JP2014020143A - Bar arrangement inspection support system and bar arrangement inspection support method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a bar arrangement inspection support system and a bar arrangement inspection support method in which, even when the arrangement of bars is changed, an appropriate list chart can be identified from job site photographs.SOLUTION: In the case where the arrangement of reinforcing-bars of a structural member is changed by occurrence of interference of the reinforcing-bars, when creating a member bar arrangement chart relating to that structural member, a bar arrangement inspection support server 2 newly generates member bar arrangement chart identification information for identifying a corrected member bar arrangement chart, and then reads job site photographs including the structural member on a construction job site and member bar arrangement chart information relating to that structural member. The bar arrangement inspection support server 2 also identifies a member bar arrangement chart relating to the structural member included in the job site photographs on the basis of the member bar arrangement chart identification information included in the job site photographs (S802). An inspector client 3 creates an inspection document including this identified member bar arrangement chart and the job site photographs (S706) and displays this document (S707).

Description

  The present invention relates to a bar arrangement inspection support system and a bar arrangement inspection support method for supporting bar arrangement inspection in construction or civil engineering work.

  Inspection of bar arrangements in construction or civil engineering works is performed by an inspector comparing and comparing the bar arrangement diagram showing the arrangement status of each component, such as a list diagram, with the actual construction situation. Yes. In this inspection, the bulletin board handwritten with the date of inspection and the actual construction situation are photographed together, and the on-site photo and the arrangement diagram obtained thereby are associated with each structural member and are inspected. Are summarized in Since the site photographs are taken for each structural member, the number is generally enormous. For this reason, it takes a long time to associate the on-site photo with the bar arrangement diagram, which requires a lot of work, and various techniques for supporting this have been proposed.

  For example, in Patent Document 1, a structural member actually constructed at a construction site and a bulletin board on which identification information for identifying the structural member and a confirmation photo number for identifying a site photograph are handwritten are photographed together. And the quality inspection system of the frame construction which links the field photograph obtained by this and the reinforcement arrangement concerning the structural member contained in the field photograph is disclosed. In this quality inspection system, the identification information and the confirmation photo number included in the on-site photo are read, and the identification information and the confirmation photo number are linked to associate the on-site photo with the structural member included in the on-site photo. Yes. Thereby, it is possible to specify a bar arrangement diagram related to the structural member included in the on-site photograph, and to easily create an inspection form.

Japanese Patent No. 4310512

  By the way, when interference of a reinforcing bar occurs at the construction site in actual construction, it is necessary to change the reinforcing bar arrangement because the reinforcing bar cannot be installed as it is. In such a case, the actual arrangement of the bar arrangement is different from the bar arrangement in the arrangement chart prepared in advance. Therefore, in the conventional quality inspection system described above, the on-site photo and the arrangement diagram showing different arrangements. Are associated with each other, and there is a problem that an appropriate inspection cannot be performed.

  The present invention has been made in view of such circumstances, and a main object thereof is to provide a bar arrangement inspection support system and a bar arrangement inspection support method that can solve the above-described problems.

  In order to solve the above-described problem, a bar arrangement inspection support system according to one aspect of the present invention is a member arrangement diagram showing the arrangement of reinforcing bars in a structural member of a building structure, and for specifying the member arrangement diagram. A member related to the structural member stored in the storage unit when the arrangement of the reinforcing bar in the structural member is changed due to the interference of the reinforcing bar and the storage unit that stores the member arrangement diagram specific information Member arrangement diagram specifying information generating means for newly generating member arrangement diagram specifying information for specifying the corrected member arrangement diagram when the arrangement diagram is corrected, and specifying the member arrangement diagram According to the member arrangement diagram specifying information storage means for storing the member arrangement diagram specifying information generated by the information generation means in the storage unit, the structural member at the construction site, and the structural member stored in the storage unit Member arrangement diagram specific information Included in the on-site photo based on the on-site photo reading means for reading the on-site photo when the included on-site photo is taken, and the member arrangement diagram specifying information included in the on-site photo read by the on-site photo reading means A member arrangement diagram specifying means for specifying a member arrangement diagram related to the structural member from the storage unit, and an output means for outputting the member arrangement diagram specified by the field photograph and the member arrangement diagram specifying means. Prepare.

  In this aspect, the two-dimensional code generating means for generating the two-dimensional code representing the member arrangement diagram specifying information and the two-dimensional code generated by the two-dimensional code generating means can be photographed together with the structural member at the construction site. Two-dimensional code output means for outputting the two-dimensional code, and the two-dimensional code that reads the two-dimensional code included in the field photograph read by the field photograph reading means and acquires the member arrangement diagram specific information represented by the two-dimensional code The member arrangement diagram specifying unit may further include a code reading unit, and the member arrangement diagram specifying unit may be configured to specify a member arrangement diagram based on the member arrangement diagram specifying information read by the two-dimensional code reading unit. Good.

  Moreover, in this aspect, the interference detection means for detecting the interference of the reinforcing bars based on the entire reinforcing bar arrangement diagram showing the arrangement of the reinforcing bars in the building structure, and the arrangement of the reinforcing bars of the interference portion detected by the interference detection means are changed. Interference resolving means, member rebar diagram creating means for creating a member rebar diagram relating to a structural member whose arrangement of reinforcing bars has been changed by the interference resolving means, and member rebar arrangement created by the member rebar diagram creating means It may further comprise member arrangement diagram storage means for storing the figure in the storage unit.

  Further, in this aspect, the storage unit stores an interference cancellation rule for canceling the interference of the reinforcing bar, and the interference cancellation unit is configured to reinforce the reinforcing bar based on the interference cancellation rule stored in the storage unit. You may be comprised so that arrangement | positioning may be changed.

  Further, in this aspect, interference cancellation is determined based on interference information output means for outputting interference information indicating interference of reinforcing bars detected by the interference detection means, and interference information output by the interference information output means. An interference cancellation rule reception unit that receives a rule setting input, and the interference cancellation unit is configured to change the arrangement of the reinforcing bars based on the interference cancellation rule received by the interference cancellation rule reception unit. It may be.

  Further, in this aspect, the apparatus further includes an approval receiving unit that receives an approval for a change in the arrangement of the reinforcing bars by the interference canceling unit, and the member arrangement drawing creation unit receives an approval for a change in the arrangement of the reinforcing bars by the approval receiving unit. It may be configured to create a member arrangement diagram when accepted.

  Further, in this aspect, the member arrangement diagram specifying information is member identification information allocated to each structural member having the same arrangement of reinforcing bars, and the storage unit includes a member arrangement diagram and the member arrangement diagram. Member identification information allocated to the structural member is stored in association with each other, and the member arrangement diagram specifying means specifies the member arrangement diagram stored in association with the member identification information from the storage unit. It may be configured to.

  Moreover, the reinforcement arrangement | positioning test | inspection assistance method of the one aspect | mode of this invention is the member arrangement | positioning figure which shows arrangement | positioning of the reinforcing bar in the structural member of a building structure, and the member arrangement | positioning figure specific information for specifying the said member arrangement figure A bar arrangement inspection support method for supporting bar arrangement inspection using a computer system comprising a storage unit for storing and a control unit, wherein the control unit has a structure of a building structure due to interference of reinforcing bars. The member arrangement for specifying the modified member arrangement diagram when the arrangement of reinforcing bars in the member is changed and a member arrangement diagram showing the arrangement of reinforcing bars of the structural member is created It includes a step of newly generating figure specifying information, a step of storing the generated member arrangement diagram specifying information in the storage unit, a structural member at the construction site, and member arrangement diagram specifying information relating to the structural member A field photo was taken In addition, based on the step of reading the site photo and the member arrangement diagram specifying information included in the read site photo, the member arrangement diagram related to the structural member included in the site photo is specified from the storage unit. And a step of outputting the specified member arrangement diagram and the on-site photograph.

  In this aspect, the control unit detects the interference of the reinforcing bars based on the overall arrangement diagram showing the arrangement of the reinforcing bars in the building structure, and the step of changing the arrangement of the reinforcing bars of the detected interference portion; You may further have the step which creates the member arrangement | positioning figure which concerns on the structural member in which arrangement | positioning was changed, and memorize | stores the produced member arrangement | positioning figure in the said memory | storage part.

  According to the bar arrangement inspection support system and the bar arrangement inspection support method according to the present invention, even when the bar arrangement is changed, an appropriate arrangement diagram is specified based on information included in the field photograph. Therefore, an inspection form useful as an inspection report can be easily created.

The schematic diagram which shows the whole structure of the bar arrangement inspection assistance system which concerns on embodiment of this invention. The block diagram which shows the structure of the bar arrangement inspection assistance server which concerns on embodiment of this invention. The schematic diagram which shows an example of a structural member information table. The schematic diagram which shows an example of a member code | symbol information table. The schematic diagram which shows an example of an interference cancellation rule table. The schematic diagram which shows an example of an interference information table. The block diagram which shows the structure of the client for inspectors which concerns on this Embodiment. The block diagram which shows the structure of the client for structural designers concerning this Embodiment. The flowchart which shows the procedure of the 1st interference cancellation process performed with the reinforcement inspection support system which concerns on this Embodiment. The schematic diagram which shows the example of a screen of an interference cancellation rule input screen. The schematic diagram which shows an example of the drawing data produced in the 1st interference cancellation process. The schematic diagram which shows an example of the result table output in the interference cancellation process which concerns on this Embodiment. The flowchart which shows the procedure of the 2nd interference cancellation process performed with the reinforcement arrangement | positioning inspection assistance system which concerns on this Embodiment. The schematic diagram which shows an example of the drawing data produced in the 2nd interference cancellation process. The flowchart which shows the procedure of the list figure preparation process performed with the reinforcement arrangement | positioning inspection assistance system which concerns on this Embodiment. The schematic diagram which shows an example of the list figure produced by list figure creation processing. The flowchart which shows the procedure of the two-dimensional code production | generation process performed with the reinforcement arrangement | positioning inspection assistance system which concerns on this Embodiment. The schematic diagram which shows the usage method of the two-dimensional code which concerns on this Embodiment. The flowchart which shows the procedure of the test | inspection form creation assistance process performed with the reinforcement arrangement | positioning examination assistance system which concerns on this Embodiment. The schematic diagram which shows an example of the inspection form output in the inspection form preparation assistance process which concerns on this Embodiment.

  Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings. In the following, a person who designs reinforcements in a building structure and confirms the conformity of the design to the structural relationship rules is a structural designer, and the arrangement of reinforcements based on the design by the structural designer at the construction site. Each person who inspects whether or not has been made is referred to as an inspector.

[Configuration of reinforcement inspection support system]
FIG. 1 is a schematic diagram showing an overall configuration of a bar arrangement inspection support system 1 according to the present embodiment. The bar arrangement inspection support system 1 is used to support the creation of an inspection form in the bar arrangement inspection. This bar arrangement inspection support system 1 is a client server system using an information network such as the Internet or an intranet, and includes a bar arrangement inspection support server 2, an inspector client 3, and a structural designer client 4. Yes. The bar arrangement inspection support server 2, the inspector client 3, and the structural designer client 4 are connected to each other via an information network NTW so that data communication is possible.

<Configuration of reinforcement inspection support server 2>
FIG. 2 is a block diagram showing the configuration of the bar arrangement inspection support server 2 according to the present embodiment. The bar arrangement inspection support server 2 is realized by a computer 2a. As shown in FIG. 2, the computer 2 a includes a main body 21, an image display unit 22, and an input unit 23. The main body 21 includes a CPU 21a, ROM 21b, RAM 21c, hard disk 21d, reading device 21e, input / output interface 21f, communication interface 21g, and image output interface 21h. These CPU 21a, ROM 21b, RAM 21c, hard disk 21d, and reading device 21e. The input / output interface 21f, the communication interface 21g, and the image output interface 21h are connected by a bus 21j.

  The CPU 21a can execute a computer program loaded in the RAM 21c. When the CPU 21a executes the computer program 24a for the bar arrangement inspection support server 2, the computer 2a functions as the bar arrangement inspection support server 2.

  The ROM 21b is configured by a mask ROM, PROM (Programmable ROM), EPROM (Erasable PROM), EEPROM (Electrically Erasable PROM), or the like, in which computer programs executed by the CPU 21a, data used for the same, and the like are recorded. .

  The RAM 21c is configured by SRAM, DRAM, or the like. The RAM 21c is used to read various computer programs recorded on the hard disk 21d. The RAM 21c is used as a work area for the CPU 21a when the CPU 21a executes a computer program.

  The hard disk 21d is installed with various computer programs to be executed by the CPU 21a, such as an operating system and application programs, and data used for executing the computer programs. The computer program 24a for the bar arrangement inspection support server 2 is also installed in the hard disk 21d.

  The reading device 21e is configured by a flexible disk drive, a CD-ROM drive, a DVD-ROM drive, or the like, and can read a computer program or data recorded on the portable recording medium 24. The portable recording medium 24 stores a computer program 24a for causing the computer to function as the reinforcement placement support server 2. The computer 2a reads the computer program 24a from the portable recording medium 24, and the computer program 24a can be installed in the hard disk 21d.

  The computer program 24a is not only provided by the portable recording medium 24, but also from an external device that is communicably connected to the computer 2a through an electric communication line (whether wired or wireless) through the electric communication line. It is also possible to provide. For example, the computer program 24a can be stored in the hard disk of a server computer on the Internet, and the computer 2a can access the server computer to download the computer program 24 and install it on the hard disk 21d.

  In addition, a multitask operating system such as Windows (registered trademark) manufactured and sold by US Microsoft Co. is installed in the hard disk 21d. In the following description, it is assumed that the computer program 24a according to the first embodiment operates on this operating system.

  The hard disk 21d has a drawing information database (DB) 24b for storing architectural CAD data and various data accompanying it, and a two-dimensional code information database (two-dimensional code information database for storing two-dimensional codes representing member codes of each structural member). DB) 24c is provided. The data accumulated in the drawing information DB 24b is, for example, data in DXF format, DWG format, JWC format, etc., and floor plan, ceiling plan, detail layout diagram showing the arrangement of the entire building structure, and The data includes various plan views such as detailed plan views, list diagrams showing specifications such as cross sections of the structural members, and various cross sectional views and elevation views. The CAD data stored in the drawing information DB 24b may be any two-dimensional or three-dimensional CAD data. The data stored in the two-dimensional code information DB 24c includes, for example, image data in JPEG format, GIF format, PNG format, etc., and data representing a two-dimensional code such as QR code (registered trademark).

  Furthermore, the hard disk 21d stores a structural member information table 201, a member code information table 202, an interference elimination rule table 203, and an interference information table 204. Details of these tables will be described later.

  The input / output interface 21f is, for example, a serial interface such as USB, IEEE1394, or RS-232C, a parallel interface such as SCSI, IDE, or IEEE1284, an analog interface including a D / A converter, an A / D converter, or the like. It is configured. An input unit 23 including a keyboard and a mouse is connected to the input / output interface 21f, and the user can input data to the computer 2a by using the input / output unit 23.

  The communication interface 21g is an Ethernet (registered trademark) interface. The communication interface 21g is connected to the inspector clients 3, 3,... Via the information network NTW. The computer 2a transmits / receives data to / from the inspector clients 3, 3,... Connected to the information network NTW using a predetermined communication protocol by the communication interface 21g.

  The image output interface 21h is connected to an image display unit 22 composed of an LCD, a CRT, or the like, and outputs a video signal corresponding to the image data given from the CPU 21a to the image display unit 22. The image display unit 22 displays an image (screen) according to the input video signal.

  Next, details of each of the structural member information table 201, the member code information table 202, the interference cancellation rule table 203, and the interference information table 204 described above will be described.

(A) Structural member information table 201
FIG. 3 is a schematic diagram illustrating an example of the structural member information table 201. The structural member information table 201 is a table in which information related to a structural member such as a column or a beam is stored. As shown in FIG. 3, the structural member information table 201 includes a member ID field 201a for storing a member ID for identifying a structural member, a member code field 201b for storing a member code indicating the type of the structural member, and each structure. It includes a member position field 201c for storing information indicating the position of the member, and a two-dimensional code address field 201d for storing an address for accessing a two-dimensional code representing the member code of each structural member.

  In FIG. 3, the member code field 201b stores a value such as “C1” or “G3”. This value is a code for identifying the type and the like of each structural member, and is defined by a member code information table 202 described later. A value such as “X1-Y3” or “X1-X3, Y2” is stored in the member position field 201c. This value represents the intersection of the cores. In the present embodiment, in drawings such as detailed bar arrangement diagrams showing the bar arrangement of the entire building structure, the cores arranged side by side in the X-axis direction are represented by “Xi”, and X1, X2, X3,. , Xn are assigned. The cores arranged side by side in the Y-axis direction are represented by “Yj”, and values Y1, Y2, Y3,. The positions of the structural members can be specified by designating the respective cores in the X-axis direction and the Y-axis direction allocated in this way. For example, for a structural member such as a column disposed at the intersection of the cores, a value such as “X1-Y3” is stored in the member position field 201c. This value is a value indicating the intersection of the core “X1” and the core “Y3”, and the position of the structural member can be specified by this value. On the other hand, for a structural member such as a beam or wall disposed between the intersections of the cores, values such as “X1, Y3-Y5” are stored in the member position field 201c. This value indicates that the structural member is located between the intersection of the street core “Y3” and the intersection of the street core “Y5” on the street core “X1”.

  In the two-dimensional code address field 201d, a local path "D: \ ..." is stored. As a result, it is understood that the two-dimensional code data is stored in “D: \...”, And by accessing this address, the two-dimensional code data related to each structural member can be referred to. In the present embodiment, a local path is used as an address, but information in another format such as a URL (Uniform Resource Locator) or a URI (Uniform Resource Identifier) may be used.

(B) Member code information table 202
FIG. 4 is a schematic diagram illustrating an example of the member code information table 202. The member code information table 202 is a table in which member code information related to member codes is stored. As shown in FIG. 4, the member code information table 202 has a member code field 202a for storing a member code allocated for each type of structural member, and a list diagram for storing an address for accessing a list for each member code. And an address field 202b.

  The member code field 202a stores a value for identifying the type of structural member such as “C1”. These values are values obtained by combining an alphabetic code for identifying the type of each structural member and a serial number assigned to each type. Specifically, when the structural member is a pillar, C is assigned as an alphabetic code. In addition, G is assigned when the structural member is a large beam, B is assigned when it is a small beam, W is assigned when it is a wall, and S is assigned when it is a floor. The serial number is assigned based on the bar arrangement of each structural member. Specifically, each structural member included in the detailed bar arrangement diagram is compared for each type, and a serial number is assigned to each structural member having a different bar arrangement. Therefore, in the structural member information table 201, when there are a plurality of structural members having the same bar arrangement, the same member code is stored in the member code field 201b of each structural member.

  The list diagram address field 202b stores a local path "D: \ ...". As a result, it can be seen that the list diagram is stored in “D: \...”, And by accessing this address, it is possible to refer to the list diagram of the structural members indicated by the respective member codes. In the present embodiment, a local path is used as an address, but information in another format such as a URL (Uniform Resource Locator) or a URI (Uniform Resource Identifier) may be used.

  The information stored in the member code information table 202 is automatically registered based on the information included in the detailed arrangement diagram when the detailed arrangement diagram to be processed is read.

(C) Interference cancellation rule table 203
FIG. 5 is a schematic diagram illustrating an example of the interference cancellation rule table 203. The interference cancellation rule table 203 is a table in which an interference cancellation rule, which is a rule for determining how to cancel interference when there is interference of a reinforcing bar after bar arrangement, is set and registered. The interference cancellation rule table 203 includes a rule ID field 203a that stores a rule ID for identifying an interference cancellation rule, a rule content field 203b that stores information indicating the content of the interference cancellation rule, and various settings in the interference cancellation rule. And a set value field 203c for storing a value. In the example shown in FIG. 5, the rule content field 203b stores “basic arrangement basic setting”, “which side of the hand is to be raised”, “interference postponement”, “column width to secure beam anchoring”, and the like. Then, “JASS5”, “X direction”, “5”, “1/2”, and the like are stored in the setting value field 203c corresponding to them. In addition to these, the values stored in the setting value field 203c include a setting value for “Which is the top of the hand?” There are “Y direction” respectively, and there are appropriate numerical values as setting values for “interference grace” and “column width to secure beam fixation”.

  As the information stored in the rule content field 203b, various information other than the above-described example is assumed. Specific examples include “covering thickness”, “avoidance of main bars with respect to the same surface”, “avoidance of inner main bars of beams”, “extend anchorage”, and the like. Here, the value of the cover thickness is set in the set value field 203c for “cover thickness”. In addition, “avoiding the main reinforcement for the same surface” means that when the column and the beam are on the same surface, the frame position is changed by the minimum value of the extra width of the beam. "" Means that the beam main bar is moved in a direction in which the moving distance is short with respect to the interfering column bar. Furthermore, “extending the fixing” means that when the fixing portion interferes, the interference is eliminated by extending the fixing portion. Information indicating whether or not to apply these rules is stored in the set value field 203c for “avoid main bars for flush”, “avoid inner main bars of beams” and “extend anchorage”. The

  The information stored in the interference cancellation rule table 203 may be automatically registered when the computer program 24a is installed on the hard disk 21d, or may be registered manually.

(D) Interference information table 204
FIG. 6 is a schematic diagram illustrating an example of the interference information table 204. The interference information table 204 is a table in which interference information related to rebar interference is recorded. The interference information table 204 includes an interference ID field 204a for storing an interference ID for identifying each interference, an interference position field 204b for storing an interference position indicating a position where the reinforcing bar interferes, and which reinforcing bars interfere with each other. An interference state field 204c for storing an interference state indicating whether or not, and an interference drawing address field 204d for storing an address for accessing interference drawing data indicating a bar arrangement state at the interference position.

  In FIG. 6, for example, in the information registered in the interference ID “1”, a value “X1-Y3” is stored in the interference position field 204b. This value is the same value as the value stored in the member position field 201c of the structural member information table 201, and the interference position can be identified by this value. In the interference state field 204c, “upper end first step streak interference (X), upper end first step streak interference (Y)” is stored. Thus, it can be seen that at the interference position, the upper one step streak from the X axis direction and the upper one step streak from the Y axis direction interfere with each other. Further, a local path “D: \...” Is stored in the interference drawing address field 204d. As a result, it can be seen that the interference drawing data indicating the interference portion is stored in “D: \...”, And the interference drawing data can be referred to by accessing the address. In this embodiment, a local path is used as an address, but it may be information in another format such as a URL (Uniform Resource Locator) or a URI (Uniform Resource Identifier).

  In the example shown in FIG. 6, in addition to the above-described items, “upper end 1 streak fixing interference (X)”, “upper end 1 streak main bar interference (X)”, and the like are stored in the interference state field 204c. Yes. Here, “upper end 1 streak fixing interference (X)” indicates that the fixing portion of the upper 1 streak from the X-axis direction interferes, and “interference with upper end 1 streak principal muscle (X)”. Indicates that the upper one-step streak from the X-axis direction and the column main bar interfere with each other.

<Configuration of client 3 for inspectors>
FIG. 7 is a block diagram showing a configuration of the inspector client 3 according to the present embodiment. The inspector client 3 is realized by a computer 3a. As shown in FIG. 7, the computer 3 a includes a main body 31, an image display unit 32, and an input unit 33. The main body 31 includes a CPU 31a, ROM 31b, RAM 31c, hard disk 31d, reading device 31e, input / output interface 31f, communication interface 31g, and image output interface 31h. These CPU 31a, ROM 31b, RAM 31c, hard disk 31d, and reading device 31e. The input / output interface 31f, the communication interface 31g, and the image output interface 31h are connected by a bus 31j.

  The hard disk 31d is installed with various computer programs to be executed by the CPU 31a, such as an operating system and application programs, and data used for executing the computer programs. A computer program 34a for the inspector client 3 is also installed in the hard disk 31d.

  The reading device 31e is configured by a flexible disk drive, a CD-ROM drive, a DVD-ROM drive, or the like, and can read a computer program or data recorded on the portable recording medium 34. The portable recording medium 34 stores a computer program 34a for causing the computer to function as the inspector client 3. The computer 3a reads the computer program 34a from the portable recording medium 34, and the computer program 34a can be installed in the hard disk 31d.

  The computer program 34a is not only provided by the portable recording medium 34, but also from an external device that is communicably connected to the computer 3a via an electric communication line (whether wired or wireless), through the electric communication line. It is also possible to provide. For example, the computer program 34a is stored in the hard disk of a server computer on the Internet. The computer 3a can access the server computer, download the computer program, and install it on the hard disk 31d. is there.

  The hard disk 31d is installed with a multitask operating system such as Windows (registered trademark) manufactured and sold by Microsoft Corporation. In the following description, the computer program 34a according to the first embodiment is assumed to operate on the operating system.

  In addition, about the other structure of the client 3 for inspectors, since it is the same as that of the arrangement | positioning reinforcement support server 2 mentioned above, the description is abbreviate | omitted.

<Configuration of client 4 for structural designer>
FIG. 8 is a block diagram showing a configuration of the structural designer client 4 according to the first embodiment. Since the structure of the structural designer client 4 is the same as the structure of the inspector client 3, the corresponding reference numerals are assigned and description thereof is omitted.

[Operation of the bar arrangement support system 1]
Next, the operation of the reinforcement arrangement support system 1 configured as described above will be described with reference to a flowchart and the like. The main processes executed in the bar arrangement inspection support system 1 according to the present embodiment include (1) interference cancellation processing for canceling rebar interference for pre-designed bar arrangements, and (2) interference. List structure creation processing for creating a new list diagram for structural members whose reinforcement has been changed by elimination processing, (3) Generation of two-dimensional code for generating a two-dimensional code representing a member code for each structural member There is a process, and (4) an inspection form creation support process for specifying a list figure from the on-site photo data photographed for each structural member and outputting the on-site photo data and the list figure together. Hereinafter, each of these processes will be described.

(1) Interference canceling process First, as a preparation for performing the interference canceling process, the structural designer causes the structural designer's client 4 to read a structural diagram created in advance based on predetermined construction conditions and the like. In this structural drawing, there is a detailed arrangement diagram showing the reinforcement of the entire building structure, such as the foundation plan, each floor plan, and a quadrangle map, and a list diagram showing the reinforcement for each structural member such as a beam or column. include. This structure diagram is composed of CAD data. This structure diagram is for structural designers by reading data recorded on the portable recording medium 44 from the reading unit 41e or reading data recorded on a recording device such as a USB memory from the input / output interface 41f. It is read by the client 4. In addition to the method described above, the structure diagram may be read into the structural designer client 4 by acquiring data from a network server or the like connected via the communication interface 41g.

  When the structural designer client 4 reads the structural drawing, the CPU 41a transmits the structural drawing to the reinforcement arrangement support server 2. When the bar arrangement inspection support server 2 receives the structural diagram, the CPU 21a acquires information including the member code and the member position of each structural member from the detailed arrangement diagram included in the structural diagram, and the acquired information is structured. Record in the member information table 201. Thereafter, the CPU 21a stores the detailed arrangement diagram and the list diagram included in the received structural diagram in the drawing information DB 24b.

  When the bar arrangement inspection support server 2 receives the structural diagram, the bar arrangement inspection support system 1 executes interference cancellation processing using the detailed arrangement diagram included in the structural diagram. In the present embodiment, interference cancellation processing (hereinafter referred to as “first interference cancellation processing”) executed before applying the interference cancellation rule, and interference cancellation processing (hereinafter referred to as “first interference cancellation processing”) applied after applying the interference cancellation rule. "Second interference cancellation process") is executed. Hereinafter, these two interference cancellation processes will be described.

(1-1) First Interference Resolving Process FIG. 9 is a flowchart showing the procedure of the first interference resolving process executed by the bar arrangement inspection support system 1 according to the present embodiment. Hereinafter, the first interference cancellation processing will be described with reference to this flowchart.
When the first interference cancellation processing is executed, the CPU 41a transmits rule information request data for requesting interference cancellation rule information necessary for setting the interference cancellation rule to the bar arrangement inspection support server 2 (S101). When the bar arrangement inspection support server 2 receives the rule information request data (S201), the CPU 21a acquires the interference cancellation rule stored in the interference cancellation rule table 203 (S202), and interference cancellation indicating the acquired interference cancellation rule. The rule information is transmitted to the structural designer client 4 (S203). When the structural designer client 4 receives the interference cancellation rule information (S102), the CPU 41a displays an interference cancellation rule input screen for inputting the setting value of the interference cancellation rule on the image display unit 42, and the interference cancellation rule An input of a set value is accepted (S103).

  FIG. 10 is a schematic diagram illustrating a screen example of the interference cancellation rule input screen. As shown in FIG. 10, the interference cancellation rule input screen D1 includes an interference cancellation rule setting value display field A101 in which the interference cancellation rule included in the interference cancellation rule information and the current setting value for each interference cancellation rule are displayed. , An interference cancellation rule selection field F101 for selecting an interference cancellation rule for inputting a setting value, an input field F102 for inputting the setting value of the interference cancellation rule selected in the interference cancellation rule selection field F101, and an input field An input button B101 for determining the value input in F102 as a setting value and a transmission button B102 for transmitting the setting value input in each interference cancellation rule to the bar arrangement inspection support server 2 are provided. . Here, the interference cancellation rule selection column F101 is a pull-down menu, and when the interference cancellation rule selection column F101 is selected, a list of interference cancellation rules included in the received interference cancellation rule information is displayed. The structural designer selects an interference elimination rule for registering a set value from the displayed list of interference elimination rules. Next, the structural designer inputs a setting value for the selected interference elimination rule in the input field F102. The input to this input field F102 may be made by directly inputting an arbitrary value by the structural designer, and the structural designer can select an arbitrary value from a plurality of setting values given in advance for each interference cancellation rule. It may be done by selecting. The structural designer inputs a set value in the input field F102 and then presses the input button B101. When the input button B101 is pressed, the setting value input in the input field F102 is accepted as the setting value of the item selected in the interference cancellation rule selection field F1. When the input of the set value is received in this way, the CPU 41a temporarily stores the set value in the RAM 41c, and updates the interference cancellation rule set value display field A101. The structural engineer inputs a set value for each interference cancellation rule while referring to the interference cancellation rule setting value display field A101.

  In this way, after inputting the setting value for each interference cancellation rule, the structural designer operates the input unit 43 and presses the transmission button B102. When the transmission button B102 is pressed, the CPU 41a reads the setting value of the interference cancellation rule temporarily stored in the RAM 41c, and transmits setting value information indicating the setting value to the bar arrangement inspection support server 2 (S104). When the bar arrangement inspection support server 2 receives the setting value information (S204), the CPU 21a records the setting value included in the received setting value information in the interference cancellation rule table 203 (S205). Next, the CPU 21a acquires the intersection of the cores in the X-axis direction and the Y-axis direction based on the detailed arrangement of processing targets (S206). The intersection position information indicating the position of each intersection obtained here is stored in the RAM 21c.

  Next, the CPU 21a determines whether or not rebar interference has occurred at each intersection of the cores indicated by the intersection position information stored in the RAM 21c (S207). Specific processing in step S207 will be described below. First, the CPU 21a acquires position information of each reinforcing bar at the intersection from the detailed arrangement diagram. Next, CPU21a detects the crossing reinforcing bar based on the acquired positional information on the reinforcing bar. Here, when crossing reinforcing bars are detected, it is determined that the reinforcing bar interference occurs at the intersection. On the other hand, if no intersecting reinforcing bars are detected, it is determined that there is no interference of reinforcing bars at the intersection.

  In step S207, when it is determined that the rebar interference occurs at at least one intersection (“Yes” in S207), the CPU 21a selects one of the interference positions that are the intersection where the rebar interference occurs. One interference position is set as a processing target of interference cancellation processing (S208). Information indicating the interference position is also stored in the RAM 21c.

  Next, the CPU 21a acquires information indicating the interference state of the reinforcing bar that is causing interference at the interference position set as the processing target (S209). More specifically, the CPU 21a detects reinforcing bars that intersect at the interference position, that is, reinforcing bars that cause interference, and acquires information that identifies the detected reinforcing bars as information indicating the interference state. . In addition, when the fixing part of a reinforcing bar interferes, the information which shows that is also acquired as information which shows an interference state.

  Next, the CPU 21a applies the interference cancellation rule recorded in the interference cancellation rule table 203 to the interference position to be processed (S210). Specific processing in step S210 will be described below. First, the CPU 21a specifies an interference cancellation rule applicable to the interference position from among the interference cancellation rules registered in the interference cancellation rule table 203 based on the acquired information indicating the interference state. For example, when the information indicating the interference state is “upper first streak interference (X)” and “upper first streak interference (Y)”, the upper end first streak from the X axis direction and the upper end from the Y axis direction. Since the first streak interferes, it is assumed that either one is shifted. In such a case, it is possible to apply “which side is to be raised” in the interference cancellation rule table 203 shown in FIG. Further, when the information indicating the interference state is “upper end 1 streak fixing interference (X)”, the “column width to secure beam fixing” in the interference cancellation rule table 203 can be applied. The CPU 21a changes the bar arrangement at the interference position based on the one or more interference cancellation rules identified in this way and the value recorded in the setting value field 203c related to the interference cancellation rule.

  Next, the CPU 21a determines whether or not all interference positions have been processed (S211). If it is determined that an interference position that has not yet been processed remains (NO in S211), the CPU 21a returns to step S208, sets a new interference position as a processing target, and then executes steps S209 and S210. . On the other hand, if it is determined that the processing has been performed for all the interference positions (YES in S211), the CPU 21a performs the rebar detection for each intersection of the cores indicated by the intersection position information stored in the RAM 21c in the same manner as in step S207. After determining the presence or absence of interference (step S212), the interference state of the reinforcing bar is acquired in the same manner as in step S209 for the intersection (interference position) where it is determined that interference has occurred (S213).

  Next, the CPU 21a creates drawing data of the interference position (S214). FIG. 11 is a schematic diagram showing an example of the drawing data created in step S214. As shown in FIG. 11, this drawing data includes a perspective view showing a bar arrangement state at an interference position and a plan view showing which part in the building structure the interference position is. In the example shown in FIG. 11, the beam main bar and the column main bar at the interference position are shown in the perspective view showing the bar arrangement state at the interference position, and reinforcing bars such as hoop bars and stirrup bars are omitted. . Further, in this perspective view, interference IDs automatically assigned in the order in which interference is detected, information indicating the interference state of the reinforcing bar at the interference position acquired in step S213, and coordinate axes are shown. Thus, by showing information indicating the interference state of the reinforcing bars, it is possible to easily grasp which reinforcing bars are interfering with each other even when the reinforcing bars are complicated. In FIG. 11, the information indicating the interference state is shown as character information in the drawing like “lower end first-stage streak interference (X)”, but the interference state can be clearly indicated. For example, the interference state may be indicated by other methods such as marking and highlighting the interfering reinforcing bars. In addition, the sketch included in this drawing data is created based on the read detailed arrangement diagram, and as shown in FIG. 11, by enclosing the interference position with a rectangular figure with an interference ID, It shows which position in the building structure the interference position is. The drawing data created here is stored in the drawing information DB 24b.

  Next, the CPU 21a records information indicating that the reinforcing bar is interfering, the acquired interference state, and the reinforcing bar interference information including the local path storing the drawing data in the interference information table 204 (S215). .

  Next, the CPU 21a creates a result table of the first interference cancellation process (S216). Here, the result table is an electronic file such as a text file, and the created result table is recorded in the hard disk 21d. FIG. 12 is a schematic diagram showing an example of the result table. The result table 205 includes an interference position 205a indicating a position where the interference of the reinforcing bar is detected, an interference state 205b indicating an interference state at the interference position, an interference part drawing 205c, and a remarks column 205d. Here, the values recorded in the interference position field 204b and the interference state field 204c of the interference information table 205 are displayed in the interference position 205a and the interference state 205b, respectively. In the interference part drawing 205c, a drawing (a perspective view showing the interference state of the interference position) read by accessing the local path stored in the interference drawing address field 204d of the interference information table 204 is displayed. The remarks column 205d is a column for entering countermeasures and the like.

  If it is determined in step S207 that no rebar interference has occurred at all intersections (“No” in S207), the processing from step S208 to step S215 is omitted, and interference occurs in step S216. A result table is created to show that it is not.

  When the result table is created in step S216, the CPU 21a transmits the result table to the structural designer client 4 (step S217). When the structural designer client 4 receives the result table (step S105), the CPU 41a displays the result table on the image display unit 42 (step S106), and ends the first interference elimination process.

(1-2) Second Interference Cancellation Process FIG. 13 is a flowchart showing the procedure of the second interference cancellation process executed by the bar arrangement inspection support system 1 according to the present embodiment. Hereinafter, the second interference cancellation process will be described with reference to this flowchart.
The second interference cancellation process is executed when it is determined in step S212 of the first interference cancellation process that the reinforcing bar interference has occurred. When the second interference elimination processing is executed, the CPU 41a displays an interference elimination rule input screen for inputting the interference elimination rule setting value on the image display unit 42, and accepts the input of the interference elimination rule setting value ( S301). When the interference cancellation rule input screen D1 is displayed on the image display unit 42, the structural designer uses the input unit 41 to input a new setting value for the interference cancellation rule. This new set value is determined based on information on interference described in the result table created by the first interference cancellation process.

  When receiving an input for resetting the interference cancellation rule, the CPU 41a transmits setting value information including the input new setting value to the bar arrangement inspection support server 2 (S302). When the bar arrangement inspection support server 2 receives the setting value information (S401), the CPU 21a records a new setting value included in the setting value information in the interference cancellation rule table 203 (S402). Next, the CPU 21a initializes the interference information table 204 by deleting the data recorded in the interference information table 204 (S403), and further performs the reinforcing bar arrangement based on the read arrangement detail drawing. The bar arrangement state of the reinforcing bars is returned to the state before the first interference cancellation processing (S404). Next, the CPU 21a refers to the information indicating the interference position stored in the RAM 21c, and sets one of the interference positions indicated by the information as a processing target of the interference cancellation processing (S405). . And CPU21a acquires the interference state of a reinforcing bar similarly to step S209 in the above-mentioned 1st interference cancellation process (S406).

  Next, the CPU 21a applies the interference cancellation rule recorded in the interference cancellation rule table 203 to the interference position to be processed in the same manner as in step S210 in the first interference cancellation process described above (S407). Here, when the setting value of the interference cancellation rule applied to the interference position is changed, the interference cancellation rule is applied with the content after the change, and when not changed, the original content, that is, the initial value is used. Interference cancellation rules will be applied. As a result of the application of the interference cancellation rule, the bar arrangement at the interference position is changed.

  Next, the CPU 21a determines whether or not processing has been performed for all the interference positions (S408). If it is determined that an interference position that has not yet been processed remains (NO in S408), the CPU 21a returns to step S405, sets a new interference position as a processing target, and then executes steps S406 and S407. To do. On the other hand, if it is determined that the processing has been performed for all the interference positions (YES in S408), the CPU 21a performs the above-described first interference cancellation processing for each intersection of the cores indicated by the intersection position information stored in the RAM 21c. After determining the presence or absence of rebar interference in the same manner as in step S207 (S409), the interference state of the rebar is acquired in the same manner as in step S209 for the intersection (interference position) where it is determined that interference has occurred (S410). ).

  Next, the CPU 21a creates drawing data of the interference position in the same manner as in step S214 in the first interference cancellation process described above (S411). FIG. 14 is a schematic diagram illustrating an example of the drawing data created in step S411. Comparing FIG. 14 with FIG. 11, it can be confirmed that the interference position has been reduced from three to two by changing the set value of the interference cancellation rule.

  Next, the CPU 21a records the interference information at the interference position in the interference information table 204 in the same manner as in step S215 in the first interference cancellation process described above (S412). Thereafter, the CPU 21a creates a result table of the second interference cancellation process (S413). This result table is the same as the result table of the first interference cancellation process.

  When the result table is created in step S413, the CPU 21a transmits the result table to the structural designer client 4 (S414). When the structural designer client 4 receives the result table (S303), the CPU 41a displays the result table on the image display unit 42 (S304). Next, the CPU 41a accepts an input of approval / disapproval by the structural designer (S305). The structural designer checks the output result table, determines whether or not to approve based on the information indicating the interference state of the reinforcing bar described in the result table, and inputs the result. Here, the approval may be made only when no rebar interference occurs, or may be approved in a state where the rebar interference still remains.

  Upon receiving this input, the CPU 41a determines whether or not the structural designer has approved in step S305 (S306). If it is determined in step S306 that the approval has been made (YES in S306), the CPU 41a transmits approval information indicating the approval to the bar arrangement examination support server 2 (S307). When the bar arrangement inspection support server 2 receives the approval information (S415), the CPU 21a creates a detailed arrangement diagram for the bar arrangement in which the position of the reinforcing bar has been changed (S416). In the following, the detailed bar arrangement diagram created here is referred to as an “interference cancellation detailed arrangement diagram”. This detailed drawing of interference cancellation bar arrangement is recorded in the drawing information DB 24b. When the interference cancellation detailed arrangement drawing is created, the reinforcement inspection support system ends the second interference cancellation processing. On the other hand, when it is determined in step S306 that the approval has not been made (NO in S306), the CPU 41a returns to step S301 and starts accepting the interference cancellation rule resetting.

  When changing the bar arrangement, it is necessary for the structural designer to check whether the change of the bar arrangement conforms to the structural relationship regulations. In this embodiment, when rebar interference occurs, the device side does not automatically change the bar arrangement and outputs a result table, based on which the structural designer examines the interference elimination method. Is going. For this reason, it is possible to perform the bar arrangement design while confirming the suitability of the structural relationship regulations by the structural designer.

  Moreover, in this Embodiment, whenever the setting value of a cancellation rule is changed and bar arrangement is changed, drawing data which shows the state of the bar arrangement is created. By referring to these drawing data, the process of eliminating the interference can be visually confirmed.

  Moreover, in this Embodiment, the figure which shows the bar arrangement state after a cancellation rule application is contained in the result table. Thereby, since the interference state of the reinforcing bar after applying the cancellation rule can be easily grasped, it is possible to efficiently examine how to change the cancellation rule.

(2) List diagram creation processing The list diagram creation processing in the bar arrangement inspection support system 1 will be described below. This list diagram creation processing is executed by the bar arrangement inspection support server 2 after the interference cancellation detailed arrangement diagram is generated in the interference cancellation processing described above. FIG. 15 is a flowchart showing the procedure of list diagram creation processing executed by the bar arrangement inspection support system 1 according to the present embodiment. When the list diagram creation process is executed, the CPU 21a reads the interference cancellation bar arrangement detailed diagram created in the interference cancellation process from the drawing information DB 24b (S501). Next, the CPU 21a identifies the structural member in which the bar arrangement is changed from the read interference cancellation detailed arrangement drawing (S502). More specifically, the CPU 21a obtains the detailed bar arrangement diagram before the arrangement of the bar arrangement related to the interference canceling bar arrangement detail is changed from the drawing information DB 24b, Are compared, and the structural member in which the bar arrangement is changed is specified.

  When the structural member whose bar arrangement has been changed is identified in step S502, the CPU 21a sets one structural member of the identified structural members as a processing target of the list diagram creation process (S503). Next, the CPU 21a obtains position information of each reinforcing bar related to the structural member to be processed from the detailed diagram of interference cancellation bar arrangement (S504). Next, the CPU 21a creates a list including a cross-sectional view of the structural member to be processed based on the acquired position information of the reinforcing bars (S505). FIG. 16 is a schematic diagram illustrating an example of the list diagram created in step S505. As shown in FIG. 16, the list diagram includes the size and cross-sectional view of the structural member as information indicating the cross-section of the structural member. In addition, the list diagram includes information relating to the main reinforcement and information relating to the reinforcing reinforcement as information indicating the specifications of the structural member. In the example illustrated in FIG. 16, the size of the structural member, the cross-sectional view of the structural member, the information on the main bars, and the information on the reinforcing bars are shown in order from the top. In the example shown in FIG. 16, the value of “700 × 700” is shown as the size of the structural member. As a cross-sectional view, a drawing showing a cross-section orthogonal to the main reinforcement of the structural member is shown. This sectional view is different from the drawing data created in step S214 of the above-described interference elimination processing, and includes a reinforcing bar as well as a main reinforcing bar. In the present embodiment, since the cross-sectional view shows a cross section orthogonal to the main reinforcing bars, the main reinforcing bars are drawn with a circle symbol indicating the cross section, and the reinforcing bars are drawn with a solid line.

  A value of “18-D25” is shown as information relating to the main muscle. This value is a value indicating the specification and the number of reinforcing bars used for the main bars. Specifically, the value “18” in the front part indicates the number of reinforcing bars used, and the value “D25” in the rear part indicates the specification of the reinforcing bars. From these values, it can be seen that the structural member according to the list diagram uses “18” reinforcing bars of the standard “D25” as the main reinforcing bars. As the information related to the reinforcing bars, the value “D13 @ 100” is shown. This value has shown the specification of the reinforcing bar which concerns on a reinforcing bar, and the pitch of a reinforcing bar. Specifically, the value “D13” in the front part indicates the specification of the reinforcing bar, and the value “@ 100” in the rear part indicates the pitch at which the reinforcing bar is wound. From these values, it can be seen that in the structural member according to this list diagram, the reinforcing bar is wound around the main bar at a pitch of “100” mm using a reinforcing bar of the standard “D13”. The symbol given before “D13 @ 100” is a simplified way of winding the reinforcing bar. That is, this symbol has a shape obtained by extracting the solid line portion of the sectional view.

  After the list diagram is created, the CPU 21a generates a new member code assigned to the structural member to be processed (S506). More specifically, the CPU 21a first acquires the member code of the structural member to be processed from the structural member information table 201. Next, the CPU 21a generates a new member code based on the acquired member code. The member code | symbol produced | generated here is a thing of the format which provided the serial number to the member code | symbol before a bar arrangement is changed. For example, when the member code before the bar arrangement is changed is “C1”, a value such as “C1-1” is generated as a new member code. The member code generated here is recorded in the member code information table 202 together with the address of the list created in step S505. In the present embodiment, as described above, the newly assigned member code is a type in which a serial number is added to the member code before the change, but a new member code not related to the member code before the change. May be allocated.

  Next, the CPU 21a changes the structural member information of the structural member to be processed in the structural member information table 201 (S507). More specifically, the structural member information related to the structural member to be processed is specified from the structural member information table 201, and the value stored in the member code field 201b of the structural member is updated. Here, the new member code generated in step S506 is stored in the member code field 201b.

  Next, the CPU 21a determines whether or not all structural members specified in step S502 have been processed (S508). If it is determined that structural members that have not yet been processed remain (NO in S508), the CPU 21a returns to Step S503, sets a new structural member as a processing target, and then executes Steps S504 to S507. . On the other hand, when it determines with having processed about all the structural members (it is YES at S508), CPU21a complete | finishes list figure preparation processing.

(3) Two-dimensional code generation processing Hereinafter, the two-dimensional code generation processing in the bar arrangement inspection support system 1 will be described. This two-dimensional code generation process is executed in the reinforcement arrangement inspection support server 2 after a list figure relating to the structural member whose reinforcement is changed by the above-described list figure creation process. FIG. 17 is a flowchart showing the procedure of the two-dimensional code generation process executed by the bar arrangement inspection support system 1 according to the present embodiment. Hereinafter, the two-dimensional code generation process will be described with reference to this flowchart.
When the two-dimensional code generation process is executed, the CPU 21a acquires the member code of each structural member from the member code field 201b of the structural member information table 201 (S601). Next, the CPU 21a generates a two-dimensional code including the acquired member code for each structural member (S602). The two-dimensional code generated here is stored in the two-dimensional code information DB 24c. When the two-dimensional code is generated in step S602, the CPU 21a records the address of the two-dimensional code related to each structural member in the two-dimensional code address field 201d of the structural member information table 201 (S603), and performs the two-dimensional code generation process. finish.

  After the two-dimensional code generation process is completed, the inspector prints the generated two-dimensional code on paper or the like by using an output device such as a printer and outputs it. More specifically, the inspector uses the inspector client 3 to access the bar arrangement inspection support server 2 and performs interference elimination bar arrangement at the construction site where inspection is performed based on the drawing information stored in the drawing information DB 24b. Select a detail view. When this selection is accepted, the CPU 21a of the bar arrangement inspection support server 2 specifies the structural member related to the selected interference cancellation bar arrangement detail drawing. Next, the CPU 21a acquires the address of the two-dimensional code related to the identified structural member from the structural member information table 201. When the address of the two-dimensional code is acquired, the CPU 21a accesses the address, acquires the two-dimensional code, and transmits it to the inspector client 3. When the inspector client 3 receives the two-dimensional code, the CPU 31a outputs the two-dimensional code on paper or the like using an output device such as a printer.

  The two-dimensional code output on paper or the like in this manner is affixed to a board that is photographed together with the structural member as an inspection record. FIG. 18 is a schematic diagram showing an outline of a board to which a two-dimensional code is attached. As shown in FIG. 18, the board shows a construction name indicating the name of the site, a shooting date indicating the date when the photograph is taken, a shooting location indicating the position of the structural member to be shot, and the like. Further, conventionally, the two-dimensional code output as described above is affixed to a central portion where a member code and a sectional view of a structural member to be photographed are drawn. The board to which the two-dimensional code is attached is photographed together with the structural member and stored in the field photo data. Therefore, by analyzing the image of the field photograph data and obtaining the member code included in the two-dimensional code, the member code of the structural member can be specified, and the list diagram relating to the structural member based on the member code Can be identified. The specification of the list diagram from the on-site photo data is performed in an inspection form creation support process described later.

(4) Examination form creation support processing In the construction site constructed based on the interference cancellation detailed arrangement drawing created in the above-described interference cancellation processing, the two-dimensional code generated by the above-described two-dimensional code generation processing is actually The inspector causes the inspector client 3 to read the acquired on-site photo data after photographing the combined structural member and acquiring on-site photo data for each structural member at the construction site. This in-situ photo data is read from the data recorded on the portable recording medium 34 from the reading unit 31e, or the data recorded in a recording device such as a USB memory is read from the input / output interface 31f, whereby the inspector client 3 Is read. In addition to the above-described method, the on-site photo data may be read into the inspector client 3 by acquiring data from a network server or the like connected via the communication interface 31g.

  After the inspector client 3 reads the on-site photo data, the inspector accesses the bar arrangement inspection support server 2 from the inspector client 3, specifies a list diagram related to the on-site photo data, and the on-site photo data And the inspection form creation support process for outputting the list diagram together. FIG. 19 is a flowchart showing the procedure of the inspection form creation support process executed by the bar arrangement inspection support system 1 according to the present embodiment. Hereinafter, the inspection form creation support process will be described with reference to this flowchart.

  When the inspection form creation support process is executed, the CPU 31a starts accepting selection of on-site photo data. When the reception of the selection of the on-site photo data is started, the inspector uses the input unit 33 to select the on-site photo data to be processed from the on-site photo data read into the inspector client 3. In this selection, a single site photo data may be selected, or a plurality of site photo data may be selected. When the selection of the site photo data is received (S701), the CPU 31a performs image analysis on the site photo data that has received the selection, and specifies a two-dimensional code included in the site photo data (S702). Next, the CPU 31a reads the two-dimensional code specified in step S702 and acquires the member code represented by the two-dimensional code (S703). Next, the CPU 31a transmits member code information including the acquired member code to the bar arrangement inspection support server 2 (S704).

  When the bar arrangement inspection support server 2 receives the member code information (S801), the CPU 21a identifies the member code included in the received member code information from the member code information table 202, and the address of the list diagram related to the member code is obtained. Specify (S802). Next, the CPU 21a accesses the address specified in step S802, and acquires a list diagram (S803). Then, the CPU 21a transmits the acquired list diagram to the inspector client 3 (S804).

  When the inspector client 3 receives the list diagram (S705), the CPU 31a creates an inspection form in which the received list diagram is associated with the on-site photo data (S706). Here, the inspection form is an electronic file such as a text file, and the created inspection form is recorded on the hard disk 31d. FIG. 20 is a schematic diagram illustrating an example of the inspection form 206. The inspection form 206 includes a number 206a indicating a number assigned to each structural member, an on-site photo 206b on which on-site photo data of each structural member is displayed, and a list diagram on which a list of each structural member acquired in step S803 is displayed. 206c and a remarks column 206d. The on-site photo data 206b displays the on-site photo data selected in step S701. As shown in FIG. 20, the field photograph data includes a structural member SM actually constructed and a board BD on which information related to the construction is described. As described above, the board BD includes a construction name indicating the name of the site, a shooting date indicating the date when the photograph is taken, a shooting location indicating the position of the structural member to be shot, and the like. A two-dimensional code representing the member code of the structural member included in the data is affixed. In addition, the list diagram 206c displays a list diagram related to the structural member SM included in the site photo data displayed in the site photo 206b. Further, in the remarks column 206d, data such as the member code of each structural member, the member position, the confirmation item confirmed at the time of inspection, and the shooting date when the on-site photo data was shot are displayed in the remarks column 206d.

  When the inspection form is created in step S706, the CPU 31a displays the inspection form on the image display unit 32 (S707), and ends the inspection form creation support process.

  Thus, in this Embodiment, the two-dimensional code showing the member code | symbol which concerns on the list figure produced after a bar arrangement is changed is produced | generated. For this reason, the on-site photo data includes information for specifying the list diagram after the bar arrangement is changed. Therefore, even if the bar arrangement is changed, it is possible to specify an appropriate list figure, and it is possible to easily create an inspection form in which the on-site photo data and the list figure are appropriately associated.

  Further, in the above-described embodiment, a two-dimensional code is used to give information specifying the list diagram to the on-site photo data. Thereby, more information can be given to the on-site photo data as compared with the case where character information such as a barcode or a symbol is used.

(Other embodiments)
In the above-described embodiment, the member code information is used as information for specifying the list diagram, but the present invention is not limited to this. For example, if it is possible to specify a list related to a structural member in the field photograph data, other information such as a member ID or a member position of each structural member, or a list related to each structural member is stored. Information such as an existing address may be used.

  In the above-described embodiment, the two-dimensional code represents only information for specifying the list diagram, but the present invention is not limited to this. For example, this two-dimensional code includes information for specifying a list diagram, information input in a remarks column 206d of an inspection form 206 such as confirmation items at the time of inspection, or information such as a construction name described on a board Etc. may be included.

  Further, in the above-described embodiment, the on-site photo data and the list diagram are linked by using a two-dimensional code representing the member code information, but the present invention is not limited to this. For example, character information such as a bar code or a symbol indicating information for specifying a list related to the structural member shown in the on-site photo data may be used. When character information such as a symbol is used as information for specifying the list diagram, the character information may not be printed on paper or the like, but the inspector may directly enter the character information on the board.

  Moreover, in the above-described embodiment, the list diagram created by the list diagram creation unit includes a cross-sectional view of the structural member, but the present invention is not limited to this. For example, as long as it is a diagram showing the bar arrangement of each structural member, another bar arrangement diagram such as a plane bar arrangement diagram or a three-dimensional bar arrangement diagram may be used.

  Further, in the above-described embodiment, in order to eliminate the interference of the reinforcing bar, the input of the interference cancellation rule set by the structural designer based on the interference of the reinforcing bar is accepted, and the reinforcing bar is changed based on the interference cancellation rule. Although configured to move, the present invention is not limited to this. For example, the rebar may be moved based on a preset interference elimination rule to eliminate the interference. Even in such a case, it is preferable that after the bar arrangement is changed, the change of the bar arrangement is presented to the structural designer and the approval by the structural designer is received. This is because, when changing the bar arrangement, it is necessary for the structural designer to check whether or not the change of the bar arrangement conforms to the structural relationship regulations.

  In the above-described embodiment, the case where the bar arrangement inspection support system 1 includes the bar arrangement inspection support server 2, the inspector client 3, and the structural designer client 4 has been described. The invention is not limited to this. For example, a bar arrangement inspection support system in which the functions of the bar arrangement inspection support server 2, the inspector client 3, and the structural designer client 4 are installed in one apparatus may be used. In addition, any two functions of the bar arrangement inspection support server 2, the inspector client 3, and the structural designer client 4 are mounted on one apparatus, and the other one function is mounted on another apparatus. It is good also as a reinforcement arrangement | positioning support system of the structure to perform.

  In the above-described embodiment, a server program dedicated to the bar arrangement inspection support system is installed in the bar arrangement inspection support server 2, and the client program dedicated to the server program includes the client 3 for the inspector and the client for the structural designer. Although the configuration in which the unique format data is transmitted from the bar arrangement support server 2 to each of the clients 3 and 4 has been described, it is not limited to this. For example, the bar arrangement inspection support server 2 may have a function as a WWW server, and may transmit HTML data to the clients 3 and 4 as WWW client devices.

  In the above-described embodiment, the configuration in which all processing of the computer program 24a is executed by the single computer 2a has been described. However, the present invention is not limited to this, and processing similar to that of the computer program 24a described above is performed. It is also possible to make a distributed system in which a plurality of devices (computers) are executed in a distributed manner. The same applies to the computers 3a and 4a.

  The bar arrangement inspection support system and the bar arrangement inspection support method of the present invention are useful as a system and method for supporting bar arrangement inspection.

DESCRIPTION OF SYMBOLS 1 Bar arrangement inspection support system 2 Bar arrangement inspection support server 2a Computer 21 Main body 21a CPU
21b ROM
21c RAM
21d hard disk 21e reading device 21f input / output interface 21g communication interface 21h image output interface 21j bus 22 image display unit 23 input unit 24 portable recording medium 24a computer program 24b drawing information database 24c two-dimensional code information database 201 structural member information table 202 member Code information table 203 Interference cancellation rule table 204 Interference information table 3 Client for inspector 4 Client for structural designer NTW Information network

Claims (9)

A storage unit for storing a member arrangement diagram showing the arrangement of reinforcing bars in a structural member of the building structure and member arrangement diagram specifying information for specifying the member arrangement diagram;
When the arrangement of the reinforcing bars in the structural member is changed due to the interference of the reinforcing bars, and the member arrangement diagram related to the structural member stored in the storage unit is corrected, Member arrangement diagram specifying information generating means for newly generating member arrangement diagram specifying information for specifying the member arrangement diagram;
Member arrangement diagram specifying information storage means for storing the member arrangement diagram specifying information generated by the member arrangement diagram specifying information generation means in the storage unit;
On-site photo reading means for reading the on-site photo when the on-site photo including the structural member in the construction site and the member arrangement diagram specific information related to the structural member stored in the storage unit is taken,
Based on the member arrangement diagram specifying information included in the site photo read by the site photo reading means, the member arrangement diagram specifying the member arrangement diagram related to the structural member included in the site photo from the storage unit Means,
A bar arrangement inspection support system comprising: an output unit that outputs the field arrangement and the member arrangement diagram specified by the member arrangement drawing specification unit. Two-dimensional code generation means for generating a two-dimensional code representing the member arrangement diagram specifying information;
A two-dimensional code output means for outputting the two-dimensional code generated by the two-dimensional code generation means so as to be photographed together with a structural member at a construction site;
A two-dimensional code reading means for reading a two-dimensional code included in the on-site photo read by the on-site photo reading means and acquiring member arrangement diagram specific information represented by the two-dimensional code;
The member arrangement diagram specifying unit is configured to specify a member arrangement diagram based on the member arrangement diagram specifying information read by the two-dimensional code reading unit.
The bar arrangement inspection support system according to claim 1. Interference detecting means for detecting interference of reinforcing bars based on an overall bar arrangement diagram showing the arrangement of reinforcing bars in a building structure;
Interference canceling means for changing the arrangement of the reinforcing bars of the interference part detected by the interference detection means;
A member arrangement diagram creating means for creating a member arrangement diagram relating to a structural member in which the arrangement of reinforcing bars has been changed by the interference canceling means;
A member arrangement diagram storage means for storing the member arrangement diagram created by the member arrangement diagram creation means in the storage unit;
The reinforcing bar inspection support system according to claim 1 or 2. The storage unit stores an interference cancellation rule for canceling the interference of the reinforcing bar,
The interference cancellation means is configured to change the arrangement of reinforcing bars based on the interference cancellation rule stored in the storage unit.
The bar arrangement inspection support system according to claim 3. Interference information output means for outputting interference information indicating the interference of reinforcing bars detected by the interference detection means;
An interference cancellation rule receiving means for receiving an interference cancellation rule setting input, which is determined based on the interference information output by the interference information output means,
The interference cancellation unit is configured to change the arrangement of reinforcing bars based on the interference cancellation rule whose setting is received by the interference cancellation rule reception unit.
The bar arrangement inspection support system according to claim 3 or 4. Further comprising an approval accepting means for accepting an approval for a change in the arrangement of reinforcing bars by the interference eliminating means,
The member arrangement diagram creating means is configured to create a member arrangement diagram when an approval to change the reinforcing bar arrangement is received by the approval receiving unit.
The bar arrangement inspection support system according to any one of claims 3 to 5. The member arrangement diagram specific information is member identification information allocated to each structural member having the same reinforcing bar arrangement,
The storage unit stores a member arrangement diagram and member identification information allocated to the structural member according to the member arrangement diagram in association with each other,
The member arrangement diagram specifying means is configured to specify a member arrangement diagram stored in association with member identification information from the storage unit.
The bar arrangement inspection support system according to any one of claims 1 to 6. Using a computer system comprising: a member arrangement diagram showing the arrangement of reinforcing bars in a structural member of a building structure; a storage unit for storing member arrangement diagram specifying information for specifying the member arrangement diagram; and a control unit , A bar arrangement inspection support method for supporting bar arrangement inspection,
The control unit is
When the arrangement of reinforcing bars in a structural member of a building structure is changed due to the interference of reinforcing bars, when a member arrangement diagram showing the arrangement of reinforcing bars of the structural member is created, A step of newly generating member arrangement diagram specifying information for specifying the member arrangement diagram;
Storing the generated member arrangement diagram specific information in the storage unit;
When a site photograph including a structural member at a construction site and a member arrangement diagram specific information related to the structural member is taken, a step of reading the site photo;
Based on the member arrangement diagram specifying information included in the read site photograph, the step of specifying the member arrangement diagram related to the structural member included in the site photograph from the storage unit,
A bar arrangement inspection support method comprising: a step of outputting the specified member arrangement chart and the on-site photograph. The control unit is
Detecting interference of reinforcing bars based on an overall bar arrangement diagram showing the arrangement of reinforcing bars in the building structure;
Changing the rebar placement of the detected interference part;
Creating a member bar arrangement relating to the structural member whose arrangement has been changed;
The bar arrangement inspection support method according to claim 8, further comprising: storing the created member arrangement diagram in the storage unit.