual surveying, instrumentation, or precision GPS measurement. Check whether is within tolerance.
상기 지상지표(10)의 절대좌표가 상기 다양한 방법으로 측정한 위치 좌표의 허용오차범위내에 있는지 여부에 의해 상기 지상지표(10)의 지점이 이동했는지 여부를 알 수 있다.It is possible to know whether the point of the ground indicator 10 has moved by whether the absolute coordinate of the ground indicator 10 is within the tolerance range of the position coordinate measured by the various methods.
즉 도 9c에 도시된 바와 같이 상기 지상지표(10a)의 절대좌표가 상기 측정한 위치 좌표의 허용오차 범위내에 있는 경우 상기 지상지표(10a)가 이동이 없거나 아주 미세한 거리만 이동한 것이므로 상기 지상지표(10a)에 저장된 위치정보는 사용가능하다.That is, as shown in FIG. 9C, when the absolute coordinate of the ground indicator 10a is within the tolerance range of the measured position coordinates, the ground indicator 10a does not move or moves only a very fine distance. The location information stored in 10a can be used.
상기 지상지표(10a)가 오차허용 범위내에서 움직였을 가능성이 있는 경우 이러한 움직임이 있더라도 상기 지상지표(10a)를 사용할 수 있는 지상지표로 판정하기 위해서는 오차허용범위를 최소화할 수 있도록 측정조건을 제한하거나 고성능 카메라를 사용하여 측정시에 발생하는 허용오차를 최소가 되도록 한다.If there is a possibility that the ground indicator 10a has moved within the error tolerance range, in order to determine that the ground indicator 10a can use the ground indicator 10a even if there is such a movement, the measurement conditions may be limited to minimize the tolerance range. Use high performance cameras to minimize tolerances during measurement.
그러나 지상지표(10b)의 절대좌표가 상기 측정한 위치 좌표의 허용오차범위밖에 있는 경우 상기 지상지표(10b)의 지점은 크게 이동이 있었음을 의미하는 것이므로 상기 지상지표(10a)에 저장된 위치정보는 사용할 수 없다.However, if the absolute coordinate of the ground indicator 10b is outside the tolerance range of the measured position coordinates, it means that the point of the ground indicator 10b has moved greatly, and thus the position information stored in the ground indicator 10a is Can not use it.
이렇게 사용가능한 지상지표(10a)의 위치정보는 사용자 단말기(30)의 저장공간에 저장하여 또 다른 기준점으로 사용할 수 있다.The location information of the ground indicator 10a usable in this way may be stored in a storage space of the user terminal 30 and used as another reference point.
도 10에 본 발명에 의해 정상으로 판정된 지상지표를 기준점으로 추가하여 다른 지상지표의 위치정보를 검증하는 실시예를 도시한다.FIG. 10 shows an embodiment of verifying the position information of another ground indicator by adding the ground indicator determined as normal by the present invention as a reference point.
기준점 지표(20)를 통해 상대위치가 검증된 지상지표(예를 들면, 10-1, 10-2)들은 절대위치 역시 동일하게 정확하므로 상기 검증된 지상지표(10-1, 10-2)들은 새로운 기준점으로 사용할 수 있다. The ground indicators (eg, 10-1 and 10-2) whose relative positions have been verified through the reference point indicator 20 are also exactly the same, so that the verified ground indicators 10-1 and 10-2 are Can be used as a new reference point.
예를 들면 도 10에 도시된 바와 같이 검증된 지상지표(10-1)를 이용하여 지상지표(10-3)을 검증할 수 있고, 검증된 지상지표(10-2)를 이용하여 지상지표(10-4, 10-6)를 검증할 수 있다. 마찬가지로 검증된 지상지표(10-3, 10-4)를 이용하여 지상지표(10-5, 10-6)을 검증할 수 있다. For example, as shown in FIG. 10, the ground indicator 10-3 may be verified using the verified ground indicator 10-1, and the ground indicator may be verified using the verified ground indicator 10-2. 10-4, 10-6) can be verified. Similarly, the ground indicators 10-5 and 10-6 may be verified using the verified ground indicators 10-3 and 10-4.
이와 같이 검증된 6개의 지상지표(10-1∼ 10-6)를 기준점으로 이용하여 또다른 측정점의 지상지표(10)들을 검증하면서 측정을 이어나가면 더 이상 측정이 불가능하거나 불필요한 지점까지 측정하면 측정하려는 구역에 있는 모든 지상지표(10)에 대한 검증이 가능하다.Using six verified ground indicators (10-1 to 10-6) as the reference point, the ground indicators (10) of another measuring point are verified and the measurement is continued. It is possible to verify all ground indicators (10) in the area of interest.
이때 3개의 지상지표(예를 들면, 10-1, 10-2, 10-3)를 연결하는 3개의 벡터 중 2개 이상이 정확한 것으로 확인되었을 경우에만 상기 3개의 지상지표(10-1, 10-2, 10-3)로 이루어진 영역만을 검증된 영역으로 판정한다.At this time, the three ground indicators (10-1, 10) only when two or more of the three vectors connecting the three ground indicators (for example, 10-1, 10-2, 10-3) are confirmed to be correct. Only the area consisting of -2, 10-3) is determined as the verified area.
따라서 검증되지 않은 영역 중 지상지표(10-5, 10-6)로 둘러싸인 삼각면 (74)은 검증된 영역으로 판정될 수 있지만 지상지표(10-4, 10-5)를 밑변으로 하는 삼각면(75)은 지상지표(10-7)가 검증되지 않았으므로 검증된 영역으로 판정될 수 없다.Therefore, the triangular plane 74 surrounded by the ground indicators 10-5 and 10-6 among the unvalidated areas can be determined as the verified area, but the triangular plane which is the ground indicators 10-4 and 10-5 as the base. (75) cannot be determined as the verified area because the ground indicators 10-7 have not been verified.
도 11a 내지 도 11e에 본 발명에 의한 지상지표에 의해 확인하고자 하는 영역에 매설된 지하시설물의 위치에 대해 정상여부를 확인하는 검증방법이 도시된다.11A to 11E illustrate a verification method for confirming whether or not the position of the underground facilities buried in the area to be checked by the ground indicator according to the present invention is normal.
확인하고자 하는 영역(76)에 매설된 지하시설물(100-2, 100-3, 100-4, 100-5)의 매설위치가 이상이 없는지 여부를 확인하기 위해 지하시설물(100-2, 100-3, 100-4, 100-5)의 근처에 있는 기준점과 측정점을 선정한다. 여기서 기준점에는 기준점 지표(20)가 설치되고 측정점에는 다수의 지상지표(10-1 ∼10-5)가 설치되어 있는 지점을 선정한다.Underground facilities (100-2, 100-) to check whether the buried positions of the underground facilities (100-2, 100-3, 100-4, 100-5) buried in the area 76 to be checked are ok. 3, 100-4, 100-5) select the reference point and the measurement point near. Here, the reference point indicator 20 is installed at the reference point, and the point where a plurality of ground indicators 10-1 to 10-5 are installed at the measurement point is selected.
측정점은 기준점과의 위치 및 방향을 계산할 수 있는 지점이며 각 지점을 이어 면을 생성할 수 있게 하기 위하여 2개 이상의 지점을 선정한다.The measuring point is a point from which the position and direction of the reference point can be calculated, and two or more points are selected in order to be able to generate a surface after each point.
기준점 지표(20)와 각 측정점의 지상지표(10-1 ∼10-5) 사이의 거리와 방위를 측정하여 기준점 지표(20)와 각 지상지표(10-1 ∼10-5)의 코드 또는 RFID 태그로부터 읽어들인 기존의 좌표와 일치하는지 여부를 확인한다.Code or RFID of the reference point indicator 20 and each ground indicator 10-1 to 10-5 by measuring the distance and azimuth between the reference point indicator 20 and the ground indicators 10-1 to 10-5 of each measurement point. Check whether the existing coordinates read from the tag match.
도 11b에 도시된 바와 같이 기존의 좌표와 일치하지 않는 측정점의 지상지표(예, 10-5)는 별도 기록하고 일치하는 측정점들을 연결하여 삼각면(77)을 생성하였을 때 해당 삼각면(77)의 지역내에 존재하는 지하시설물의 측위지점은 현재 측정좌표와 기존에 측정했던 좌표가 일치하므로 위치가 이동하지 않았을 가능성이 매우 크다. As shown in FIG. 11B, when the ground indicators (eg, 10-5) of the measuring points that do not coincide with the existing coordinates are separately recorded and the corresponding measuring points are connected to generate the triangular plane 77, the corresponding triangular plane 77 It is very likely that the location point of the underground facilities in the area of is not moved because the current measured coordinates match the previously measured coordinates.
왜냐하면 지상지표에 기록했던 기존 좌표가 현재 측정한 좌표가 일치한다는 것은 최소한 지상에서는 변화가 생기지 않은 것이므로 지하에서도 변화가 생기지 않았을 가능성이 높기 때문이다.This is because the existing coordinates recorded in the ground indicators coincide with the current measured coordinates, at least because there is no change in the ground, so it is highly likely that no change has occurred in the basement.
이때 도 11c에 도시된 바와 같이 정상위치로 판정된 측정점의 지상지표(10-1, 10-2)들은 지상지표의 설치 당시(지하시설물의 설치시)에 기록했던 기존 위치좌표가 현재 측정한 위치좌표와 일치하는 등 그 측위내용이 정상적인 지점이므로 또 다른 기준점으로 될 수 있다.At this time, as shown in FIG. 11C, the ground indicators 10-1 and 10-2 of the measurement point determined as the normal positions are the positions currently measured by the existing position coordinates recorded at the time of installation of the ground indicators (when the installation of the underground facilities). Since the positioning content is normal, such as coinciding with the coordinates, it may be another reference point.
즉 검증된 지상지표(10-1, 10-2)의 위치좌표를 이용하여 다른 지상지표(10-3, 10-4)의 위치좌표를 검증할 수 있다. 이렇게 검증된 지상지표(10-1, 10-2)의 위치좌표를 이용하여 지상지표(10-4)의 위치좌표가 검증되면 지상지표(10-1, 10-2, 10-4)가 이루는 삼각면(78) 내에 위치하는 지하시설물(100-2, 100-3)들은 위치변동이 없을 가능성이 매우 높다.That is, the position coordinates of the other ground indicators 10-3 and 10-4 may be verified using the position coordinates of the verified ground indicators 10-1 and 10-2. When the position coordinates of the ground indicators 10-4 are verified using the position coordinates of the ground indicators 10-1 and 10-2 verified in this way, the ground indicators 10-1, 10-2, and 10-4 are formed. Underground facilities 100-2 and 100-3 located in the triangular plane 78 are very likely to have no positional variation.
이와 같이 검증된 지상지표(10-1, 10-2)의 위치좌표를 이용하여 다른 지상지표(10-3, 10-4)의 위치좌표를 검증하면서 검증영역을 계속 넓혀 나간다.Using the position coordinates of the ground indicators 10-1 and 10-2 verified as described above, the verification area is continuously expanded while verifying the position coordinates of the other ground indicators 10-3 and 10-4.
도 11d에 도시된 바와 같이 검증된 지상지표(10-2, 10-4)로 지상지표(10-3)의 측정점을 검증하여 정상으로 판정되지 않는 경우 지상지표(10-2, 10-3, 10-4)가 이루는 삼각면(79) 내에 위치하지 않는 지하시설물(100-5)은 지표/지중 이동이 있을 가능성이 매우 높으며 해당 삼각면(79)내의 정보는 신뢰하기 어려운 것으로 판정한다. If the ground indicators 10-2 and 10-4 are verified as shown in FIG. 11D and the measurement points of the ground indicators 10-3 are not determined to be normal, the ground indicators 10-2, 10-3, Underground facilities 100-5 which are not located in the triangular plane 79 formed by 10-4) are very likely to have land / ground movement, and the information in the triangular plane 79 is determined to be unreliable.
그러므로 다른 측정점을 이용하여 다시 위치좌표의 정상여부를 검증하거나 해당 지하시설물(100-5)의 측정지점에 있는 지상지표(10-3)에 기록된 위치정보에 의해 재측정하여 이상이 없는지 여부를 필히 확인한다.Therefore, it is possible to verify whether the position coordinate is normal again using another measuring point or re-measure it by the location information recorded in the ground indicator 10-3 at the measuring point of the underground facility 100-5. Be sure to check.
도 11e에 도시된 바와 같이 3개의 측정점에 설치된 지상지표(10-2, 10-4, 10-6)를 연결하는 벡터 중 2개 이상이 정상으로 검증된 경우 해당 삼각면(79) 내에 위치하는 지하시설물(100-5)는 정상으로 판정할 수 있다. As shown in FIG. 11E, when two or more of the vectors connecting the ground indicators 10-2, 10-4, and 10-6 installed at the three measurement points are verified to be normal, they are located in the corresponding triangular plane 79. The underground facility 100-5 may be determined to be normal.
이렇게 상기 지하시설물(100-5)을 포함하는 삼각면(79)을 이루는 지상지표(10-2, 10-4, 10-6)들의 정상여부를 확인하여 지하시설물(100-5)에 대한 재측정을 실시하는 등 불필요한 측정작업 또는 인식작업 등을 감소시킬 수 있다.Thus, whether the ground indicators (10-2, 10-4, 10-6) forming the triangular plane (79) including the underground facilities (100-5) by checking the normal status of the underground facilities (100-5). Unnecessary measurement work or recognition work, such as making a measurement, can be reduced.
한편, 본 발명의 실시 예에서는 구체적인 실시 예에 관해 설명하였으나, 본 발명의 범위에서 벗어나지 않는 한도 내에서 여러 가지 변형이 가능함은 물론이다. 그러므로 본 발명의 범위는 설명된 실시 예에 국한되어 정해져서는 안되며 후술하는 특허 청구의 범위뿐만 아니라 이 특허 청구의 범위와 균등한 것들에 의해 정해져야 한다.On the other hand, in the embodiment of the present invention has been described with respect to specific embodiments, various modifications are possible without departing from the scope of the invention. Therefore, the scope of the present invention should not be limited to the described embodiments, but should be defined not only by the appended claims, but also by the equivalents of the claims.

Claims (12)

  1. 다수 지점의 지상에 설치되고 상기 다수 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 포함하는 다수의 지상지표(10-1, 10-2, ..., 10-n)와; A plurality of ground indicators (10-1, 10-2, ..., 10- installed on the ground of a plurality of points, including the base information, location information of the plurality of points and information of underground facilities 200 buried nearby. n);
    이동 가능성이 없는 지점에 설치되는 다수의 기준점 지표(20-1, 20-2, ..., 20-n)와;A plurality of reference point indicators 20-1, 20-2, ..., 20-n installed at points where there is no possibility of movement;
    상기 다수의 지상지표(10-1, 10-2, ..., 10-n)와 다수의 기준점 지표(20-1, 20-2, ..., 20-n)에서 정보를 취득하여 상기 다수의 지상지표와 기준점 지표가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 위치정보를 파악하는 사용자 단말기(30)와;The information is obtained from the plurality of ground indicators 10-1, 10-2, ..., 10-n and the plurality of reference point indicators 20-1, 20-2, ..., 20-n. A user terminal 30 which grasps the base information, the location information, and the location information of the underground facility 200 buried nearby, where a plurality of ground indicators and reference point indicators are installed;
    상기 사용자 단말기(30)와 위치정보 서버(50) 사이에 통신을 제공하는 통신망(40)과; A communication network 40 providing communication between the user terminal 30 and the location information server 50;
    상기 통신망(40)을 통하여 상기 사용자 단말기(30)에서 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 암호화 코드를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표(20)에 포함된 정보를 해독하여 다시 상기 사용자 단말기(30)로 송신하는 위치정보 서버(50)로 구성되는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. The plurality of ground indicators 10-1, 10-2,..., 10-n and encryption codes included in the reference point indicator 20 are received by the user terminal 30 through the communication network 40. It consists of a location information server 50 to decode the information contained in the ground indicators (10-1, 10-2, ... 10-n) and the reference point indicator 20 and transmits the information back to the user terminal (30) Underground facility management system using information recognition means, characterized in that.
  2. 제1항에 있어서, The method of claim 1,
    상기 지상지표(10)에 폴대(11a)를 세워 마커(11)를 설치하고, 상기 지상지표(10)에 근접하는 기준점 지표(20)에서 사용자 단말기(30)의 카메라로 마커(11)를 촬영하여 촬영된 마커(11)의 크기를 토대로 비례식을 이용하여 지상지표(10)와 기준점 지표(20) 사이의 거리를 계산하고, 두 지점간의 각도를 계산하여 방향을 구하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. The pole 11a is installed on the ground indicator 10 to install the marker 11, and the marker 11 is photographed by the camera of the user terminal 30 at the reference point indicator 20 proximate to the ground indicator 10. Information recognition means for calculating the distance between the ground indicator 10 and the reference point indicator 20 by using a proportional expression based on the size of the marker 11 photographed and calculating the angle between the two points. Underground facility management system.
  3. 제1항에 있어서, The method of claim 1,
    상기 기준점 지표(20-1, 20-2, ..., 20-n)는 상기 다수의 지상지표(10-1, 10-2, ..., 10-n)에 포함된 지하시설물(200)의 정보를 포함하고 상기 지하시설물(200)과 함께 지하에 매설되는 다수의 지하지표(20-1, 20-2, ..., 20-n)이며, The reference point indicators 20-1, 20-2, ..., 20-n are underground facilities 200 included in the plurality of ground indicators 10-1, 10-2, ..., 10-n. ) And a number of underground tables (20-1, 20-2, ..., 20-n) embedded in the basement with the underground facilities 200,
    상기 사용자 단말기(30)는, The user terminal 30,
    상기 지하시설물(200)의 정보가 필요한 경우, 지하시설물(200) 관련 정보를 포함하는 상기 지상지표를 인식하는 것에 의하여 정보를 얻을 수 있으며, When the information of the underground facility 200 is needed, information can be obtained by recognizing the ground indicator including the underground facility 200 related information.
    상기 지상지표 및 지하지표를 필요에 따라 인식하고, 인식한 시점의 지상지표와 지하지표의 위치정보를 상기 위치정보 서버(50)로 전송하며, Recognize the ground indicator and the ground indicator as necessary, and transmits the location information of the ground indicator and the ground indicator at the time of recognition to the location information server 50,
    상기 위치정보 서버(50)는 상기 사용자 단말기(30)로부터 전송된 상기 지상지표와 지하지표의 위치정보를 이용하여 상기 지상지표와 지하지표의 위치변화를 탐지하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템.The location information server 50 detects a change in the location of the ground indicator and the ground indicator by using the location information of the ground indicator and the ground indicator transmitted from the user terminal 30. Underground Facility Management System.
  4. 제2항 또는 제3항에 있어서, The method according to claim 2 or 3,
    상기 다수의 지상지표(10-1, 10-2, ...10-n)와 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200)을 시공하는 때에 지하시설물 주변 지점을 계측하여 그 지점의 기반정보, 위치정보, 지형정보와 상기 지하시설물의 속성정보를 저장한 코드이거나 NFC 기반의 RFID와 같은 전자태그, 무선 랜 기반의 RTLS 태그, 와이파이 장치인 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템.The plurality of ground indicators (10-1, 10-2, ... 10-n) and reference point indicators or underground indicators (20-1, 20-2, ..., 20-n) are underground facilities (200) When constructing the construction, it measures the points around the underground facilities and stores the base information, the location information, the terrain information and the property information of the underground facilities, or the electronic tags such as NFC-based RFID, the wireless LAN-based RTLS tag, Underground facility management system using information recognition means, characterized in that the Wi-Fi device.
  5. 제2항 또는 제3항에 있어서, The method according to claim 2 or 3,
    상기 사용자 단말기(30)는 일반전화기, 스마트폰, PDA , 타블렛 PC 이며, 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)에 표시된 정보를 포함한 코드 또는 정보를 수신하여 상기 다수의 지상지표(10-1, 10-2, ...10-n)와 다수의 기준점 지표 또는 지하지표(20-1, 20-2, ..., 20-n)가 설치된 지점의 기반정보, 위치정보와 인근에 매설된 지하시설물(200)의 정보를 파악하고 통신망(40)을 통해 위치정보 서버(50)에 제공하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템.The user terminal 30 is a general telephone, a smart phone, a PDA, a tablet PC, the plurality of ground indicators (10-1, 10-2, ... 10-n) and a plurality of reference point indicators or underground indicators (20) Receiving a code or information including the information shown in -1, 20-2, ..., 20-n) and receiving the plurality of ground indicators (10-1, 10-2, ... 10-n) Understand the base information, location information of the point where the reference point indicators or underground indicators (20-1, 20-2, ..., 20-n) are installed and the information of the underground facilities 200 buried nearby and the communication network 40 Underground facility management system using information recognition means, characterized in that provided to the location information server 50 through.
  6. 제3항에 있어서, The method of claim 3,
    상기 다수의 지하지표(20-1, 20-2, ..., 20-n)는 지하시설물(200) 자체에 표시되거나 지하시설물(200)을 시공하는 때에 지하시설물(200)에 부착되거나 지하시설물 주변에 함께 지하에 매설되는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템.The plurality of underground tables 20-1, 20-2,..., 20-n are displayed on the underground facility 200 itself or attached to the underground facility 200 when the underground facility 200 is constructed. Underground facility management system using information recognition means, which is buried underground together around the facility.
  7. 제2항에 있어서, The method of claim 2,
    상기 사용자 단말기(30)는 상기 다수의 지상지표 중에서 선택된 3개의 지상지표들에 의해 형성되는 삼각면(71) 또는 상기 다수의 지상지표 중에서 선택된 2개의 지상지표와 상기 다수의 기준지표 중에서 선택된 1개의 기준점 지표(20)가 이루는 삼각면(72)에 들어오는 지하시설들은 정상위치로 확인하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. The user terminal 30 may include a triangular plane 71 formed by three ground indicators selected from the plurality of ground indicators, or two ground indicators selected from the plurality of ground indicators, and one selected from the plurality of reference indicators. Underground facilities entering the triangular surface (72) formed by the reference point indicator 20, the underground facility management system using the information recognition means, characterized in that identifying the normal position.
  8. 제2항에 있어서, The method of claim 2,
    사용자 단말기(30)에 내장된 전자나침반과 자이로미터를 이용하여 방향을 구하는것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. Underground facility management system using information recognition means, characterized in that to obtain a direction using the electronic compass and gyrometer built in the user terminal (30).
  9. 제2항에 있어서, The method of claim 2,
    상기 사용자 단말기(30)의 카메라를 이용하여 지상지표(10)와 기준점 지표(20) 사이의 거리를 계산시에 측정된 거리별 허용오차 범위를 계산하여 반영하고, 허용오차는 카메라의 성능에 따라 차이가 발생하므로 실험을 통해 허용오차를 측정하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. The distance between the ground indicator 10 and the reference point indicator 20 is calculated by using the camera of the user terminal 30 to calculate and reflect the tolerance range for each distance measured at the time of calculation, and the tolerance depends on the performance of the camera. Underground facility management system using information recognition means characterized in that the tolerance is measured through the experiment because the difference occurs.
  10. 제2항에 있어서, The method of claim 2,
    상기 지상지표(10)의 절대좌표가 상기 사용자 단말기(30)로 측정한 위치좌표 또는 수동측량, 측량기 이용, 정밀 GPS계측 등으로 측정한 위치좌표의 허용오차 범위 내에 있는 경우 상기 지상지표(10)의 위치정보는 사용자 단말기(30)의 저장공간에 저장하여 또 다른 기준점으로 사용하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. When the absolute coordinate of the ground indicator 10 is within the tolerance range of the position coordinate measured by the user terminal 30 or the position coordinate measured by manual surveying, instrumentation, precision GPS measurement, etc., the ground indicator 10 The location information of the underground facility management system using the information recognition means, characterized in that stored in the storage space of the user terminal 30 to use as another reference point.
  11. 제2항에 있어서, The method of claim 2,
    상기 기준점 지표(20)를 통해 상대위치가 검증된 지상지표(10)들은 새로운 기준점으로 사용하고, 상기 검증된 지상지표(10)를 기준점 지표(20)로 이용하여 또다른 측정점의 지상지표(10)들을 검증하면서 측정을 이어나가는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. The ground indicators 10 whose relative positions have been verified through the reference point indicator 20 are used as new reference points, and the ground indicators 10 of another measurement point are used using the verified ground indicator 10 as the reference point indicator 20. Underground facilities management system using information recognition means characterized in that continue the measurement while verifying).
  12. 제2항에 있어서, The method of claim 2,
    상기 기준점 지표(20)를 통해 상대위치가 검증된 3개의 지상지표(10)들을 연결하는 3개의 벡터 중 2개 이상이 정확한 것으로 확인되었을 경우에만 상기 3개의 지상지표(10)로 이루어진 영역만을 검증된 영역으로 판정하는 것을 특징으로 하는 정보인식수단을 이용한 지하시설물 관리시스템. Only the area consisting of the three ground indicators 10 is verified if only two or more of the three vectors connecting the three ground indicators 10 whose relative positions have been verified through the reference point indicator 20 are found to be correct. Underground facility management system using information recognition means, characterized in that the determined area.
PCT/KR2012/002453 2011-08-04 2012-04-02 Underground facility management system using information recognition means WO2013018971A1 (en)

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KR1020110077809A KR101090976B1 (en) 2011-08-04 2011-08-04 Verifying apparatus for a poition of an underground facility using a third position
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