Portable terminal, daily report creating system, method, and program
A portable terminal captures and extracts injection data from an injection machine's display to create daily reports for tunnel ground reinforcement, addressing network reliance and ensuring data integrity.
Patent Information
- Application Number
- JP2024110077
- Authority / Receiving Office
- JP · JP
- Patent Type
- Applications
- Current Assignee / Owner
- Filing Date
- 2024-07-09
- Publication Date
- 2026-01-22
AI Technical Summary
Conventional systems for creating daily construction reports in tunnel excavation rely on communication networks, which can be unreliable, and require manual creation if no network is available.
A portable terminal with an imaging unit captures and extracts data from an injection machine's display, allowing data storage and report creation independent of network connectivity.
Enables reliable data acquisition and report generation for tunnel ground reinforcement methods without relying on communication networks, simplifying equipment needs and ensuring data integrity.
Smart Images

Figure 2026010306000001_ABST
Abstract
Description
[Technical Field]
[0001] The present invention relates to a mobile terminal, a daily report creation system, a construction method, and a program. [Background technology]
[0002] One of the methods used in tunnel excavation is preliminary ground reinforcement, which involves using an injection machine to inject grout into the ground in the tunnel to reinforce the ground.A known technique for this method is to transmit data related to the grouting via a network installed at each site, and convert the received data into a daily grouting report using an information processing terminal.
[0003] For example, the construction management system disclosed in Patent Document 1 includes a measuring instrument for drilling and a measuring instrument for chemical injection. Data acquired by the measuring instrument for drilling is transmitted by a first transmission means to a cloud server via the Internet, and data acquired by the measuring instrument for chemical injection is transmitted by a second transmission means to generate predetermined data and first data authentication information. An information processing terminal receives the predetermined data and displays it on a display unit, and an authentication server receives and stores the first data authentication information. [Prior art documents] [Patent documents]
[0004] [Patent Document 1] Japanese Patent Application Laid-Open No. 2016-166529 Summary of the Invention [Problem to be solved by the invention]
[0005] In conventional systems such as that described in Patent Document 1, when creating a daily construction report, injection data related to the grouting material must be sent and received via a communication network. This posed a problem in that the reliability of communication depended on the quality of the network environment at the construction site. Furthermore, if there was no network environment at the construction site, the daily report had to be created by hand.
[0006] The present disclosure provides a technology that can acquire data related to injection for each injection hole used in a tunnel natural ground reinforcement method regardless of the communication environment. [Means for solving the problem]
[0007] The portable terminal of the present disclosure includes: A mobile terminal used in a construction method for reinforcing a ground around a tunnel by injecting an injection material into the ground using an injection machine, an imaging unit that captures an image of a display unit of the injection machine that displays data related to injection for each injection hole into which the injection material is injected; an extracting unit that extracts the data from an image of the display unit captured by the imaging unit; a storage unit that stores the data extracted by the extraction unit; Equipped with. [Effects of the Invention]
[0008] The technology disclosed herein can acquire data related to injection for each injection hole used in tunnel ground reinforcement construction methods regardless of the communication environment. [Brief explanation of the drawings]
[0009] [Figure 1] FIG. 1 is an explanatory diagram schematically illustrating a daily report creation system according to the first embodiment. [Figure 2] Figure 2 is an explanatory diagram showing the position of the injection hole when the tunnel face is viewed from the front. [Figure 3] FIG. 3 is a block diagram illustrating an example of the electrical configuration of the daily report creation system. [Figure 4] FIG. 4 is a flowchart illustrating the flow of the injection data acquisition process executed by the portable terminal. [Figure 5] FIG. 5 is a diagram showing a state in which the top page of the daily injection report management application is displayed on the display unit of the mobile terminal. [Figure 6] FIG. 6 is a diagram showing a state in which a construction information registration page is displayed on the display unit of the mobile terminal. [Figure 7]FIG. 7 is a diagram showing a state in which a construction list is displayed on the display unit of the mobile terminal. [Figure 8] FIG. 8 is a diagram showing a state in which details of a construction site are displayed on the display unit of the mobile terminal. [Figure 9] FIG. 9 is a diagram showing a state in which an injection amount registration screen is displayed on the display unit of the portable terminal. [Figure 10] FIG. 10 shows the state in which the data display screen of the injection record is displayed on the display unit of the injection machine. [Figure 11] FIG. 11 is a diagram showing a state in which a screen in the reading mode is displayed on the display unit of the portable terminal. [Figure 12] FIG. 12 is an explanatory diagram showing an image captured by a portable terminal of the data display screen of the injection record displayed on the display unit of the injection machine. [Figure 13] FIG. 13 is a diagram showing a state in which an injection amount registration screen reflecting injection data is displayed on the display unit of the portable terminal. [Figure 14] FIG. 14 is a diagram showing a state in which a file output page is displayed on the display unit of the portable terminal. [Figure 15] FIG. 15 is a flowchart illustrating the flow of the daily report creation process executed by the daily report creation device. [Figure 16] FIG. 16 is a diagram showing a state in which the page of the injection daily report creation tool is displayed on the display unit of the daily report creation device. [Figure 17] FIG. 17 is a diagram showing a state in which a folder reference command is displayed on the page of the injection daily report creation tool on the display unit of the daily report creation device. [Figure 18] FIG. 18 is a diagram showing an example of the daily injection report output by the output unit of the daily report generating device. [Figure 19] FIG. 19 is a diagram showing an example of a daily injection report including a graph output by the output unit of the daily report generating device. DETAILED DESCRIPTION OF THE INVENTION
[0010] In the following, embodiments of the present disclosure are listed and illustrated. [1] A portable terminal used in a construction method for reinforcing the ground around a tunnel by injecting grout into the ground using an injection machine, an imaging unit that captures an image of a display unit of the injection machine that displays data related to injection for each injection hole into which the injection material is injected; an extracting unit that extracts the data from an image of the display unit captured by the imaging unit; a storage unit that stores the data extracted by the extraction unit; A portable terminal comprising:
[0011] According to the configuration [1], by using a portable terminal to capture an image of the display unit of the injection machine, which displays data (data related to injection for each injection hole into which the injection material used in the tunnel ground reinforcement method is injected) using an imaging unit, the extraction unit can extract data from the captured image. The data extracted by the extraction unit can then be stored in a memory unit. Therefore, by utilizing imaging using a portable terminal, data related to injection for each injection hole used in the tunnel ground reinforcement method can be obtained regardless of the communication environment.
[0012] [2] The mobile terminal described in [1], wherein the data is used to create a daily report of the construction method.
[0013] According to the configuration of [2], data for creating a daily report on construction methods can be obtained regardless of the communication environment.
[0014] [3] A portable terminal described in [1] or [2], wherein the data includes identification information that identifies the injection hole, injection start time, injection end time, initial pressure, final pressure, and injection amount.
[0015] According to the configuration [3], it is possible to obtain the injection start time, injection end time, initial pressure, final pressure, and injection amount for each injection hole identified by the identification information.
[0016] [4] A portable terminal according to any one of [1] to [3], which can be switched between a state in which it is used while connected to a communication network and a state in which it is used without being connected to the communication network.
[0017] According to the configuration of [4], even if a portable terminal that is normally used and connected to a communication network is used, data regarding the injection hole can be obtained in an environment where connection to a communication network is not possible.
[0018] [5] A daily report creation system that creates a daily report of a construction method for reinforcing the ground around a tunnel by injecting grouting material into the ground, an injection machine for injecting the injection material; a portable terminal that acquires data relating to injection of each injection hole into which the injection material is injected from the injection machine; a daily report creation device that acquires the data from the portable terminal and creates the daily report; Equipped with The injection machine has a display unit on which the data is displayed, The portable terminal includes: an imaging unit that captures an image of the display unit; an extracting unit that extracts the data from an image of the display unit captured by the imaging unit; a storage unit that stores the data extracted by the extraction unit; A daily report creation system that has the following features.
[0019] According to the configuration of [5], by using a portable terminal to capture an image of the display unit of the injection machine, which displays data (data related to the injection of each injection hole into which the injection material used in the tunnel ground reinforcement method is injected), the extraction unit can extract data from the captured image.The data extracted by the extraction unit can then be stored in the memory unit.Therefore, by utilizing the image captured by the portable terminal, data related to the injection of each injection hole used in the tunnel ground reinforcement method can be obtained regardless of the communication environment.Then, the daily report creation device can create a daily report on the tunnel ground reinforcement method by acquiring the data from the portable terminal.
[0020] [6] A construction method for reinforcing the ground around a tunnel by injecting grout into the ground using an injection machine, an imaging unit of a portable terminal captures an image of a display unit of the injection machine, which displays data relating to injection of each injection hole into which the injection material is injected; extracting the data from an image of the display unit captured by the imaging unit; A method for creating a daily report from the extracted data.
[0021] According to the configuration of [6], by using a portable terminal to capture an image of the display unit of the injection machine, which displays data (data related to the injection of each injection hole into which the injection material used in the tunnel ground reinforcement method is injected), the extraction unit can extract data from the captured image. The data extracted by the extraction unit can then be stored in the memory unit. Therefore, by utilizing the image captured by the portable terminal, data related to the injection of each injection hole used in the tunnel ground reinforcement method can be obtained regardless of the communication environment. Then, a daily report of the tunnel ground reinforcement method can be created using the data from the portable terminal.
[0022] [7] A program to be installed in a mobile terminal used in a construction method for reinforcing a ground around a tunnel by injecting an injection material into the ground using an injection machine, On the computer, an imaging unit is used to capture an image of a display unit of the injection machine that displays data related to injection for each injection hole into which the injection material is injected; extracting the data from an image of the display unit captured by the imaging unit; A program that stores the extracted data in a storage unit.
[0023] According to the configuration of [7], by using a portable terminal to capture an image of the display unit of the injection machine, which displays data (data related to injection for each injection hole into which the injection material used in the tunnel ground reinforcement method is injected), the extraction unit can extract data from the captured image. The data extracted by the extraction unit can then be stored in the storage unit. Therefore, by utilizing the image captured by the portable terminal, data related to injection for each injection hole used in the tunnel ground reinforcement method can be obtained regardless of the communication environment.
[0024] First Embodiment 1. Configuration of daily report creation system 100 A daily report creation system 100 according to a first embodiment of the present disclosure will be described below with reference to Figures 1 to 18. The daily report creation system 100 according to the first embodiment shown in Figure 1 is an example of the daily report creation system according to the present disclosure.
[0025] The daily report creation system 100 is a system that creates a daily report of a construction method for reinforcing the natural ground 102 by injecting injection material into the natural ground 102 around a tunnel 101 (hereinafter also referred to as a natural ground reinforcement construction method). As shown in FIG. 1, the daily report creation system 100 includes an injection machine 10, a portable terminal 20, and a daily report creation device 30. The injection machine 10 is a device that injects injection material into injection holes 103 in the natural ground 102 of the tunnel 101. The portable terminal 20 acquires data related to injection for each injection hole 103 (hereinafter also referred to as injection data) from the injection machine 10. The injection data is used to create a daily report for the natural ground reinforcement construction method. The daily report creation device 30 is a device that acquires the injection data from the portable terminal 20 and creates a daily report (document) for the natural ground reinforcement construction method.
[0026] 2. Overview of ground reinforcement methods In the ground reinforcement method of the first embodiment, as shown in Fig. 1, a plurality of steel pipes (long steel pipes) 105 are driven into a face 104 of an unexcavated front ground 102 around a tunnel 101, and the steel pipes 105 are arranged in injection holes 103. Then, an injection material (ground improvement material) is injected into the steel pipes 105, and the injection material is allowed to penetrate into cracks in the surrounding ground from discharge holes 106 provided on the outer periphery of the steel pipes 105, thereby reinforcing the ground.
[0027] The internal space of the steel pipe 105 is divided into a plurality of injection zones (three injection zones 105A-105C in FIG. 1) in the longitudinal direction. The injection material is injected into each of the injection zones 105A-105C, and the injection material is discharged from each of the injection zones 105A-105C through the discharge hole 106. For example, the portions of the injection hole 103 that correspond to (overlap in the longitudinal direction) the injection zones 105A-105C, respectively, are called the red hole, the yellow hole, and the blue hole.
[0028] In this ground reinforcement method, for example, a urethane-based foaming resin such as silica resin is used as the injection material. In this case, two types of liquids A and B are mixed and injected into the ground 102 while foaming, and then hardened, thereby improving the ground 102 around the tunnel 101. Furthermore, multiple steel pipes 105 are driven into the ground 102 around the tunnel 101, extending diagonally and linearly with respect to the tunnel axis, and are arranged at intervals around the circumferential direction of the arch portion 101A of the tunnel 101, as shown in FIG. 2. For construction management purposes, the multiple steel pipes 105 are assigned hole numbers (e.g., hole numbers 1-21 in FIG. 2) in the order of their arrangement along the arch portion 101A. Furthermore, in this ground reinforcement method, for example, a steel pipe 105 is driven into every other hole, and after injection of injection material into these steel pipes 105, another steel pipe 105 is driven in between, and injection of injection material into these steel pipes 105 is then performed. The plurality of steel pipes 105 are respectively referred to as odd-numbered holes (for example, steel pipes 105 with leading hole numbers) and even-numbered holes (for example, steel pipes 105 with trailing hole numbers).
[0029] The natural ground reinforcement method of the present disclosure further includes a step of acquiring injection data by a mobile terminal 20, which will be described later, and a step of creating a daily report by a daily report creation device 30, which will be described later.
[0030] 3. Configuration of the injection machine 10 As shown in FIG. 3, the injection machine 10 has a control unit 11, a memory unit 12, an operation unit 13, a display unit 14, and an injection unit 15. The control unit 11 controls the operation of the injection machine 10. The control unit 11 is mainly configured as a microcomputer and has a CPU, etc. The memory unit 12 is configured as a memory such as a semiconductor memory. The memory unit 12 stores programs for controlling the control unit 11. The memory unit 12 stores injection data, etc. The operation unit 13 is configured to allow information to be input by user operation. The operation unit 13 is an input interface such as a mechanical switch or a touch panel. The display unit 14 is configured as an image display device such as a touch panel liquid crystal display. The display unit 14 displays data related to injection (injection data) for each injection hole 103 into which the injection material is injected.
[0031] The injection section 15 is an injection unit for pumping the grout. The injection section 15 is controlled by the control section 11. The injection section 15 has, for example, multiple sets (e.g., three sets) of pairs of injection pumps (not shown) to pump and mix two types of liquids for each of the multiple injection zones 105A-105C of each steel pipe 105. A pressure sensor (not shown) for detecting the injection pressure of the grout is provided on the discharge side of each injection pump. Furthermore, a supply source of liquid A (not shown) and a supply source of liquid B (not shown) are connected to the supply port of each injection pump. Furthermore, an insert tube 107 (see FIG. 1) inserted into the steel pipe 105 is connected to the discharge port of each injection pump. A plurality of insert tubes 107 (three in FIG. 1) are provided corresponding to the multiple injection zones 105A-105C.
[0032] The display unit 14 of the injection machine 10 displays data related to injection for each injection hole 103 (such as the injection amount and injection pressure during injection). The operation unit 13 is operated to start and stop the injection unit 15, adjust the flow rate, and perform other operations. The operation unit 13 can also be used to input a set injection amount (threshold injection amount), absolute stop pressure (threshold injection pressure), and other settings prior to injection. For example, the operation unit 13 is a touch panel screen for inputting threshold values, allowing the input of corresponding numerical values. The operation unit 13 may be configured as a mechanical switch, a voice input system, or the like, in addition to a touch panel.
[0033] 4. Configuration of the portable terminal 20 The portable terminal 20 is configured as a portable information processing terminal such as a smartphone, etc. As shown in Fig. 3, the portable terminal 20 has a control unit 21, a storage unit 22, an operation unit 23, a display unit 24, a communication unit 25, and an imaging unit 26.
[0034] The control unit 21 controls the operation of the portable terminal 20. The control unit 21 is mainly configured as a microcomputer and has a CPU, etc. The storage unit 22 is configured as a memory such as a semiconductor memory. The storage unit 22 stores a program for controlling the control unit 21. The storage unit 22 stores an application program (daily injection report management app) for creating a daily injection report. The storage unit 22 stores injection data, etc. obtained from the injection machine 10. The operation unit 23 is configured to allow information to be input by user operation. The operation unit 23 is an input interface such as a touch panel or mechanical switch. The display unit 24 is configured as an image display device such as a touch panel liquid crystal display.
[0035] The communication unit 25 is configured as a communication module capable of accessing a wide area communication network (such as a communication network like the Internet communication network) by wireless communication. The communication unit 25 is capable of communication using a communication method conforming to a known wireless communication standard such as WiFi (registered trademark) or 5G. The portable terminal 20 can be switched between a state in which it is used while connected to a communication network and a state in which it is used without being connected to a communication network.
[0036] The imaging unit 26 is configured as a camera equipped with a light-receiving sensor (e.g., a C-MOS area sensor, a CCD area sensor, etc.). The imaging unit 26 is controlled by the control unit 21 and configured to output captured image data obtained by capturing an external image to the control unit 21. The imaging unit 26 captures an image of the display unit 14 of the injection machine 10 (more specifically, the display of injection data).
[0037] 5. Configuration of daily report creation device 30 The daily report creation device 30 is configured as an information processing device such as a desktop personal computer, a notebook computer, or the like. The daily report creation device 30 may also be configured as a terminal such as a tablet or a smartphone. As shown in FIG. 3 , the daily report creation device 30 has a control unit 31, a storage unit 32, an operation unit 33, a display unit 34, an output unit 35, and a communication unit 36.
[0038] The control unit 31 controls the operation of the daily report creation device 30. The control unit 31 is mainly configured with a microcomputer and has a CPU, etc. The storage unit 32 is configured as a memory such as a semiconductor memory. The storage unit 32 stores programs for controlling the control unit 31. The storage unit 32 stores a daily report creation program for creating a daily report for the ground reinforcement method, injection data obtained from the portable terminal 20, etc. The operation unit 33 is configured to allow information to be input by user operation. The operation unit 33 is an input interface such as a keyboard, touch panel, mechanical switch, etc. The display unit 34 is configured as an image display device such as a liquid crystal display.
[0039] The output unit 35 is configured as a known printing device such as a printer, etc. The output unit 35 is capable of outputting (printing) a daily report of the natural ground reinforcement method.
[0040] The communication unit 36 is configured as, for example, a communication module capable of communicating with the portable terminal 20 via wired communication or wireless communication. The communication unit 36 may be configured as, for example, a communication module capable of communicating with the portable terminal 20 in accordance with the wireless communication standard of Bluetooth (registered trademark). Note that the daily report creation device 30 may be configured to exchange injection data with the portable terminal 20 via various storage media such as a USB memory (registered trademark) or an SD card (registered trademark) without going through the communication unit 36.
[0041] 6. Step of acquiring injection data using the portable terminal 20 The process of acquiring injection data by the portable terminal 20 will be described with reference to Figs. 4 to 13. Fig. 4 is a flowchart illustrating the flow of the process of acquiring injection data executed by the portable terminal 20. Control in the flowchart shown in Fig. 4 is executed by the control unit 21 of the portable terminal 20.
[0042] An application program (daily injection report management app) for creating daily injection reports is installed on the portable terminal 20. The daily injection report management app is a program that can execute the control described below (at least steps S2-S6 in FIG. 4). When the daily injection report management app is launched on the portable terminal 20, the top page of the app as shown in FIG. 5 is displayed on the display unit 14. Pressing the "Register construction information" button on the top page takes you to the construction information registration page shown in FIG. 6. Next, enter information such as the name of the project, the injection machine model, the chemical solution used, and the construction method. Once you have completed entering the information, press the "Register" button to register the conditions (step S1 in FIG. 4).
[0043] Once you have finished registering the conditions, you will return to the top page, and then press the "Injection Record" button on the top page as shown in Figure 5. When you press the "Injection Record" button, a list of registered construction projects (construction names) will be displayed as shown in Figure 7, so select the construction project (construction name) for which you want to create a daily report. When a construction project is selected, the registered data for each construction location will be displayed, so select the data item (construction location) for which you want to read the image.
[0044] For example, as shown in Figure 8, details of the construction location are displayed. Details of the construction location can be selected between odd-numbered holes and even-numbered holes. When an odd-numbered hole is selected, detailed information for each injection hole 103 included in the odd-numbered holes is displayed. When an even-numbered hole is selected, detailed information for each injection hole 103 included in the even-numbered holes is displayed. Pressing the pencil button B1 in the upper right corner of the display unit 14 will take you to the injection amount registration screen shown in Figure 9. The injection amount registration screen displays the registration status of various data for each injection hole 103. Pressing the camera button B2 in the upper right corner of the display unit 14 will switch to reading mode as shown in Figure 11.
[0045] The portable terminal 20 is switched to the reading mode, and the injection machine 10 is operated to display on the display unit 14 a data display screen of the injection record for creating a daily report as shown in FIG. 10. On the data display screen, for example, for each injection hole 103 (hole number), identification information for identifying the injection hole 103, the total injection amount, the injection start time, and the injection end time are displayed in positions corresponding to the display position of the display name. Specifically, the identification information of the injection hole 103 is displayed in the item name columns for the red hole, yellow hole, and blue hole described below. For example, "Red Hole No. 1" corresponds to the red hole of the injection hole 103 with hole number "1." Also, specifically, the value of the total injection amount is displayed adjacent to (below adjacent to) the words "Total Injection Amount," the injection start time is displayed adjacent to (below adjacent to) the words "Start Time," and the injection end time is displayed adjacent to (below adjacent to) the words "End Time."
[0046] Furthermore, the data display screen displays values such as flow rate, various injection pressures (Liquid A pressure, Liquid B pressure, absolute stop pressure, stop pressure, initial pressure, final pressure, etc.), various injection volumes (injection volume, set injection volume, cumulative injection volume, etc.) for each part (red hole, yellow hole, blue hole) that makes up injection hole 103 (for each hole number) in positions corresponding to the display positions of the display names. Specifically, the numerical values corresponding to each item are displayed in a matrix format with red holes, yellow holes, and blue holes as columns and various injection pressures and various injection volumes as rows. For example, the flow rate of red hole No. 1 is displayed as a numerical value in the columns (second from the left and second from the top) corresponding to the item names "Red Hole No. 1" and "Flow Rate."
[0047] Imaging in the reading mode on portable terminal 20 (step S2) is performed, for example, by pressing button B3 located at the bottom center of display unit 14. After capturing an image using imaging unit 26, portable terminal 20 uses its OCR function to extract letters and numbers (the letters and numbers enclosed in a thin-lined rectangle shown in FIG. 12) from the captured image (see FIG. 12) on the data display screen displayed on display unit 14 of injection machine 10 (step S3). From the letters and numbers extracted using the OCR function, the following data are further extracted as read data (injection data): identification information identifying injection hole 103, total injection volume, injection start time, injection end time, flow rate for each of the components (red hole, yellow hole, blue hole) that make up injection hole 103, various injection pressures (fluid A pressure, fluid B pressure, absolute stop pressure, stop pressure, initial pressure, final pressure, etc.), various injection volumes (injection volume, set injection volume, cumulative injection volume, etc.). Each item is associated with the corresponding numerical value and extracted. For example, the character data "flow speed of red hole" and the numerical value of the flow speed of the red hole are associated and extracted.
[0048] Control unit 21 of portable terminal 20 corresponds to an example of the “extraction unit” of the present disclosure, and functions to extract injection data from the image of display unit 14 of injection machine 10 captured by imaging unit 26.
[0049] The display screen of the display unit 14 of the injection machine 10 is preferably configured to display white letters and numbers on a black background, which is expected to improve the accuracy of analysis (extraction accuracy) of letters and numbers by the control unit 21 of the portable terminal 20.
[0050] After the read data is extracted, the numerical values within the range enclosed by the thin-lined rectangle on the injection amount registration screen shown in FIG. 13 are displayed as authentication data (read data) (step S4). The user can check the authentication data and manually correct any deficiencies by operating the operation unit 23 (step S5). Pressing the "Register" button located at the bottom center of the display unit 14 shown in FIG. 13 (step S6) confirms the numerical values, and various data (injection data) are added to the screen displaying the details of the construction location shown in FIG. 8. The injection data includes, for example, the total injection amount (total injection amount), injection start time, injection end time, and injection time (calculated from the injection start time and injection end time) for each identification information (hole number) of the injection hole 103, as well as the injection amount and pressure range (range from initial pressure to final pressure) for each part (red hole, yellow hole, blue hole) that makes up the injection hole 103. By repeating the above steps (steps S2-S6), injection data is registered for all injection holes 103 at all construction locations. Specifically, each item and the numerical value indicated by that item are associated with each other and stored in the storage unit 22. For example, the text data of "flow speed of red hole" and the numerical value of the flow speed of the red hole are associated with each other and stored in the storage unit 22.
[0051] After injection into all injection holes 103 at all construction positions is complete (step S7) and all injection data has been registered, the user returns to the top page of the app shown in Figure 5 and presses the "File Output" button (step S8). This displays the file output page shown in Figure 14. The user selects the name of the construction project for which a daily report is to be created and presses the "File Output" button. The injection data for each injection hole 103 at all construction positions is saved (stored) in memory unit 22 in a specific folder (storage area) within mobile terminal 20 (step S9). The injection data can be saved in a file format such as CSV or XLSM.
[0052] The storage unit 22 of the portable terminal 20 corresponds to an example of the "storage unit" of the present disclosure, and functions to store the extracted injection data.
[0053] 7. Daily report creation process using daily report creation device 30 The daily report creation process by the daily report creation device 30 will be described with reference to Figures 15 to 19. Figure 15 is a flowchart illustrating the flow of the daily report creation process executed by the daily report creation device 30.
[0054] The injection data stored in the portable terminal 20 (injection data for each injection hole 103 at all construction positions that can be identified by the construction name) is transferred to the daily report creation device 30 either online (via a communication interface) or offline (via a recording medium) (step S11 in FIG. 15). The daily report creation device 30 may also acquire the injection data by downloading it from the portable terminal 20, which has been uploaded to a server (such as a cloud server).
[0055] A software program (injection daily report creation tool) for creating a daily injection report is installed in the daily report creation device 30. When the daily injection report creation tool is launched on the daily report creation device 30, a software page such as that shown in FIG. 16 is displayed on the display unit 34. When the "Create Daily Report" button is pressed (step S12), a "Browse Folder" command such as that shown in FIG. 17 appears, and the user selects the injection data transferred from the mobile terminal 20 (injection data for each injection hole 103 at all construction positions that can be identified by the construction name) and presses the "OK" button with the data selected. Then, an injection daily report (daily report for the ground reinforcement method) such as that shown in FIGS. 18 and 19 is created within the daily report creation tool (step S13). This daily report can be saved (stored) in the memory unit 32 in a specific file format (CSV format, XLSM format, etc.) and can also be printed from the output unit 35.
[0056] For example, the daily injection report shown in Figure 18 lists values such as the injection amount and injection pressure for each injection hole (each hole number) - red hole, yellow hole, and blue hole, injection time, total injection amount, etc. Also, the daily injection report shown in Figure 19 lists a graph showing the injection amount for each injection hole (each hole number) - red hole, yellow hole, and blue hole.
[0057] 8. Effects of the First Embodiment The portable terminal 20 of the first embodiment is used in a construction method for reinforcing the natural ground 102 by using an injection machine 10 to inject injection material into the natural ground 102 around a tunnel 101. The portable terminal 20 includes an imaging unit 26 that captures an image of the display unit 14 of the injection machine 10, which displays data related to injection for each injection hole 103 into which the injection material is injected, a control unit (extraction unit) 21 that extracts data (injection data) from the image of the display unit 14 captured by the imaging unit 26, and a memory unit 22 that stores the extracted data.
[0058] According to this configuration, the imaging unit 26 of the portable terminal 20 is used to capture an image of the display unit 14 of the injection machine 10, which displays injection data (data related to injection for each injection hole 103 into which the injection material used in the natural ground reinforcement method for the tunnel 101 is injected), and the control unit 21 can extract the injection data from the captured image. The injection data extracted by the control unit 21 can then be stored in the memory unit 22. Therefore, by utilizing the imaging by the portable terminal 20, the injection data related to injection for each injection hole 103 used in the natural ground reinforcement method for the tunnel 101 can be obtained regardless of the communication environment. Furthermore, there is no need to provide a separate communication network environment (such as an internet environment), which simplifies the equipment used.
[0059] The data acquired by the mobile terminal 20 of the first embodiment is used to create a daily report on the natural ground reinforcement method. According to this configuration, the data for creating a daily report on the natural ground reinforcement method can be acquired regardless of the communication environment.
[0060] The data acquired by portable terminal 20 of the first embodiment includes identification information for identifying injection hole 103, the injection start time, the injection end time, the initial pressure, the final pressure, and the injection amount. With this configuration, it is possible to acquire the injection start time, the injection end time, the initial pressure, the final pressure, and the injection amount for each injection hole 103 identified by the identification information.
[0061] Portable terminal 20 of the first embodiment can be switched between a state in which it is used while connected to a communications network and a state in which it is used without being connected to a communications network. With this configuration, even portable terminal 20 that is normally used while connected to a communications network can obtain data related to injection hole 103 in an environment in which it cannot be connected to a communications network.
[0062] The daily report creation system 100 of the first embodiment creates a daily report for a construction method of reinforcing natural ground 102 by injecting a grouting material into the natural ground 102 around a tunnel 101. The daily report creation system 100 includes an injection machine 10 that injects grouting material, a portable terminal 20 that acquires data (injection data) related to the injection of each injection hole 103 into which the grouting material is injected from the injection machine 10, and a daily report creation device 30 that acquires the injection data from the portable terminal 20 and creates a daily report. The injection machine 10 has a display unit 14 on which the injection data is displayed. The portable terminal 20 has an imaging unit 26 that captures an image of the display unit 14, a control unit 21 that extracts the injection data from an image of the display unit 14 captured by the imaging unit 26, and a storage unit 22 that stores the injection data extracted by the control unit 21. With this configuration, the daily report creation device 30 can create a daily report for the natural ground reinforcement construction method for the tunnel 101 by acquiring the injection data from the portable terminal 20.
[0063] The construction method of the first embodiment is a construction method in which an injection machine 10 injects injection material into the natural ground 102 around a tunnel 101 to reinforce the natural ground 102. In this construction method, the imaging unit 26 of the portable terminal 20 captures an image of the display unit 14 of the injection machine 10, which displays data related to injection (injection data) for each injection hole 103 into which the injection material is injected, and the injection data is extracted from the image of the display unit 14 captured by the imaging unit 26, and a daily report is created from the extracted injection data. With this configuration, a daily report of the natural ground reinforcement method for the tunnel 101 can be created from the portable terminal 20 using the injection data.
[0064] The program of the first embodiment is a program installed in a portable terminal 20 used in a construction method for reinforcing the natural ground 102 around a tunnel 101 by injecting a grouting material into the natural ground 102 using an injection machine 10. This program causes a computer (control unit 21) of the portable terminal 20 to use an imaging unit 26 to capture an image of the display unit 14 of the injection machine 10, which displays data (injection data) related to injection of the grouting material into each injection hole 103 into which the grouting material is injected, extract the injection data from the image of the display unit 14 captured by the imaging unit 26, and store the extracted injection data in a memory unit 22. According to this configuration, by utilizing the imaging by the portable terminal 20, it is possible to obtain the injection data related to injection into each injection hole 103 used in the natural ground reinforcement construction method for the tunnel 101 regardless of the communication environment.
[0065] <Other embodiments> The present invention is not limited to the embodiments described above and illustrated in the drawings, and the following embodiments are also included within the technical scope of the present invention. Furthermore, the various features of the above-mentioned embodiments and the embodiments to be described later may be combined in any manner as long as they are not contradictory.
[0066] In the first embodiment, when the portable terminal 20 extracts injection data from the captured image, if each item (character data) and the numerical value indicated by that item are in a corresponding positional relationship (e.g., adjacent positional relationship), they are extracted in correspondence with each other. However, for example, a numerical value at a predetermined position in the captured image, based on a predetermined position (e.g., a frame line), may be extracted as a numerical value indicating the predetermined item. For example, a numerical value in the upper right column of the captured image may be extracted as a numerical value of the flow rate of the blue hole. [Explanation of symbols]
[0067] 10: Injection machine 11: Control section 12: Storage section 13: Control section 14: Display section 15: Injection part 20: Portable devices 21: Control unit (extraction unit) 22: Storage section 23: Control section 24: Display section 25: Communications Department 26: Imaging unit 30: Daily report creation equipment 31: Control section 32: Storage section 33: Control section 34: Display section 35: Output section 36: Communications Department 100: Daily report creation system 101: Tunnel 101A: Arch 102: Natural Ground 103: Injection hole 104: Cutting Edge 105: Steel pipe 105A-105C: Injection area 106: Discharge hole 107: Insert tube
Claims
1. A mobile terminal used in a construction method for reinforcing a ground around a tunnel by injecting an injection material into the ground using an injection machine, an imaging unit that captures an image of a display unit of the injection machine that displays data related to injection for each injection hole into which the injection material is injected; an extracting unit that extracts the data from an image of the display unit captured by the imaging unit; a storage unit that stores the data extracted by the extraction unit; A portable terminal comprising:
2. The mobile terminal according to claim 1 , wherein the data is used to create a daily report of the construction method.
3. 3. The portable terminal according to claim 1, wherein the data includes identification information for identifying the injection hole, an injection start time, an injection end time, an initial pressure, a final pressure, and an injection amount.
4. 3. The mobile terminal according to claim 1, wherein the mobile terminal is switchable between a state in which the mobile terminal is used while connected to a communication network and a state in which the mobile terminal is used without being connected to the communication network.
5. A daily report creation system that creates a daily report of a construction method for reinforcing ground around a tunnel by injecting grouting material into the ground, an injection machine for injecting the injection material; a portable terminal that acquires data relating to injection of each injection hole into which the injection material is injected from the injection machine; a daily report creation device that acquires the data from the portable terminal and creates the daily report; Equipped with The injection machine has a display unit on which the data is displayed, The portable terminal includes: an imaging unit that captures an image of the display unit; an extracting unit that extracts the data from an image of the display unit captured by the imaging unit; a storage unit that stores the data extracted by the extraction unit; A daily report creation system that has the following features.
6. A construction method in which an injection material is injected into the ground around a tunnel using an injection machine to reinforce the ground, an imaging unit of a portable terminal captures an image of a display unit of the injection machine, which displays data relating to injection of each injection hole into which the injection material is injected; extracting the data from an image of the display unit captured by the imaging unit; A method for creating a daily report from the extracted data.
7. A program to be installed in a mobile terminal used in a construction method for reinforcing ground around a tunnel by injecting grouting material into the ground using an injection machine, On the computer, an imaging unit is used to capture an image of a display unit of the injection machine that displays data related to injection for each injection hole into which the injection material is injected; extracting the data from an image of the display unit captured by the imaging unit; A program that stores the extracted data in a storage unit.
Citation Information
Patent Citations
Construction management system and method for chemical feeding method
JP2016166529A