JP2018028802A - Through hole reinforcement design support system of steel beam - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a through hole reinforcement design support system of a steel beam capable of efficiently carrying out reinforcement design of a steel beam through hole.SOLUTION: A reinforcement design support system 1 of a steel beam through hole includes: a storage 10 storing a piece of structure information; a reinforcing bracket database 20; and a control unit 30. The control unit 30 reads a piece of specification data of the reinforcing bracket compatible with the beam through hole from the reinforcing bracket database 20 based on a piece of fixed value drawing data of the steel beam and variable value design data which may be rewritten from user terminal 60. The reinforcement design support system determines the applicability of the reinforcing bracket to the beam through hole based on the specification data of the read reinforcing bracket and displays the determination result on a user terminal 60. The storage 10, reinforcing bracket database 20 and control unit 30 are disposed on a cloud which is accessible from the user terminal 60 via a network 50.SELECTED DRAWING: Figure 1

Description

  The present invention relates to a reinforcing design support system used for reinforcing design of a beam through hole provided in a steel beam of a structure.

  When building a steel structure, a beam through hole is provided for passing a pipe through the steel beam. If a beam through hole is provided in a steel beam, the strength of the steel beam will be reduced. Therefore, when a beam through hole is provided in a steel beam, a reinforcement design for reinforcing the formation part of the beam through hole is usually used. Done. When designing the reinforcement of the beam through hole, the steel beam specifications (the total length of the steel beam, the diameter of the beam through hole, the formation position, etc.) are taken into consideration, and the reinforcing metal fitting is attached to the formation portion of the beam through hole. A parts manufacturer that manufactures reinforcing brackets, for example, receives a request from a general contractor who manages the entire process of building a structure, and adds a reinforcing bracket that matches the diameter of each beam through hole according to the steel beam specifications provided by the general contractor. Select and examine whether it can be installed. The result of the study is reported to the general contractor, and if there is a beam through hole that is determined to be unmountable, the general contractor will review the specifications of the steel beam. On the other hand, when reviewing the specifications of the steel beam, it is necessary to reflect the intentions of the steel factory that processes the steel beam and the equipment supplier that installs air conditioning. However, the ironworks, equipment suppliers, and parts manufacturers usually do not communicate with each other directly, and the intentions from the ironworks and equipment suppliers regarding the reinforcement design are communicated to the parts manufacturers via the general contractors.

  In such reinforcement design of the beam through hole, a reinforcement design support system disclosed in Patent Document 1 may be used. In the reinforcement design support system of Patent Document 1, the use of “dynamic spreadsheet” enables general contractors, ironworks, and equipment companies to select reinforcement brackets suitable for steel beam specifications and to examine whether they can be attached to some extent. I am doing so. With this system, the number of exchanges between general contractors and component manufacturers is reduced to improve the efficiency of beam through hole reinforcement design.

JP 2013-134737 A

  However, in the reinforcement design support system disclosed in Patent Document 1, when reviewing the specifications of the steel beam, a steel sheet or a dynamic contractor that reflects only the intentions of the steelworker or equipment contractor, or a steel beam based on the sheet is used. When re-creating the blueprints that describe the specifications, etc., the general contractor who collects the intentions of each company, or the parts manufacturer that has received a request for reconsideration of the reinforcing brackets from the general contractors, carries out the work to balance the intentions of the ironworks and the equipment contractor. This will increase the work load. In addition, for parts manufacturers, when they receive a review request from a general contractor, they will know the specific changes to the original steel beam specifications for the first time. This was a factor that caused delays in the construction period.

  The present invention has been made in view of the above circumstances, and it is an object of the present invention to improve a beam through-hole reinforcement design support system and efficiently perform a beam through-hole reinforcement design.

  The present invention for solving the above-mentioned problems is a reinforcement design support system used for reinforcement design of a beam through hole provided in a steel beam, and stores property information of a structure to be subjected to the reinforcement design of the beam through hole. A storage bracket, a reinforcement bracket database storing specification data of a plurality of reinforcement brackets, and a control unit that reads the property information from the storage unit, the control unit including fixed value drawing data of the steel beam and Based on the variable value design data that can be rewritten from the user terminal, the specification data of the reinforcement fitting that matches the beam through hole is read from the reinforcement fitting database, and the beam of the reinforcement fitting is read from the read specification data of the reinforcement fitting. It is configured to determine whether or not to attach to the through hole and to display a determination result on the user terminal, the storage unit, the reinforcing bracket database, and Serial controller is arranged in the cloud, and via a network from a user terminal characterized by having an accessible configuration.

  ADVANTAGE OF THE INVENTION According to this invention, the reinforcement design of a beam through-hole can be performed efficiently.

It is a figure showing a schematic structure of a reinforcement design support system concerning an embodiment of the present invention. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen at the time of editing of a dynamic spreadsheet. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen at the time of editing of a dynamic spreadsheet. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen at the time of editing of a dynamic spreadsheet. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen at the time of editing of a dynamic spreadsheet. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen when accessing the reinforcement design support system after receiving the examination completion mail of another user. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen displayed when the "browsing" button in FIG. 8 is pushed. It is a screen displayed on the user terminal in the reinforcement design support system which concerns on embodiment of this invention, Comprising: It is a screen when the user who received the confirmation request mail accesses the reinforcement design support system. FIG. 11 is a screen displayed on the user terminal in the reinforcement design support system according to the embodiment of the present invention, which is displayed when the “Confirm” button in FIG. 10 is pressed. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention. It is a figure explaining the reinforcement design method of the beam through-hole using the reinforcement design support system which concerns on embodiment of this invention.

  Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In the present specification and drawings, elements having substantially the same functional configuration are denoted by the same reference numerals, and redundant description is omitted.

  As shown in FIG. 1, the steel beam through-hole reinforcement design support system 1 according to the present embodiment includes a storage unit 10 that stores property information of a structure that is a target of beam through-hole reinforcement design, A reinforcing bracket database 20 in which the specification data of the reinforcing bracket is stored, and a control unit 30 that executes a dynamic spreadsheet that is application software are provided. The storage unit 10, the reinforcing bracket database 20, and the control unit 30 are each disposed in the cloud server 40. The cloud server 40 is configured to be accessible from a plurality of user terminals 60 via a network 50 such as an Internet line. The user terminal 60 is, for example, a personal computer, a tablet terminal, a smartphone, or the like.

  There are a plurality of storage units 10 for each property to be subjected to the reinforcement design of the beam through-hole, and each storage unit 10a, 10b, 10c has CAD drawing data or dynamic spread in which the beam specifications for each property are written. The design data under examination created by the sheet is stored. The storage unit 10 is newly created by inputting various information related to the property from the user terminal 60 when starting the reinforcement design of the beam through hole. The reinforcing bracket database 20 stores specification data of all the reinforcing brackets that can be provided by the component manufacturer. The specification data of the reinforcing bracket is data such as the model number of the reinforcing bracket, the product dimensions, and the applicable through hole diameter.

  The control unit 30 has a configuration necessary for the operation of the reinforcement design support system 1 such as a storage unit or a calculation unit that stores a dynamic spreadsheet. Specifically, for example, processing for newly creating the storage unit 10 based on property information input from the user terminal 60, processing for determining whether or not the user has access authority, processing for reading property information from the storage unit 10, Dynamic spreadsheet reading processing, reinforcing bracket specification data reading processing from the reinforcing bracket database 20, input signal processing from the user terminal 60, and a signal for displaying an image on the display unit (for example, display) of the user terminal 60 It is configured to be able to perform transmission processing and the like.

  The dynamic spreadsheet is used to examine and determine the optimum specifications of the steel beam for which the reinforcement design is performed by determining whether or not the reinforcing metal fitting conforming to the specification of the steel beam can be attached. The dynamic spreadsheet operates such that only a part of the design data of the beam displayed on the sheet can be rewritten by the user, and the other design data cannot be rewritten by the user. In the following description, rewritable beam design data is referred to as “variable value design data”, and non-rewritable beam design data is referred to as “fixed value drawing data”.

  FIG. 2 is a screen displayed on the user terminal 60 when the dynamic spreadsheet is activated in the reinforcement design support system 1 according to the present embodiment. As shown in FIG. 2, the fixed value drawing data is design data such as a cross section name of a beam, a street, a space, and a beam size. The variable value design data is, for example, design data such as the interval between adjacent beam through holes, the distance from the upper end surface position of the steel beam to the center of the beam through hole (the amount of eccentricity from the steel frame), the diameter of the beam through hole, and the like. . The user can change the variable value design data of the dynamic spreadsheet by an operation from the user terminal 60. The parameters of the variable value design data and the fixed value drawing data are not limited to those described in this embodiment. Also, what parameters are used as variable value design data and what parameters are used as fixed value drawing data can be appropriately determined according to the contents of the reinforcement design.

  The reinforcement design support system 1 according to the present embodiment is equipped with a CAD engine, and the control unit 30 uses the CAD engine to store the CAD drawing data of the object to be reinforced design stored in the storage unit 10 as Web display data. Process to convert to. In addition, after the spreadsheet design data is converted to CAD data via the CAD engine, processing for converting the data to Web display data again via the CAD engine is performed. That is, the user using the reinforcement design support system 1 according to the present embodiment can view the design data of the spreadsheet as well as the CAD drawing data of the target property on the screen of the user terminal 60 as the CAD drawing. it can. The design drawing showing the specifications of the steel beam etc. displayed on the user terminal 60 is updated every time the user modifies the variable value design data of the dynamic spreadsheet, and the user views the design drawing displayed on the screen. However, the optimum specifications of steel beams can be studied.

  Here, the operation of the dynamic spreadsheet in the reinforcement design support system 1 will be described. First, when the fixed value drawing data and the variable value design data are input on the sheet based on the design drawing in which the specifications of the steel beam or the like are written, the control unit 30 refers to the reinforcing bracket database 20 and refers to the fixed value drawing data. Further, the reinforcing metal fitting conforming to the beam through hole of the steel beam (hereinafter referred to as “virtual beam”) based on the variable design data and the specification data thereof are read from the reinforcing metal database 20. In addition, the diameter of the applicable beam through-hole, the size of the beam, the steel type, etc. are determined as conditions for attaching the reinforcing bracket to the beam through-hole.

  Thereafter, the control unit 30 determines whether or not attachment is possible when the selected reinforcing bracket is applied to the beam through-hole of the virtual beam from the reinforcing bracket specification data read from the reinforcing bracket database 20. The determination of whether or not the mounting is possible is performed based on, for example, whether the installation position of the reinforcing bracket with respect to the virtual beam is within the eccentricity possible range or the installation possible range calculated from the beam size, the specification data of the reinforcing bracket, or the like. . The control unit 30 outputs the determination result to the determination result display unit on the sheet.

  The user can confirm whether or not the reinforcing bracket selected based on the variable value design data input by the user can be attached by looking at the determination result display portion of the dynamic spreadsheet displayed on the screen. If there is a beam through hole that is determined to be unmountable, it is possible to confirm again whether or not the selected reinforcing bracket can be mounted by correcting the value of the variable value design data. Thereafter, by repeating this work, the specification of the optimal reinforcing metal fittings and steel beams suitable for the beam through holes is studied.

  For example, FIG. 3 shows a screen displayed on the user terminal 60 when the design of the beam is switched to the design of the single beam selected by the user. Of the variable value design data on the sheet, When the value of “continuous hole interval L1” is changed, the formation position of the beam through-hole moves to the right in the figure as shown in FIG. Further, as shown in FIG. 5, the same operation can be performed for other beams. In this way, the user examines the optimum steel beam specifications for providing the reinforcing bracket while correcting the variable value design data.

  Moreover, in the reinforcement design support system 1 of this embodiment, when arbitrary users (henceforth "1st user") are operating the dynamic spreadsheet among several users, other users (Hereinafter, “second user”) is configured not to operate the dynamic spreadsheet. That is, when the first user is editing the variable value design data, the control unit 30 according to the present embodiment receives a signal requesting an operation of the dynamic spreadsheet from the second user terminal. Also rejects the request.

  In the present embodiment, when the first user among the plurality of users completes the dynamic spreadsheet editing operation, the control unit 30 automatically notifies the second user by e-mail, for example. Configured to notify automatically. As a result, the first user can prompt the second user to confirm the editing contents immediately after the editing of the dynamic spreadsheet is completed, so that the beam through hole can be reinforced more efficiently. it can. Further, in the present embodiment, when the review completion mail is distributed to a plurality of users as the confirmation request of the editing work by the first user, until the data confirmation of all the users who have received the review completion mail is completed, The second user is configured not to edit the dynamic spreadsheet. As a result, since the study by the second user is started in a state in which the work content of the first user is shared by all users, each user can grasp the background of the change content and more efficiently penetrate the beam. Hole reinforcement design can be performed. The notification to the second user may be configured to be automatically distributed to all of the plurality of users registered in the reinforcement design support system 1, or designated by the first user from the plurality of users. You may comprise so that it may be delivered only to a user.

  The reinforcement design support system 1 according to the present embodiment is configured as described above. Next, an example of a beam through hole reinforcement design method using the reinforcement design support system 1 will be described. In the following description, the users who participate in the reinforcement design are assumed to be general contractors that organize the construction of structures, iron works that process steel beams, equipment contractors that install air conditioning, and parts manufacturers that manufacture reinforcing brackets. As the reinforcing metal fitting, for example, a ring-shaped metal fitting such as an OS ring (registered trademark) manufactured by Okabe Corporation is used.

<1. Upload materials for studying reinforcement brackets>
First, the sales representative of a parts manufacturer receives a request for examination of a reinforcing bracket from a general contractor, and receives CAD drawing data that describes the specifications of the steel beam as the examination material for the reinforcing bracket and other conditions related to the specifications of the steel beam. Receive. A sales representative of a parts manufacturer accesses the reinforcement design support system 1 operating on the cloud, and inputs information on a property to be subjected to the reinforcement design of the beam through hole. Thereby, the new storage part 10 with which the property information was registered in the reinforcement design support system is created. After that, as shown in FIG. 6, the sales representative of the parts manufacturer uploads the examination material of the reinforcing bracket such as the CAD drawing data received from the general contractor to the reinforcement design support system 1, and the uploaded examination material is newly created and stored. Stored in the unit 10. At this time, the sales representative of the component manufacturer designates the email address of the component manufacturer in charge registered in the reinforcement design support system 1 in advance in order to request the component manufacturer's reviewer to review the reinforcing bracket.

<2. Delivery of invitation email>
Subsequently, the sales representative of the parts manufacturer sends the e-mail addresses of the general contractor, ironworks and equipment supplier to the reinforcement design support system 1 so that the users participating in the reinforcement design of the property can access the reinforcement design support system 1. sign up. An invitation mail for permitting access to the reinforcement design support system 1 is automatically distributed to the registered mail address. The user who has received the e-mail accesses the reinforcement design support system 1 and has the authority to access the reinforcement design support system 1 related to the property by inputting the property ID and user ID and setting a login password.

<3. Download materials for studying reinforcement brackets>
After the sales representative of the parts manufacturer uploads the material for studying the reinforcing bracket, an email for requesting the examination of the reinforcing bracket is automatically distributed to the person in charge of examining the parts manufacturer. The person in charge of examination of the parts manufacturer who has received the examination request mail accesses the reinforcement design support system 1 and downloads the examination material. And in this examination document, the attachment judgment of a reinforcement metal fitting becomes NG, and the result that a reinforcement metal fitting cannot be attached with the specification of the present steel beam may be included. Note that the examination document is created in accordance with, for example, a static spreadsheet creation procedure disclosed in JP2013-134737A. There is no particular limitation on the method for creating the study document, and any method may be used as long as it describes the determination of whether to attach the reinforcing bracket to the steel beam specification received from the general contractor.

  After that, the part manufacturer's reviewer reviews the specifications of the steel beam that has been judged to be NG in the attachment of the reinforcement bracket in the examination document, and examines the specifications of the steel beam that can be attached to the reinforcement bracket in a more optimal state. For example, we will find more suitable steel beam specifications from the viewpoint of correcting design data such as the installation interval of beam through holes and the diameter of beam through holes and attaching reinforcing brackets. The part manufacturer's reviewer creates data for the dynamic spreadsheet in this way. The data created at this time is data including the above-described fixed value drawing data and variable value design data, and is data that is read when the dynamic spreadsheet is executed. In addition, if the attachment determination of the reinforcing metal fittings with respect to the initial specification of the steel beam is all OK, dynamic spreadsheet data equivalent to the specification of the steel beam shown in the examination document is created.

<4. Upload data for study forms and dynamic spreadsheets>
Next, as shown in FIG. 7, the part manufacturer's examination staff uploads the examination document and the dynamic spreadsheet data to the reinforcement design support system 1.

<5. Distribution of review completion email to other users>
When the part manufacturer's reviewer uploads the study form and the dynamic spreadsheet data to the reinforcement design support system 1, the part manufacturer's review person in charge of each part registered in the reinforcement design support system 1 including the part manufacturer's sales staff An e-mail indicating that the examination by has been completed is automatically distributed. Each user who has received the review completion mail can access the reinforcement design support system 1 from each user terminal 60, download the review document uploaded by the component manufacturer reviewer, and check the contents.

  Further, a screen as shown in FIG. 8 is displayed on the terminal 60 of the user who has received the examination completion mail and has accessed the reinforcement design support system 1. When the user presses the “Browse” button, a spreadsheet as shown in FIG. 9 is read. The sheet read at this time is a static spreadsheet in which numerical values on the sheet cannot be edited. Each user who receives the examination completion mail can check the examination result of the parts manufacturer in this way in addition to the examination document.

  When the user who has received the examination completion mail wishes to change the design data after confirming the examination result from the component manufacturer, the user presses the “edit” button in the screen shown in FIG. As a result, the dynamic spreadsheet is read and a screen as shown in FIG. 2 is displayed on the display unit of the user terminal 60. Then, after the change of the design data is completed, the user requests another user to confirm the changed design data. On the other hand, when another user who has received the confirmation request mail distributed from the reinforcement design support system 1 accesses the reinforcement design support system 1, a screen as shown in FIG. 10 is displayed on the display unit of the user terminal 60. When the user presses the “Confirm” button, a static spreadsheet as shown in FIG. 11 is read. Here, when approving the changed design data, the “confirm change contents” button at the upper left of the screen in FIG. 11 is pressed. When the design data is changed, when the “end” button is pressed, the screen shown in FIG. 8 is displayed, and the design data can be changed by the “edit” button. In this case, all the users who have received the confirmation request mail press the “confirm change contents” button, and when the changed design data is approved, the reinforcement design support system 1 completes the examination of the reinforcement design.

<6. Examination by equipment supplier>
In this embodiment, after the completion of the examination of the reinforcing bracket by the parts manufacturer, confirmation (approval) and examination by the equipment supplier are performed. As shown in FIG. 12, the equipment supplier accesses the reinforcing design support system 1 and, if the current design data needs to be changed, operates the dynamic spreadsheet as necessary to change the variable value design data. Do.

<7. Distribution of review completion email to other users>
After the confirmation by the equipment supplier or the change of the variable value design data is completed, an email indicating that the examination by the equipment supplier is completed is automatically distributed to each user. Here, a review completion email is delivered to the general contractors, ironworks and parts manufacturers. Each user who receives the examination completion mail can confirm the approval by the equipment supplier or the change result of the variable value design data. The part manufacturer's investigator can obtain feedback on changes to the variable value design data created by himself at this stage.

<8. Examination by ironworks>
In this embodiment, after receiving an examination completion email from the equipment supplier, confirmation (approval) and examination by the ironworks are performed. As shown in FIG. 13, the ironworks accesses the reinforcement design support system 1, and if the current design data needs to be changed, the dynamic spreadsheet is operated as necessary to change the variable value design data. Do.

<9. Distribution of review completion email to other users>
After confirmation by the ironworks or change of variable value design data is completed, an email indicating that the study by the ironworks is completed is automatically distributed to each user. Here, a review completion email is delivered to the general contractors, equipment contractors, and parts manufacturers. Each user who receives the examination completion mail can confirm the approval of the ironworks or the change result of the variable value design data. Here, the person in charge of examination of the equipment contractor and the parts manufacturer can obtain feedback on the changed part of the variable value design data. In addition, regarding the change of variable value design data that has already been approved by the equipment contractor, the ironworks can make a confirmation request again to the equipment contractor through an examination completion email and received the confirmation request again. The equipment contractor can also confirm and study again.

<10. Examination by general contractor>
In this embodiment, confirmation (approval) and examination by a general contractor are performed after receiving an examination completion mail from the ironworks. As shown in FIG. 14, the general contractor accesses the reinforcing design support system 1 and, if the current design data needs to be changed, operates the dynamic spreadsheet as necessary to change the variable value design data. . If the equipment manufacturer and the steelworks approve both the results of the examination by the parts manufacturer, the general contractor will finally confirm and approve the examination results at this point.

<11. Distribution of review completion email to other users>
After the confirmation by the general contractor or the change of the variable value design data is completed, an email indicating that the review by the general contractor is completed is automatically distributed to each user. Here, a study completion e-mail is distributed to the reviewers of the ironworks, equipment suppliers and parts manufacturers. Each user who receives the examination completion mail can confirm the approval of the general contractor or the change result of the variable value design data. Here, the person in charge of examination at the ironworks, equipment supplier, and parts manufacturer can obtain feedback on the changed part of the variable value design data. In addition, the general contractor can request the equipment supplier and the ironworks to confirm again through the examination completion mail about the changed part regarding the change of the variable value design data that has already been approved by the equipment supplier and the ironworks. Equipment contractors and steelworks that have received confirmation requests can also confirm and study again.

<12. Review of parts manufacturers>
When the general contractor determines that the component manufacturer needs to further examine the specifications of the reinforcing bracket and the like based on the latest design data, the general contractor requests the component manufacturer to reconsider on the reinforcement design support system 1. When a review request is made to the component manufacturer, the component manufacturer accesses the reinforcement design support system 1 and downloads the review material as shown in FIG. Then, the part manufacturer's reviewer again creates a reexamination document describing the determination result of whether or not the reinforcing bracket can be attached, and re-modifies the variable value design data with a dynamic spreadsheet as necessary. In the reinforcement design method according to the present embodiment, each user can access the reinforcement design support system 1 that operates on the cloud. The change contents of the variable value design data made by the equipment supplier can be confirmed. Therefore, the part manufacturer's reviewer can review the design data more smoothly than when checking the design data for the first time when receiving a review request from a general contractor. Such time can be shortened.

<13. Delivery of review completion email to other users>
After the review by the component manufacturer is completed, the component manufacturer's reviewer uploads the dynamic spreadsheet data with the review document and the re-correction to the reinforcing design support system 1 again. Then, an e-mail indicating that the review by the parts manufacturer has been completed is automatically distributed to each user. Here, a review completion email is delivered to general contractors, ironworks and equipment contractors. Each user who receives the review completion mail can confirm the result of the review by the parts manufacturer.

  Thereafter, such work is confirmed and approved by the ironworks and equipment suppliers, and is repeated until final approval by the general contractor is obtained, and the optimum specifications of the steel beam are determined. When the final approval from the general contractor is obtained, the final design data can be downloaded as CAD data by all users.

  As described above, according to the beam through-hole reinforcement design support system 1 according to the present embodiment, each user who participates in the design of the reinforcing bracket can operate the dynamic spreadsheet on the cloud, and each user Can check the current latest design data freely. Thereby, each user can grasp | ascertain the progress of reinforcement design in real time, and can perform reinforcement design of a beam through-hole efficiently.

  In addition, in the conventional beam through hole reinforcement design method, when reviewing the design data of steel beams by general contractors, steelworks and equipment companies, each company edits dynamic spreadsheets individually. There were three blueprints. In this case, even if there is only one final blueprint, the fact that there are multiple blueprints of the same member in the design process is the cause of the difference in drawing when exchanging drawings between companies. Can also be. These issues become more apparent as the number of companies involved in reinforcement design increases.

  On the other hand, in the beam through-hole reinforcement design support system 1 according to the present embodiment, since each company edits common design data on the cloud, such a problem can be solved.

  In the present embodiment, the CAD engine is provided in the reinforcement design support system 1, but the CAD engine may not be provided. However, if the CAD engine is installed, the design data of the beam can be visually confirmed, and even a user who is not familiar with the spreadsheet can smoothly confirm the design data. Thereby, the confirmation time of design data can be shortened, and the reinforcement design of the beam through-hole can be performed more efficiently.

  Further, in the present embodiment, the reinforcing design support system 1 is configured such that when the first user is editing the variable value design data, the second user is not permitted to edit the variable value design data. However, this function may not be provided. Even if the first user and the second user can edit the variable value design data at the same time, if the order of examination of the reinforcing brackets by each user is determined in advance, the dynamic spreadsheet is operated by different users. Can be avoided at the same time. Alternatively, when a variable spreadsheet design data is edited by the first user, if there is a dynamic spreadsheet operation request from the second user, another user operates the dynamic spreadsheet on the terminal of the second user. You may make it display the warning screen to the effect. However, during the editing of the variable value design data by the first user, the second value is set so that the variable value design data is not changed before the first user's examination work is completed due to the carelessness of the second user. It is preferable to configure the reinforcement design support system 1 so as not to allow the user to edit the variable value design data. This eliminates the need for each user to check each other for unintended changes in design data, and makes it possible to more efficiently perform reinforcement design of beam through holes.

  In the present embodiment, the reinforcing design support system 1 is configured to notify the second user after completion of editing of the variable value design data by the first user. However, this function may not be provided. Since the second user can access the reinforcement design support system 1 at any time, the current latest design data can be browsed without receiving the first user's examination completion mail. However, after the editing of the variable value design data by the first user, the variable value design by the first user is recognized so that the second user can immediately recognize it and start his own confirmation work or examination work. It is preferable to provide a function for notifying the second user of the completion of data editing. Thereby, the reinforcement design can be performed more efficiently.

  As mentioned above, although embodiment of this invention was described, this invention is not limited to this example. It is obvious for those skilled in the art that various changes or modifications can be conceived within the scope of the technical idea described in the claims. It is understood that it belongs to.

DESCRIPTION OF SYMBOLS 1 Reinforcement design support system 10 Storage part 20 Reinforcement metal fitting database 30 Control part 40 Cloud server 50 Network 60 User terminal

Claims (4)

A reinforcement design support system used for reinforcement design of a beam through hole provided in a steel beam,
A storage unit in which property information of a structure to be reinforced for the beam through hole is stored;
Reinforcement bracket database that stores the specification data of multiple reinforcement brackets,
A control unit that reads the property information from the storage unit,
The control unit reads and reads the specification data of the reinforcement fitting that fits the beam through-hole from the reinforcement fitting database based on the fixed value drawing data of the steel beam and the variable value design data that can be rewritten from the user terminal. It is configured to determine whether to attach the reinforcing bracket to the beam through-hole from the specification data of the reinforcing bracket, and to perform a process of displaying the determination result on the user terminal,
A reinforcing design support system for a steel beam through-hole, wherein the storage unit, the reinforcing bracket database and the control unit are arranged on a cloud and have a configuration accessible from a user terminal via a network.   A steel beam specification based on the fixed value drawing data and the variable value design data is generated as CAD data, and the CAD data is converted into Web display data to display the steel beam specification on the user terminal. The reinforcing design support system for a steel beam through-hole according to claim 1, which is configured.   The configuration according to claim 1 or 2, wherein when the first user is editing the variable value design data, the second user is not permitted to edit the variable value design data. Steel beam through hole reinforcement design support system.   The first user is configured to notify the second user that the editing work by the first user is completed when the first user completes editing the variable value design data. The reinforcement design support system of the steel beam through-hole as described in any one of -3.