JP7384339B1 - Allocation program and allocation system - Google Patents

Abstract

[Problem] To provide an allocation program and an allocation system that can automatically calculate and allocate joint reinforcements from the cross section of unit reinforcing bars and the arrangement of unit reinforcing bars. [Solution] A display means, a scale adjustment means, a use unit determination means for determining unit reinforcing bars to be used, and a range defined by at least two points specified from grid points represented by intersections of drawing grids. an allocation range determining means that determines the allocation range, a unit reinforcing bar determined by the unit determining means to be used, a unit reinforcing bar automatic allocation means that allocates the unit reinforcing bars based on the allocation range determined by the allocation range determining means; An allocation system including joint reinforcement automatic allocation means for allocating joint reinforcements for connecting unit reinforcements to each other based on the arrangement of the unit reinforcements and the type of the unit reinforcements, and an allocation program that causes a computer to function as the allocation system. [Selection diagram] Figure 3

Description

The present invention relates to an allocation program and an allocation system regarding unit reinforcing bars.

In order to reduce construction time, cost, and quality stability, the foundations of buildings use unit reinforcing bars, which are made by pre-manufacturing multiple reinforcing bars in a lattice pattern vertically and horizontally at a factory. Multiple types of unit reinforcing bars are required depending on the shape and strength of the foundation. Therefore, in the past, when selecting the length and type of unit reinforcing bars for the foundation, the person in charge of design manually assigned the various unit reinforcing bars based on a diagram of the layout pattern of the unit reinforcing bars for the foundation determined through structural calculations. Ta. However, this assignment work requires a great deal of effort and time. Therefore, a design support program configured to automatically allocate unit reinforcing bars based on a foundation plan of a building has been disclosed (for example, Patent Document 1).

JP2010-33542

However, in conventional design support programs, the joint bars used to connect unit reinforcing bars are checked against a pre-registered master pattern, so if there are no matching joint bars, a worker must register them separately. There was a problem that it was troublesome.

Therefore, the present invention provides an allocation program and an allocation system that can automatically calculate and allocate joint reinforcements from the structure of unit reinforcement and arrangement of unit reinforcement without requiring master registration regarding combinations of unit reinforcement and joint reinforcement. The purpose is to

In order to achieve the above object, the layout program of the present invention includes a display means for displaying a basic floor plan on a screen superimposed on a drawing grid representing lines arranged at regular intervals, a scale adjustment means for adjusting an interval between grid lines represented by a construction grid displayed overlapping with a foundation plan; a unit determining means for determining a unit reinforcing bar to be used based on instructions from a worker; and the construction grid. an allocation range determining means for determining a range defined by at least two points specified by an operator among the grid points represented by the intersections of the unit reinforcing bars as an allocation range of the unit reinforcing bars, and a unit determined by the unit-to-be-used determining means. Reinforcing bars, unit reinforcing bar automatic allocation means for allocating unit reinforcing bars constituting the foundation based on the allocation range determined by the allocation range determining means, and joint reinforcement for connecting the allocated unit reinforcing bars to each other in the unit. A feature of this system is that the computer functions as a means for automatically allocating joint reinforcements based on information and placement of reinforcing bars.

In this case, the layout program of the present invention causes the computer to function as a slab reinforcement allocation means that determines a range specified by the operator as the slab reinforcement allocation range out of the range represented by the drawing grid. Good too.

Further, the assignment program of the present invention may cause a computer to function as a reinforcement reinforcement assignment means that assigns reinforcement bars based on the range of unit reinforcement designated by the operator and the type of unit reinforcement.

Further, the allocation program of the present invention may cause the computer to function as an integration means for integrating the required amounts of unit reinforcing bars and joint reinforcing bars based on the assignment results of the assigned unit reinforcing bars and joint reinforcing bars.

Further, the layout program of the present invention may cause the computer to function as a layout result output means for displaying the layout result regarding the selected position on the screen based on instructions from the operator.

Further, the layout program of the present invention may cause a computer to function as a marker adding means for displaying a marker at an arbitrary position on the screen.

Moreover, the layout program of the present invention may cause a computer to function as a layout diagram output means for outputting layout diagram data based on the assignment results of the unit reinforcing bars and joint reinforcements.

Further, the allocation program of the present invention selects one or more unit reinforcing bars to be used based on instructions from the worker, and displays the unit reinforcing bars determined by the unit-to-be-used determining means on a screen so that the worker can select them. A computer may function as the unit selection means.

Further, the use unit selection means may select a unit reinforcing bar based on a selected building manufacturer based on an instruction from an operator.

Further, the allocation program of the present invention may cause a computer to function as a sub-material allocation means for allocating sub-materials to be used based on instructions from an operator.

Further, the display means may be configured to switch and display the screen for each basic map to be used based on instructions from the operator.

Further, the layout program of the present invention may cause a computer to function as a comment input means for inputting and displaying a comment at an arbitrary position on the screen.

Further, the layout program of the present invention may cause a computer to function as a layout editing means for editing the layout of the unit reinforcing bars or the joint bars based on instructions from an operator.

Further, the allocation system of the present invention is characterized by comprising the above-mentioned display means, scale adjustment means, use unit determination means, allocation range determination means, unit reinforcement automatic allocation means, and joint reinforcement automatic allocation means. Further, the allocation system of the present invention includes the above-mentioned slab reinforcement allocation means, reinforcement reinforcement allocation means, integration means, allocation result output means, marker addition means, layout diagram output means, use unit selection means, auxiliary material allocation means, and comment input. and a layout editing means.

The assignment program and assignment system of the present invention do not require master registration of combinations of unit reinforcing bars and joint bars, and can automatically calculate and assign joint bars from the structure of unit reinforcing bars and the arrangement of unit reinforcing bars. You can easily assign joint muscles suitable for the situation.

FIG. 1 is a configuration diagram of an allocation system of the present invention. It is a diagram showing an example of a basic plan. 3 is a flowchart showing the steps of the layout program of the present invention. It is a figure showing the work screen of the display step of the present invention. It is a figure showing the work screen of the scale adjustment step of the present invention. FIG. 3 is a diagram showing a work screen of an allocation range determining step of the present invention. 3 is a flowchart showing the input steps of the present invention. It is a flowchart which shows the joint muscle automatic allocation step of this invention. It is a side view which shows a linear joint muscle. FIG. 2 is a perspective view showing a joint reinforcement having a shape along the connection direction of unit reinforcing bars. It is a side view showing a Z-shaped joint muscle. It is (a) a top view and (b) a perspective view which show a joint reinforcing bar when anchorage length cannot be ensured. It is a figure which shows the work screen of the reinforcement reinforcement allocation step of this invention. It is a flowchart which shows the reinforcement reinforcement allocation step of this invention. It is a figure showing the work screen of the slab reinforcement step of the present invention. It is a flowchart which shows the slab reinforcement step of this invention. It is a figure which shows the work screen of the auxiliary material addition step of this invention. It is a flowchart which shows the auxiliary material addition step of this invention. FIG. 3 is a diagram showing a work screen of a layout editing step of the present invention. 3 is a flowchart showing layout editing steps of the present invention. FIG. 7 is a diagram showing a work screen of an allocation result output step of the present invention. It is a figure showing the work screen of the marker addition step of the present invention. FIG. 3 is a diagram showing an example of a layout diagram. It is a figure which shows the work screen of the screen switching step of this invention. It is a figure showing the work screen of the comment input step of the present invention.

Examples of the layout system 1 of the present invention and the layout program 2 used in the layout system 1 will be described below. Here, the allocation program 2 means so-called software. Furthermore, the layout system 1 refers to hardware such as a computer and its peripheral equipment on which the layout program 2 is installed. FIG. 1 is a block diagram schematically showing the electrical configuration of a layout system 1 in which a layout program 2 of the present invention is installed.

<Allocation system>
The allocation system 1 is used by an operator to allocate and integrate the unit reinforcing bars 5, joint bars 6, etc. that make up the foundation, based on the foundation plan 35 (see FIG. 2). As shown in FIG. 1, the hardware of a computer and its peripheral devices mainly includes a CPU 11, a ROM 12, a RAM 13, a storage device 14, an input device 16, a display device 17, an interface, and the like.

Here, the unit reinforcing bars 5 are manufactured in advance in a factory by assembling a plurality of reinforcing bars in a lattice shape vertically and horizontally, and are mainly composed of main bars 51, abdominal bars 52, stirrups 53, base bars, and the like.

The CPU 11 is a central processing unit that generally controls the layout system 1, and is used to execute various steps shown in the flowchart of FIG. 3 based on the layout program 2. The information (data) determined by the CPU 11 is stored in the RAM 13 and storage device 14, which will be described later. The ROM 12 is a nonvolatile memory that stores BIOS and the like executed by the CPU 11. The RAM 13 is a volatile memory that temporarily stores information (data) necessary for the activated allocation program 2, various steps of the allocation program 2 executed by the CPU 11, information determined in the various steps, and the like.

The interface is for wired or wireless connection between the CPU 11 and external devices such as a ROM 12, a RAM 13, a storage device 14, an input device 16, a display device 17, a scanner, a printer, and a tablet.

The storage device 14 refers to a rewritable nonvolatile memory such as a hard disk drive (HDD) or solid state drive (SSD), and stores the allocation program 2, database 21, and the like. Further, information (data) necessary for the layout program 2 or various steps of the layout program 2 executed by the CPU 11, information determined in the various steps, etc. may be stored. Although not shown, basic software (OS) such as Windows or an interpreter such as Java or JRuby may be stored. Furthermore, the storage device 14 may be built into the computer or may be located on an external server. Using an external server allows multiple workers to use the layout program 2 on multiple PCs.

The layout system 1 executes each step shown in the flowchart of FIG. 3 according to the layout program 2. Details of each step will be described later.

The database 21 stores various information used by the layout system 1 and layout program 2 of the present invention. For example, regarding the unit reinforcing bar 5, identification information of the unit reinforcing bar 5, identification information of the main reinforcement 51, abdominal reinforcement 52, stirrup reinforcement 53, base reinforcement, etc. that constitute the unit reinforcing bar 5, diameter, height, and number are stored. Here, the height refers to the height of the main reinforcement 51, abdominal reinforcement 52, stirrup reinforcement 53, base reinforcement, etc., based on a vertical position called a ground level determined for each unit reinforcing reinforcement. In addition, the database 21 includes information on the identification information and diameter of the joint reinforcement 6, the identification information and diameter of the reinforcing reinforcement, the identification information and diameter of the slab reinforcement, the identification information of auxiliary materials, etc., and information necessary for the foundation and other configurations. Information including various values used to calculate the required amount of reinforcing bars is also stored. In addition, for items that are not registered in the database 21, it is also possible for the worker to read information such as the reinforcing bar diameter and height of the unit reinforcing bars 5 to be used from the foundation plan 35 etc. and register them in the database 21 in advance. be. Note that the database 21 may be dedicated to the layout program 2, or may be shared with a database of other software.

In addition, each building manufacturer has adopted its own standards, and the diameter of reinforcing bars to be matched is determined by the specifications of each building manufacturer. Therefore, even if the cross-sectional shape of the foundation is the same, different building manufacturers may use different units. The reinforcing bars 5 and the joint bars 6 to be applied may be different. Further, depending on the construction manufacturer, the unit reinforcing bars 5 that are normally used may be fixed. Furthermore, even the same building manufacturer may use multiple specifications. Regarding such building manufacturers, it is also possible to register the commonly used unit reinforcing bars 5 in the database 21 in advance in association with each specification of the building manufacturer. This makes it possible to allocate unit reinforcing bars by simply selecting the building manufacturer's specifications, without having to select unit reinforcing bars one by one, thereby preventing selection errors.

The input device 16 is, for example, a keyboard, a mouse, or the like, and is used to input instructions from the operator into the layout system 1. The display device 17 has a screen and is for displaying and outputting a work screen in the allocation system 1 (hereinafter referred to as a work screen 30) and the work status on the work screen 30 in accordance with a signal from the CPU 11. For example, this applies to liquid crystal displays.

Next, each step of functioning the layout system 1 of the present invention will be explained with reference to the flowchart of FIG. 3. The layout system 1 executes each step according to the layout program 2. The layout program 2 causes the computer of the layout system to execute a unit selection step S1, a display step S2, a scale adjustment step S3, an input step S4, a layout diagram output step S6, and the like. When the allocation program 2 is started, the CPU 11 starts executing each of these steps based on an operator's instructions or automatically. In each step, a work screen 30 (see FIG. 4) is displayed on the display device 17.

FIG. 4 is a diagram showing an example of a work screen 30 displayed on the screen of the display device 17 in the layout process. As shown in FIG. 4, the work screen 30 includes a menu area 31 provided on the right side of the screen, a drawing area 32 provided on the left side of the screen, and a menu bar 33 provided on the top of the screen.

The menu area 31 is an area that displays a plurality of operation buttons, radio buttons, check boxes, etc. related to allocation. By placing the mouse pointer on any operation button or the like and clicking the button, the operator can instruct the selection or execution of the function assigned to that operation button.

The drawing area 32 is an area that displays a drawing grid 321 consisting of grid lines arranged vertically and horizontally at regular intervals. Note that each intersection of the drawing grid 321 is referred to as a grid point 322 in this embodiment. The CPU 11 sets an XY coordinate system in which the lower left corner of the work screen 30 is the origin, the horizontal direction is the X-axis direction, and the vertical direction is the Y-axis direction, and uses the position information represented by the coordinates to determine each point on the work screen 30. Manage your location. Therefore, when the mouse pointer is placed within the work screen 30 and clicked, the CPU 11 can specify the designated grid point 322 etc. based on the position information.

The menu bar 33 is a bar that displays menus for selecting stored files, outputting data, using markers, etc.

<Using unit selection step S1>
The unit-to-be-used selection step S1 selects one or more unit reinforcing bars 5 to be used based on instructions from the worker, and displays on the screen the unit reinforcing bars 5 to be determined by the unit-to-be-used determining means described later so that the worker can select them. This is a step of causing the computer to function as a usage unit selection means. In the database 21 of the allocation system, information regarding the configuration of the unit reinforcing bars, such as the diameter and height of the main reinforcing bars 51 and abdominal bars 52 of the unit reinforcing bars 5, is registered in advance.

The operator selects one or more unit reinforcing bars 5 to be used for allocation from the database 21 based on a predetermined operation. Then, the CPU 11 determines one or more unit reinforcing bars 5 to be used for allocation based on instructions from the operator. Further, as shown in FIG. 4, the CPU 11 displays, in the menu area 31, a radio button 310 from which a unit reinforcing bar 5 to be determined by a unit-to-be-used determining means, which will be described later, can be selected and a unit reinforcing bar name. As a result, the worker can easily allocate the predetermined unit reinforcing bar 5 by simply selecting the radio button 310, so there is no need to input information about the unit reinforcing bar 5 at the time of allocation, and input errors can be prevented. .

Further, as described above, the unit reinforcing bars 5 have different specifications depending on the construction manufacturer, and the unit reinforcing bars 5 that are normally used may be fixed. In such a case, in the unit-to-be-used selection step S1, the unit reinforcing bars 5 associated with the building manufacturer are selected and displayed in the menu area 31 by selecting the specifications of the building manufacturer based on instructions from the worker. It may be something that does. As a result, the unit reinforcing bars 5 associated with the construction manufacturer's specifications stored in the database 21 are selected by default, so there is no need to select the unit reinforcing bars 5 each time, and selection mistakes can be prevented. Note that the association between the building manufacturer's specifications and the unit reinforcing bars 5 is registered in the database 21 in advance by the worker.

<Display step S2>
The display step S2 is a step in which the computer functions as a display means for displaying the basic floor plan 35 on the screen of the display device 17, overlapping it with the drawing grid 321 representing lines arranged at regular intervals, based on instructions from the worker. be. Here, the basic map 35 used in the layout process will be explained in advance. FIG. 2 is a diagram showing an example of the basic floor plan 35. The foundation plan 35 is a diagram showing in detail the layout and size of the foundation 36 of the building. The foundation plan 35 shows vertical and horizontal module lines 351 to represent the basic dimensions of the building. This basic plan 35 is given to the worker who determines the layout of the unit reinforcing bars 5 in the form of a drawing on paper or as image data such as a bitmap or PDF.

The operator saves the image data of this basic map 35 in the storage device 14 of the layout system 1 in advance. If the basic map 35 is a paper medium, it may be read with a scanner or the like, converted into image data such as a bitmap, and stored in the storage device 14 or the like of the layout system 1.

Next, the operator selects the saved image data of the basic map 35 and reads it into the layout system 1. Then, the CPU 11 stores the image data of the basic map 35 in the RAM 13, and displays the basic map 35 overlapping the drawing grid 321 in the drawing area 32. As shown in FIG. 4, by displaying the basic plan 35 in the drawing area 32, a drawing grid 321 is displayed superimposed on the basic plan 35, which is displayed like a background. Note that the interval between the drawing grids 321 represents the dimensional unit used for layout. The dimensional units are registered in advance, and for example, in the case of a shaku module, the interval represents 910 mm, and in the case of a metric module, the interval represents 1000 mm.

Note that the display means displays the basic plan 35 and the drawing displayed in the drawing area 32 while keeping the position and ratio of the drawing grid 321 to the basic plan 35 the same based on the operator's operations using keys, mouse, etc. It is also possible to enlarge or reduce the size of the grid 321, or to move its position.

Note that, depending on the property, the foundation plan 35 may be divided into multiple parts depending on the contents of the foundation, as shown in FIGS. 24(a) and 24(b). In this case, there may be cases where it is desired to import a plurality of basic plans 35 and work by switching between the basic plans 35 according to what is to be input. Therefore, the display means of the present invention may switch and display the screen for each basic map 35 to be used based on instructions from the operator. In this case, the CPU 11 displays the basic plan 35 to be used from among the plurality of basic plans 35 stored in the RAM 13 in the display step S2 in the drawing area 32, superimposing it on the drawing grid 321 based on the operator's instructions. The operator's instructions may be given by a predetermined operation such as clicking on the screen switching button 311 in the menu area 31 and selecting the screen number that he/she wishes to use.

<Scale adjustment step S3>
The scale adjustment step S3 is a step in which the computer functions as a scale adjustment means for adjusting the interval between grid lines represented by the drawing grid 321 displayed superimposed on the basic floor plan 35, based on instructions from the operator. When the module lines 351 drawn on the basic plan 35 are scale modules, the intervals are expressed as 910 mm, and when they are metric modules, the intervals are expressed as 1000 mm. However, since the basic map 35 is represented by image data, the intervals represented by the module lines 351 cannot be used as digital data for calculation processing. Therefore, the operator adjusts the interval between the grid lines, which is the dimensional unit of the drawing area 32, in accordance with the interval of the module lines 351, which is the dimensional unit of the basic floor plan 35, and uses the interval between the grid lines to It is necessary to be able to handle the dimensions on 32 as digital data.

First, the worker indicates the position and spacing of the module lines 351 on the basic floor plan 35. Then, the CPU 11 adjusts the positions and intervals of the grid lines in the drawing area 32 based on the positions and intervals so that they match the module lines 351 of the basic floor plan 35.

The procedure for adjusting the drawing grid 321 will be specifically explained with reference to FIGS. 4 and 5. FIG. 4 is a diagram showing the drawing area 32 before the drawing grid 321 is adjusted. As shown in FIG. 5A, the operator first specifies two arbitrary points of intersection of the module lines 351 shown in the basic floor plan 35, for example, the lower left corner LD and the upper right corner RU. You can specify this in any way, but for example, you can move the mouse pointer to the lower left corner LD of the intersection of the module lines 351 shown on the basic plan 35 and click, and then click the upper right corner RU of the intersection of the module lines 351. Just place your mouse pointer on it and click. Then, the CPU 11 matches the rectangular range specified by the lower left corner LD and the lower right corner RU expressed in the basic map 35 with the rectangular range specified by the grid lines in the drawing area 32.

Further, the CPU 11 displays a menu for inputting the number of module lines 351 in the horizontal direction (X direction) between the upper left corner LU and the lower right corner RD, as shown in FIG. 5(a), for example. , have the worker input the number. When the operator inputs the number of module lines 351, the CPU 11 automatically adjusts the spacing of the entire drawing grid 321 so that the number input by the operator matches the number of grid lines in the rectangular range determined earlier. do. Further, the CPU 11 matches the lower left corner LD of the determined rectangular range with the grid point 322a. FIG. 5B is a diagram showing the state of the drawing area 32 after adjusting the positions of the grid lines and module lines 351. In this way, the CPU 11 can match the module line 351 with the grid line, so it can determine the positions of the unit reinforcing bars 5, joint bars 6, etc. based on the grid points, and determine the positions of the unit reinforcing bars 5, joint bars, etc. based on the distance between the grid points. It is also possible to determine the length of the muscle 6, etc.

Note that the layout system of the present invention may include a grid adjustment step in which the computer functions as a grid adjustment means for increasing the number of grid lines at positions where the module lines 351 are divided. Thereby, it is possible to input a position finer than the module interval. For example, as shown in FIG. 5, the radio button 312 at the upper right of the menu area 31 is set to 1/1 by default, and the number of module lines 351 and the number of grid lines match. When the operator checks and selects "1/2," "1/4," and "1/5" on the radio button 312 using a mouse pointer, the CPU 11 selects the module line 351 as 1/2, 1/4, and 1/5. Add grid lines to the position where you want to divide into 1/5. Further, there are times when the operator wants to shift the position of the grid line with respect to the module line 351. The grid adjustment means may have a function of freely moving the relative positions of the module line 351 and the grid line. In this case, if the operator selects "free" from the radio button 312 and inputs the value to be moved, the CPU 11 moves the relative position of the module line 351 and the grid line based on the value. . Further, there are times when the operator wants to shift the position of the grid line relative to the module line 351 in the x direction or the y direction by a specific value. In this case, if the operator inputs a numerical value into the window 313 behind "x:" or "y:", the CPU 11 shifts the position of the grid line in the x direction or y direction based on the input numerical value.

<Input step S4>
The input step S4 includes a usage unit determination step S41 in which the computer functions as a usage unit determination means, and an allocation range determination step S42 in which the computer functions as an allocation range determination means, based on instructions from the operator. In addition, the input step S4 includes a reinforcement reinforcement allocation step S45 in which the computer functions as a reinforcement reinforcement allocation means, a slab reinforcement allocation step S46 in which the computer functions as a slab reinforcement allocation means, and an auxiliary material addition step S47 in which the computer functions as an auxiliary material addition means. , a marker adding step that functions as a marker adding means, and a layout editing step S48 that functions as a layout editing means.

<Using unit determination step S41>
The unit-to-be-used determining step S41 is a step in which the computer functions as a unit-to-be-used determining means that determines the unit reinforcing bars 5 to be used based on instructions from the operator.

The operator determines the unit reinforcing bars 5 to be used for allocation by performing predetermined operations. Any operation may be used to determine the unit reinforcing bar 5, but for example, as explained in the unit selection step S1, the selected unit reinforcing bar 5 can be selected by clicking the radio button 313 and the unit reinforcing bar name in the menu area 31. is displayed. Therefore, as shown in FIG. 6(a), the operator only has to move the mouse to the radio button displaying the name of the unit reinforcing bar that he or she wants to use and click to make a decision. Then, the CPU 11 determines the selected unit reinforcing bar 5 as the reinforcing bar to be used in the allocation range.

<Allocation range determination step S42>
In the allocation range determining step S42, the computer functions as an allocation range determining means that determines, as an allocation range, a range defined by at least two points specified by the operator among the grid points 322 represented by the intersections of the drawing grid 321. This step is to Since the foundation plan 35 is drawn with the module line 351 as a reference, in the foundation plan 35, the foundations are drawn on the module line 351 or at positions that equally divide the interval between the module lines 351. As described above, the grid lines overlap the module lines 351, and the grid lines can also be placed at positions that equally divide the intervals between the module lines 351. Therefore, the operator can accurately specify the layout range that overlaps the foundation drawn on the foundation plan 35 by a simple operation of specifying grid lines and grid points 322.

Specifically, in the drawing area 32, while looking at the foundation map 35 displayed in the background, the worker selects the grid point at one end of the range where the foundation is continuous as the allocation start point, as shown in FIG. 6(a). 40, and specify the grid point at the other end as the allocation end point 41. Then, the CPU 11 determines a line having the allocation start point 40 as one end and the allocation end point 41 as the other end as the allocation range. Further, as shown in FIG. 6(b), the CPU 11 displays a bar-shaped line 42 indicating the allocation range in the drawing area 32, superimposing it on the basic floor plan 35. Therefore, the operator can grasp the determined allocation range at a glance. Note that the grid points 322 may be specified by a predetermined operation such as pointing and clicking with a mouse pointer, for example. In this case, even if a position outside the grid point 322 is indicated by the mouse pointer, the CPU 11 assumes that the grid point 322 closest to the position indicated by the mouse pointer is specified as the allocation start point 40 or the allocation end point 41. do. Therefore, the operator can specify the grid point 322 without performing detailed operations such as precisely positioning the mouse pointer on the grid point 322.

In addition, when multiple linear foundations are curved in an L-shape or U-shape, etc., the worker should designate any position on the foundations as the allocation starting point 40, and select the apex where the foundations touch or intersect. It is also possible to designate three or more points, with the position of the intersection being the middle point of the layout and an arbitrary position being the end point 41 of the layout. In this case, in order to make the CPU 11 recognize that the point to be specified is an intermediate point, perform a predetermined operation, for example, point and click the grid point 322 you wish to specify with the mouse pointer while holding down a predetermined key. . Then, the CPU 11 determines a line with the allocation start point 40 as one end and the midpoint as the other end, and a line with the midpoint as one end and the allocation end point 41 as the other end, as the allocation range, and creates a line 42 indicating the allocation range. is displayed superimposed on basic floor plan 35.

In addition, in a portion where the foundation intersects, for example, in a cross shape, a plurality of patterns occur in the arrangement of unit reinforcing bars that are continuous and unit reinforcing bars that are separated at the intersection. In such a case, the CPU 11 displays in a pop-up or the like the direction in which the unit reinforcing bars 5 are to be continuous, and allows the operator to select the unit reinforcing bars 5 to be continuous. When the worker selects the unit reinforcing bars 5 to be continuous, the CPU 11 determines the unit reinforcing bars 5 to be continuous based on the worker's selection, and determines the allocation range based on this.

<Unit reinforcing bar automatic allocation step S43>
The unit reinforcing bar automatic allocation step S43 is a unit reinforcing bar automatic allocation means that allocates unit reinforcing bars constituting the foundation based on the unit reinforcing bars 5 determined by the unit to be used determining means and the allocation range determined by the allocation range determining means. This is the step that makes the computer function. Assigning unit reinforcing bars here means determining the position and length of the unit reinforcing bars. Once the allocation range is determined, the CPU 11 executes unit reinforcing bar automatic allocation step S43 in real time based on the flow shown in FIG. 7, for example. Note that the determined allocation range includes not only the allocation range determined immediately before, but also the allocation range already determined before that.

Specifically, the CPU 11 does not divide the unit reinforcing bars 5 if the length of the unit reinforcing bars 5 in the allocation range is equal to or less than a predetermined maximum length (S431). Here, the maximum length is the maximum length of the unit reinforcing bar 5 determined by limitations such as the performance of the manufacturing machine, the length of raw materials, and the length that can be transported by truck. The maximum length is registered in the database 21 in advance. If the length of the unit reinforcing bars 5 in the allocation range exceeds the maximum length, the CPU 11 divides the allocation range so that the length of the unit reinforcing bars 5 after division becomes the smallest number of divisions within the range that does not exceed the maximum length. Divide (S432).

In addition, since the foundation plan 35 depicts the layout and size of the building's foundation based on the vertical and horizontal module lines 351 to represent the basic dimensions of the building, the unit reinforcing bars 5 used for the foundation are also based on the basic dimensions of the building. It is more convenient from a manufacturing and construction point of view to use a standard length based on dimensions. Specifically, in the case of a length module, the standard length is 455 mm, 910 mm, 1820 mm, 2730 mm, etc. Therefore, when dividing the allocation range, the CPU 11 sets the dividing length as the standard length and calculates a combination of dividing so that the non-standard length is minimized (S433). Note that the dividing position is hereinafter referred to as a dividing point.

Further, if the intersection point where the foundations intersect is used as a dividing point, the strength at that location will be weakened, and it will be necessary to arrange a plurality of joint reinforcements 6 etc. at the same location, making construction difficult. Therefore, it is preferable that the dividing points do not overlap with the intersection points of the foundations as much as possible. Therefore, if there is a combination in which the division points do not overlap with the intersections between the foundations, the CPU 11 selects the combinations in which the division points do not overlap (S434).

Furthermore, it is advantageous in terms of cost and versatility during construction to have as few types of unit reinforcing bars as possible. Therefore, the CPU 11 selects and determines the combination with the least number of types of unit reinforcing bars from the remaining combinations (S435). Note that if there are multiple combinations that result in the least number of unit reinforcing bars among the remaining combinations, a combination is selected and determined at random from among the remaining combinations. In this way, the CPU 11 determines the position and length of the unit reinforcing bars 5, and the allocation is completed.

<Joint muscle automatic allocation step S44>
The joint reinforcement automatic allocation step S44 is a step in which the computer functions as a joint reinforcement automatic allocation means that allocates joint reinforcement 6 for connecting the allocated unit reinforcement 5 to each other based on the information and arrangement of the unit reinforcement 5. . Here, the information on the unit reinforcing bars 5 is information regarding the identification information, diameter, and height of the main reinforcing bars 51, abdominal muscles 52, etc. that constitute the unit reinforcing bars 5, and is stored in the database 21 in advance as described above. When the unit reinforcing bars 5 are allocated by the unit reinforcing bar automatic allocation means, the allocation editing means described later, etc., the CPU 11 executes the joint reinforcement automatic allocation step S44 in real time based on the flow shown in FIG. 8, for example. Details of the joint muscle automatic allocation step S44 will be explained using FIGS. 9 to 12.

[Central part shape and type determination step S441]
The central portion shape and type determination step S441 is a step for determining the central portion shape and type of the joint muscle 6. The CPU 11 determines the shape of the central portion of the joint reinforcement 6 from the arrangement of the unit reinforcement 5 to be connected, and determines the type of joint reinforcement required from the height and number of the main reinforcement and abdominal reinforcement that constitute the unit reinforcement 5. Here, the central portion shape means the horizontal shape of the central portion of the joint reinforcement 6 (near the connecting portion between unit reinforcing bars to be connected). Further, the height information of the unit reinforcing bar 5 means information regarding the height of the main reinforcing bars and abdominal muscles constituting the unit reinforcing bar 5 with respect to the ground level.

The CPU 11 determines the shape of the central portion of the joint reinforcement 6 to be the same angle as the connection angle θ between the unit reinforcing bars 5 to which the joint reinforcement is connected. Specifically, for example, when the unit reinforcing bars 5A and 5B to which the joint bar 5 connects are arranged in the same direction (the angle at the connection part is 180 degrees), the CPU 11 , it is determined that the shape of the central part of the joint reinforcement 6 at the connection portion between the unit reinforcing bars 5A and 5B is linear (180 degrees). On the other hand, as shown in FIG. 10, when the connecting unit reinforcing bars 5A, 5B are arranged in different directions (90 degrees in FIG. 10), the CPU 11 The shape of unit reinforcing bars 5A and 5B is determined to be bent at a connection angle θ degrees (90 degrees in FIG. 10).

Further, the CPU 11 determines the type of joint reinforcement 6 necessary for connection from information regarding the height and number of the main reinforcement and abdominal reinforcement that constitute the unit reinforcing bars 5A, 5B to which the joint reinforcement 6 is connected. Specifically, for example, it is compared whether the heights of the main bars 51 of the unit reinforcing bars 5A and 5B to be connected are the same, and if they are the same, the CPU 11 determines that the same number of joint reinforcing bars 6 (hereinafter referred to as rectilinear bars) as the main bars 51 and abdominal bars 52 are required for connection. Furthermore, when the heights of the main bars 51 of the unit reinforcing bars 5A and 5B to be connected are different, the CPU 11 not only connects the same number of joint reinforcing bars 6 as the main bars 51 and abdominal bars 52 as shown in FIG. As shown in , it is determined that a Z-shaped joint reinforcing bar 6Z that is perpendicular to the height difference of the main reinforcing bars 51 is also necessary.

Note that the shape of the central portion of the joint muscle 6 and the type of the joint muscle 6 may be determined first. Further, information on the unit reinforcing bars 5 and pattern classification based on the arrangement may be stored in the allocation program 2 in advance, and the shape of the central portion of the joint reinforcement 6 and the type of the joint reinforcement 6 may be determined at the same time based on this information.

[Diameter determination step S442]
The diameter determination step S442 is a step for determining the diameter of the joint muscle 6. The CPU 11 determines whether the diameters of the reinforcing bars that make up the unit reinforcing bars 5A and 5B to be connected (for example, the main reinforcing bars 51 and the abdominal bars 52 to be connected) are the same. If it is determined that the diameters of the reinforcing bars to be connected are the same, the CPU 11 determines that the diameter of the joint reinforcing bars 6 is the same as the diameter of the reinforcing bars (see FIGS. 9(a) and 10(a)). ). On the other hand, if it is determined that the diameters of the reinforcing bars of the unit reinforcing bars 5 to be connected are different, the CPU 11 sets the diameter of the joint reinforcing bars 6 to the unit reinforcing bars 5A or 5B based on the specifications of the registered construction manufacturer, etc. The diameter of either reinforcing bar is determined to be the same as the diameter of one of the reinforcing bars. For example, in FIGS. 9(b) and 10(b), the diameter of the joint reinforcing bars 6 is determined based on the reinforcing bar with the larger warp (unit reinforcing bars 5B). In this way, the diameters of the joint muscles 6 are determined for each of the main muscles 51 and abdominal muscles 52.

[Fuser length determination step S443]
The fixation length determination step S443 is a step for determining the length of the basic joint muscle 6. The joint reinforcement 6 requires a length called anchorage (hereinafter referred to as anchorage length) in order to ensure strength by overlapping with the main reinforcement 51 and abdominal reinforcement 52 of the unit reinforcing bars 5 to be connected. This fixation length is determined in advance based on the specifications of the construction manufacturer registered in the database 21, the diameter of the joint reinforcement 6, and the shape of the center portion of the joint reinforcement 6. Therefore, the CPU 11 selects the fixation length based on the diameter and central shape of the joint reinforcement 6 and the specifications of the building manufacturer registered in the database 21, and determines the length of the joint reinforcement 6. In this way, the lengths of the joint muscles 6 are determined for each of the main muscles 51 and abdominal muscles 52.

[End side shape determination step]
The end side shape determining step is a step of determining whether or not the fixed length of the joint muscle 6 can be ensured, and determining the shape of the end side of the joint muscle 6. Depending on the shape of the foundation, the length of the unit reinforcing bars 5 to be connected may be short and the fixation length may not be secured. For example, as shown in FIG. 12(a), when the length d of the unit reinforcing bar 5D is shorter than the fixing length L1 (d<L1), the fixing length L1 cannot be secured. Therefore, if the anchoring length L1 is insufficient, it is necessary to extend the joint reinforcement 6 to the unit reinforcing bar 5E connected to the unit reinforcing bar 5D in order to ensure the anchoring length. Further, depending on the arrangement of the unit reinforcing bars, there may be no unit reinforcing bars to ensure the anchoring length, and the joint reinforcing bars 6 may not be able to be extended in the horizontal direction. For example, as shown in FIG. 12(a), if the length e of the unit reinforcing bar 5E is shorter than the fixing length L1 (e<L1), the fixing length L1 cannot be secured. Furthermore, there are no more unit reinforcing bars connected in the horizontal direction in the unit reinforcing bars 5E. In this case, in order to ensure the fixing length, it is necessary to extend the joint reinforcement 6 by bending it in the vertical direction (the longitudinal direction of the stirrup 53) at the end of the unit reinforcement 5E.

Therefore, the CPU 11 compares the length of the unit reinforcing bars 5 to be connected with the anchoring length, and determines whether the length of the unit reinforcing bars 5 to be connected is equal to or greater than the anchoring length L1 (S444). When the CPU 11 determines that the length of the unit reinforcing bars 5 to be connected is equal to or longer than the fixing length L1, the CPU 11 ends the allocation of the joint bars 6. In this case, the end portion side of the joint muscle 6 has a straight shape. Further, when determining that the length of the unit reinforcing bar 5 to be connected is shorter than the anchoring length L1, the CPU 11 determines whether there is any unit reinforcing bar 5 to be further connected to the end of the unit reinforcing bar 5 to be connected. Judgment is made from the arrangement of 5 (S445). When the CPU 11 determines that there is another unit reinforcing bar 5 to be connected to the unit reinforcing bar 5 to be connected, the CPU 11 bends the end side of the joint reinforcing bar 6 along the horizontal connection shape of the unit reinforcing bar 5. I decide. Further, the CPU 11 returns to step S444 again and determines whether the length of the unit reinforcing bars 5 connected in this shape is equal to or longer than the fixing length L1.

In addition, if the CPU 11 determines that there is no unit reinforcing bar 5 to be further connected to the end of the unit reinforcing bar 5 to be connected, the CPU 11 moves the end side of the joint bar 6 perpendicularly along the end of the unit reinforcing bar 5. The shape is determined to be bent in the direction (longitudinal direction of the stirrup 53), and the allocation of the joint reinforcement 6 is completed.

In this way, in the joint reinforcement automatic allocation step S44, the structure of the unit reinforcing bars 5 and the construction manufacturer's specifications are registered as a master, and the shape, length, and number of the joint reinforcements 6 are automatically determined by simply specifying the position of the unit reinforcing bars 5. It can be calculated as follows. Therefore, it is not necessary to register the combination of unit reinforcing bars 5 and joint reinforcing bars 6 in advance as a master, and it is possible to allocate joint reinforcing bars 6 suitable for the situation of unit reinforcing bars 5.

<Reinforcement bar allocation step S45>
The assignment program 2 of the present invention includes a reinforcement assignment step S45 in which the computer functions as a reinforcement assignment means for assigning reinforcement based on the range of unit reinforcement 5 designated by the operator and information on the unit reinforcement 5. You can leave it there. The reinforcing bar is a reinforcing bar for reinforcing the unit reinforcing bar 5 when it lacks strength alone.

If the operator wants to add reinforcing bars, the worker executes reinforcing bar allocation step S45 by a predetermined operation. Any predetermined operation may be used, but for example, as shown in FIG. 13, there are methods such as checking a radio button 314 in the menu area 31 or operating a predetermined key on a keyboard. Then, the CPU 11 starts reinforcing bar allocation step S45 based on instructions from the operator. The CPU 11 executes the reinforcement reinforcement allocation step S45 based on the flow shown in FIG. 14, for example.

The operator specifies the diameter of the reinforcing bars to be added. Any method may be used to specify the diameter of the reinforcement, but for example, as shown in FIG. 13, the diameter may be selected by operating a pull-down menu 315 in the menu area 31. Then, the CPU 11 determines the diameter of the reinforcing bars to be added based on instructions from the operator (S451).

Next, the operator specifies the range of the unit reinforcing bars 5 to which reinforcing bars are to be added by a predetermined operation. For example, as shown in FIG. 13(a), while looking at the unit reinforcing bars 5 displayed in the drawing area 32, the worker specifies one end of the range where the unit reinforcing bars 5 are continuous as the reinforcement reinforcement allocation starting point 70, and then Specify the end as the allocation end point 71. Any predetermined operation may be used, but for example, there is a method of pointing and clicking the grid point 322 that is desired to be the allocation start point 70 and the allocation end point 71 with a mouse pointer. Then, the CPU 11 determines the range of unit reinforcing bars 5 to which reinforcing bars are added based on instructions from the operator (S452).

Here, the length of the reinforcing bars may be the same as the range of unit reinforcing bars specified by the worker, or a length equivalent to the anchoring length may be added to both ends of the reinforcing bars. Based on the manufacturer's specifications, it is determined whether a fixing length is required (S453). If the fixing length is not necessary, the CPU 11 sets the length of the reinforcing bars to be the same as the range of the unit reinforcing bars 5 specified by the operator, and ends the reinforcing bar allocation step S45.

If the anchoring length is required, the CPU 11 determines the anchoring length of the reinforcing bars based on the determined diameter of the reinforcing bars (S454).The length of the anchoring bars is registered in the database 21. It is predetermined based on the construction manufacturer's specifications and the diameter of the reinforcing bars. Therefore, the CPU 11 selects the fixing length based on the diameter of the reinforcing bar and the specifications of the building manufacturer registered in the database 21, and determines the length of the reinforcing bar.

Further, when the reinforcing bars have an anchorage length, the CPU 11 determines the shape of the end of the reinforcing bars based on the arrangement of the unit reinforcing bars 5 and the determined anchoring length of the reinforcing bars. Specifically, the CPU 11 determines from the arrangement of the unit reinforcing bars 5 whether there is any unit reinforcing bar 5 that is further connected to the unit reinforcing bar 5 to be reinforced (S455). If there is a unit reinforcing bar 5 that is further connected to the unit reinforcing bar 5 to be reinforced, the CPU 11 determines that the shape of the end of the reinforcing bar is a shape that is parallel to the connected unit reinforcing bar 5 in the horizontal direction ( S456), the reinforcing bar allocation step S45 is ended. On the other hand, if there is no unit reinforcing bar 5 that is further connected to the unit reinforcing bar 5 to be reinforced, the CPU 11 determines the length of the reinforcing bar to be up to the end of the unit reinforcing bar 5 to be reinforced (S457), and steps the reinforcing bar allocation step. Exit S45. Depending on the specifications, if there is no unit reinforcing bar 5 that is further connected to the reinforcing unit reinforcing bar 5, the CPU 11 may change the shape of the end of the reinforcing bar to a shape bent in the vertical direction at the end of the reinforcing unit reinforcing bar 5. It may be determined that

In this way, the allocation program 2 of the present invention can automatically allocate reinforcing bars in accordance with the unit reinforcing bars 5 by specifying the range to be reinforced at the position of the allocated unit reinforcing bars 5. Note that, as shown in FIG. 13(b), the CPU 11 displays a bar-shaped line 43 indicating the allocation range near the unit reinforcing bar 5 to be reinforced in the drawing area 32. Therefore, the operator can grasp the allocation range of reinforcing bars at a glance.

<Slab reinforcement step S46>
The layout program 2 of the present invention executes a slab reinforcement step S46 in which the computer functions as a slab reinforcement means for determining a range specified by the operator as a slab reinforcement assignment range within the range represented by the drawing grid 321. may have. Slab reinforcement refers to reinforcing bars laid between unit reinforcing bars 5 in a solid foundation.

Here, before executing the slab reinforcement assignment step S46, the operator performs a predetermined operation to open the slab reinforcement specification setting screen as shown in FIG. Set. Any operation may be used to open the settings screen, but for example, as shown in FIG. 15(b), there is a method of preparing a settings button 316 in the menu area 31 and clicking it. . The setting contents include, for example, information such as the reinforcing bar diameter of the slab reinforcement, the pitch when the slab reinforcement is used, the presence or absence of hooks, the shape, and the length. When the operator sets one or more slab lines to be used, the CPU 11 stores the setting contents in the RAM 13 and the storage device 14, and also displays the slab lines to be used for layout in the menu area 31, as shown in FIG. 15(b). Display the muscle radio button and slab muscle name. Note that the slab muscles to be assigned have two directions: horizontal direction (x-axis direction) and vertical direction (y-axis direction), and the menu area 31 displays slab muscle radio buttons 316a, 316b and slab muscle names for each direction. do. This allows the operator to easily allocate predetermined slab lines in both the vertical and horizontal directions by simply selecting the radio button. Therefore, there is no need to input information on slab lines at the time of layout, and input errors can be prevented.

Next, if the operator wants to allocate slab reinforcements, he executes slab reinforcement assignment step S46. The slab reinforcement step S46 may be executed by, for example, checking the radio buttons 316a and 316b in the menu area 31 or operating a predetermined key on the keyboard. Then, the CPU 11 starts slab reinforcement step S46 based on instructions from the operator. The CPU 11 executes the slab reinforcement step S46 based on the flow shown in FIG. 16, for example.

For the set slab reinforcement, the radio button 316 and unit reinforcement name are displayed in the menu area 31 as described above. The operator selects the radio button of the slab muscle to be used for allocation from among the displayed slab muscles by moving the mouse and clicking the radio button. Then, the CPU 11 determines the selected slab reinforcement as the reinforcement to be used in the allocation range (S461).

Next, the operator specifies the range in which he/she wants to add slab reinforcement. Specifically, as shown in FIG. 15(b), for example, while looking at the foundation plan 35 displayed in the drawing area 32, the worker selects diagonal vertices (for example, , upper left vertex 80 and lower right vertex 81). The designation may be made in any way, but for example, it may be done by clicking the top left vertex 80 and the bottom right vertex 81 with a mouse pointer. Then, based on the instruction from the operator, the CPU 11 determines the rectangular range to be the range to which slab reinforcements are to be allocated (S462).

Further, the CPU 11 automatically calculates and allocates the required number of slab reinforcements and the length of the slab reinforcements based on the determined information such as the pitch of the slab reinforcements and the allocation range of the slab reinforcements (S463).

In this way, the allocation program 2 of the present invention can automatically allocate slab muscles according to the allocation range by specifying the range of the slab muscles. Note that, as shown in FIG. 15(c), the CPU 11 changes the color of a rectangular range 44 indicating the allocation range of slab lines and displays it in the drawing area 32. Therefore, the operator can grasp the allocation range of slab reinforcements at a glance.

<Supplementary material addition step S47>
In foundation work, there are other necessary materials (hereinafter referred to as auxiliary materials) other than the above-mentioned reinforcing bars, such as a head reinforcement unit and a unit for making holes for piping. Therefore, the allocation program 2 of the present invention may include an auxiliary material addition step S47 in which the computer functions as an auxiliary material adding means for adding auxiliary materials to be used based on instructions from the operator.

Next, if the operator wants to add a subsidiary material, he executes a subsidiary material addition step S47. The sub-material addition step S47 may be executed by, for example, checking the radio button 317 in the menu area 31 or operating a predetermined key on the keyboard, as shown in FIG. 17(b). Then, the CPU 11 starts the auxiliary material addition step S47 based on the instruction from the operator. The CPU 11 executes the sub-material addition step S47 based on the flow shown in FIG. 18, for example.

When the CPU 11 starts the sub-material addition step S47, it displays a menu of sub-materials registered in the database 21 on the drawing screen 30 as a pop-up 302 as shown in FIG. 17(a). The worker selects the auxiliary material to be added from the menu. Then, the CPU 11 determines the auxiliary material based on the instruction from the operator (S471). Further, the CPU 11 adds up the amount of the auxiliary materials based on instructions from the worker (S472). Further, the CPU 11 displays information 45 on the determined auxiliary material in the drawing area 32, as shown in FIG. 17(b). Therefore, the worker can grasp the added auxiliary materials at a glance.

<Layout editing step S48>
Further, the assignment of the unit reinforcing bars 5 and joint bars 6 automatically determined in the automatic unit reinforcing bar assignment step S43 and the automatic joint bar assignment step S44 may be manually edited by the operator. Therefore, the layout program 2 of the present invention may include a layout editing step S48 in which the computer functions as a layout editing means for editing the layout of the unit reinforcing bars 5 or joint bars 6 based on instructions from the operator.

If the operator wants to edit the layout of the unit reinforcing bars 5 and the joint reinforcements 6, he executes the layout editing step S48 by performing a predetermined operation. Any predetermined operation may be used, but for example, as shown in FIG. 19, checking the radio button 318 in the menu area 31 or operating a predetermined key on the keyboard may be used. Then, the CPU 11 starts the layout editing step S48 based on the instruction from the operator. The CPU 11 executes the layout editing step S48 based on the flow shown in FIG. 20, for example.

First, the operator specifies the unit reinforcement 5 or joint reinforcement 6 to be edited using a mouse or the like. Then, the CPU 11 determines the unit reinforcing bars 5 or joint bars 6 to be edited based on instructions from the operator (S481). In addition, the CPU 11 displays editable contents (hereinafter referred to as editing contents) for the unit reinforcing bar 5 or joint reinforcement 6 on the work screen 30 using a pop-up 303 as shown in FIG. (S482). Any edits may be made as long as they are related to the allocation of unit reinforcing bars 5 and joint bars 6; for example, deletion of unit reinforcing bars 5, changing or deleting division points of unit reinforcing bars 5, manual editing of unit reinforcing bars 5, etc. There may be division, connection of two or more joint muscles 6, deletion of the connection, etc.

Next, the worker selects an item to be edited from the editing contents displayed on the work screen. Then, the CPU 11 executes the editing for the determined unit reinforcing bars 5 or joint bars 6 (S483). For example, if the operator wants to delete the unit reinforcing bar 5, the operator selects deletion from among the edit contents in the pop-up 303. Then, the CPU 11 deletes the unit reinforcing bar 5 specified by the operator.

Additionally, if the operator wants to change the dividing point of the unit reinforcing bar 5, the operator places the mouse pointer on the triangular mark 55 that indicates the dividing point of the unit reinforcing bar 5 in the drawing area 32, and drags the mark to the desired position. etc. and change it. Then, as shown in FIG. 19(b), the CPU 11 determines the allocation range of the unit reinforcing bars 5, using the positions designated by the operator as dividing points.

In addition, if the worker wants to delete a division point of unit reinforcing bar 5, the worker can place the mouse pointer on the mark indicating the division point to be deleted and select Delete from the editing contents displayed on the work screen, or Move the dividing point to the end of reinforcing bar 5. Then, the CPU 11 deletes the division point.

In addition, if the worker wants to split the unit reinforcing bar 5, the operator selects manual splitting from the edit contents in the popup 303, and then specifies by placing the mouse pointer on the position on the unit reinforcing bar 5 where he or she wants to split and clicking. . Then, the CPU 11 divides the unit reinforcing bars 5 at the positions designated by the operator.

In addition, if the operator wants to connect two or more joint muscles 6, the operator selects connection from the editing contents in the pop-up 303, and then clicks the joint muscle 6 with the mouse pointer. Specify by operation. Then, the CPU 11 connects the overlapping parts of the joint muscles 6 designated by the operator into one. At this time, the CPU 11 stores information on the joint muscle 6 before connection in the RAM 13 or the storage device 14 in order to release the connection, which will be described later.

Further, the operator can also disconnect the joint muscles 6 that have been connected. If the operator wants to cancel the connection, the operator selects the option to cancel the connection from the edit contents in the pop-up 303, and then specifies the joint muscle 6 to be disconnected using a predetermined operation such as placing the mouse pointer on it and clicking it. . Then, the CPU 11 restores the connection of the joint muscles 6 designated by the operator to the two joint muscles 6 as before.

Furthermore, before determining each edit content, the CPU 11 may display a pop-up 304 or the like to ask the operator whether to confirm the edit, as shown in FIG. 19(c). When the operator confirms the edited content by clicking a predetermined button 304a, the CPU 11 executes the edited content.

In this way, the allocation system 1 of the present invention is configured not only to automatically allocate the unit reinforcing bars 5, etc., but also to allow the operator to edit them as appropriate, thereby reducing the operational burden on the operator. It is possible to reduce this and reflect the intention of the worker. In addition, when the allocation range of the unit reinforcing bars 5 is changed, the process proceeds to the joint bar automatic allocation step S44 again, and the CPU 11 assigns the joint bars 6 for connecting the assigned unit reinforcing bars 5 to the changed unit reinforcing bars. Automatically calculate and allocate based on the information and arrangement in 5.

In the layout editing step, the computer may function as a layout editing means for editing the layout of reinforcing bars and slab bars based on instructions from the operator.

<Integration step>
The integration step is a step in which the computer functions as an integration means that integrates the required amounts of unit reinforcing bars 5 and joint reinforcing bars 6 based on the allocation results of unit reinforcing bars 5 and joint reinforcing bars 6. As described above, when the allocation of the unit reinforcing bars 5 and the joint bars 6 that connect the unit reinforcing bars 5 is determined, the CPU 11 assigns the unit reinforcing bars 5 and joint bars 6 based on the information of the determined unit reinforcing bars 5 and joint bars 6. Add up the quantity for each type. Furthermore, when the operator manually changes the automatic allocation results, the CPU 11 adds up the quantities for each type of unit reinforcing bars 5 and joint bars 6 after the change.

In this way, while repeating the input of the allocation range of unit reinforcing bars 5, the quantity of unit reinforcing bars 5 and joint reinforcing bars 6 required to construct the foundation can be accumulated in real time.

Further, the integrating means can also integrate the necessary amounts of the above-mentioned reinforcing bars, slab bars, and auxiliary materials based on the allocation results. When the allocation of reinforcing bars, slab bars, and auxiliary materials is determined as described above, the CPU 11 assigns each type of reinforcing bars, slab bars, and auxiliary materials based on the information on the determined reinforcing bars, slab bars, and auxiliary materials. Accumulate the quantity. Furthermore, when the operator manually changes the automatic allocation results, the CPU 11 adds up the quantities for each type of reinforcing bars, slab bars, and auxiliary materials after the change.

Furthermore, the estimating means can output the details of the estimating results (results of quantities for each type of unit reinforcing bars 5, joint reinforcing bars 6, reinforcing bars, slab reinforcing bars, and auxiliary materials) as data based on instructions from the worker. It is possible. The output data may be printed as the details using a printer or the like via an interface, or may be converted into a file format such as PDF so that it can be displayed on the screen of a terminal such as a computer or tablet.

<Allocation result output step>
Furthermore, checking the assigned unit reinforcing bars 5, joint bars 6, reinforcing bars, slab bars, and other reinforcing bars one by one in a list causes the operator to have to go back and forth between screens, which reduces the work efficiency of the operator. Therefore, the layout program 2 of the present invention may include an layout result output step that causes the computer to function as a layout result output means for displaying the layout results on the screen based on instructions from the operator.

If the operator wants to display the layout results on the screen, the operator executes the layout result output step by performing a predetermined operation. The predetermined operation may be of any kind, such as checking a radio button in the menu area 31 or operating a predetermined key on the keyboard. Then, based on the operator's instructions, the CPU 11 pops up the allocation results (integration results) as shown in FIG. 305 etc. to display on the work screen 30. This allows the operator to easily understand the layout results without switching screens.

<Marker addition step>
A worker may want to draw a marker on the screen to check instructions and precautions on the drawing. Therefore, the layout program 2 of the present invention may include a marker adding step that causes the computer to function as a marker adding means for displaying a marker at an arbitrary position on the screen.

When the operator wants to draw a marker on the screen, the operator executes a marker adding step by performing a predetermined operation. Any predetermined operation may be used to execute the marker addition step, but for example, as shown in FIG. There is a way to do it. Then, the CPU 11 starts the marker addition step based on the instruction from the operator.

When the CPU 11 starts the marker addition step, it displays the colors of the markers registered in the database 21 and the radio buttons 331a, as shown in FIG. 22(a). The operator selects the radio button of the color of the marker he/she wishes to draw from the menu. Then, the CPU 11 determines the color of the marker based on instructions from the operator.

Next, the operator specifies the range in the drawing area 32 where the marker is to be drawn using a predetermined operation. This operation can be carried out, for example, by holding down a predetermined key on the keyboard and dragging the range where the marker is to be drawn using the mouse. When the operator specifies a range where he or she wants to draw a marker, the CPU 11 displays the color of the determined marker in the specified range 46, as shown in FIG. 22(b).

<Layout diagram output step>
In addition, when allocating the foundation, the person doing the foundation work (hereinafter referred to as the foundation contractor) not only calculates the unit reinforcing bars 5 and joint bars 6 to be delivered, but also determines where the reinforcing bars will be used. It is necessary to tell. Therefore, the layout program 2 of the present invention is an layout program that causes a computer to function as a layout diagram output means that outputs layout diagram data based on the assignment results of unit reinforcing bars 5, joint reinforcements 6, reinforcing bars, slab reinforcements, auxiliary materials, etc. It may also include a diagram output step. Here, the layout diagram is a diagram showing where reinforcing bars are to be used in the foundation, etc. For example, as shown in Figure 23, (a) upright reinforcement, (b) reinforcing reinforcement, (c) slab reinforcement (horizontal) , (d) Slab lines (vertical). The layout diagram output means of the present invention can output layout diagrams sorted by type.

If the operator wishes to output a layout diagram, the operator executes a layout diagram output step by performing a predetermined operation. Any predetermined operation may be used to execute the layout diagram output step, but for example, there is a method in which an execution button is prepared in the main menu of a separate window and the button is clicked. Then, the CPU 11 starts the layout drawing output step based on instructions from the operator.

When the CPU 11 starts the layout diagram output step, it displays the type of layout diagram on the screen. The operator selects the layout drawing that he/she wants to output from among the types. Then, the CPU 11 outputs the data of the layout drawing based on instructions from the operator. The output data may be printed as a layout diagram using a printer, etc. via an interface, or it may be made into a file format such as PDF so that it can be displayed on the screen of the basic contractor's computer or terminal such as a tablet. .

<Comment input step>
In addition, the worker may wish to write a message on an arbitrary layout drawing that he/she wants to convey to the basic contractor or the like. Therefore, the layout program 2 of the present invention may include a comment input step that allows the computer to function as a comment input means for inputting a comment at any position on the screen and displaying it on a specific layout drawing.

When the operator wants to input a comment, he/she specifies the desired input position and performs a comment input step by performing a predetermined operation. Any predetermined operation may be used to execute the comment input step, but for example, as shown in FIG. There is a way to do it. Then, the CPU 11 starts a comment input step based on instructions from the operator.

When the CPU 11 starts the comment input step, as shown in FIG. 25(a), the CPU 11 displays the type of layout drawing for which the comment is to be input on the work screen 30 using a pop-up 306 or the like. The worker selects the layout drawing for which he/she wants to input a comment from among the types. Then, as shown in FIG. 25(b), the CPU 11 displays a form 307 for inputting comments using a pop-up or the like. The worker enters a comment into the form 307. Then, the CPU 11 displays the comment 47 at the position specified by the operator, as shown in FIG. 25(c). Further, the CPU 11 associates the comment with the layout drawing selected by the operator. Thereby, when the layout diagram output means outputs layout diagram data, the CPU 11 outputs the comment so as to be displayed on the layout diagram selected by the operator.

<Data storage step>
Data such as the allocation results created in the above steps can be used not only to output lists and allocation diagrams, but also to be linked with the production instruction system used for production instructions in factories that manufacture reinforcing bars such as unit reinforcing bars 5. There is also. Therefore, the allocation program 2 of the present invention may include a data storage step that causes the computer to function as a data storage means for automatically storing data such as the allocation result in the database 21. When each step described above is completed, the CPU 11 automatically stores data such as the allocation result generated at that time in the database 21. The allocation data stored in this manner can be used as manufacturing data, etc. of a production instruction system.

The allocation system of the present invention includes the above-mentioned display means, scale adjustment means, use unit determination means, allocation range determination means, unit reinforcement automatic allocation means, and joint reinforcement automatic allocation means. In addition, the above-mentioned slab reinforcement allocation means, reinforcement reinforcement allocation means, integration means, allocation result output means, marker addition means, layout diagram output means, usage unit selection means, auxiliary material allocation means, comment input means, layout editing means, data It may also include various means such as storage means. The respective means function by causing hardware such as a computer or its peripheral equipment to execute the above-mentioned steps of the allocation program 2.

1 Allocation system 2 Allocation program 5 Unit reinforcement 6 Joint reinforcement
11 CPU
12 ROM
13 RAM
14 Storage device
16 Input device
17 Display device
21 Database
30 Work screen
31 Menu area
32 Drawing area
33 Menu bar
35 Basic map
51 Main reinforcement
52 Abs
53 Stirrups
321 Construction grid
322 grid points
351 module wire

Claims (14)

a display means for displaying a basic floor plan on a screen overlaid with a construction grid representing lines arranged at regular intervals;
a scale adjustment means for adjusting an interval between grid lines represented by a construction grid displayed overlappingly with the basic floor plan based on instructions from a worker;
unit-to-use determining means for determining unit reinforcing bars to be used based on instructions from a worker;
Allocation range determining means for determining a range defined by at least two points specified by an operator among the grid points represented by the intersection points of the drawing grid as an allocation range of unit reinforcing bars;
unit reinforcing bar automatic allocation means for allocating unit reinforcing bars constituting a foundation based on the unit reinforcing bars determined by the unit-to-be-used determining means and the allocation range determined by the allocation range determining means;
(1) Determine the shape of the central part of the joint reinforcement to be the same angle as the connection angle between the unit reinforcing bars connected by the joint reinforcement, and (2) Determine the same number of joint reinforcements as the number of main reinforcement and abdominal reinforcement that make up the unit reinforcement. However, if the heights of the main bars of the unit reinforcing bars to be connected are different, a Z-shaped joint bar is further determined perpendicular to the difference in height of the main bars, and (3) the unit reinforcing bars to be connected are constructed. If the diameters of the reinforcing bars are the same, the diameter of the joint bar is determined to be the same as the diameter of the reinforcing bar, and if the diameters are different, the diameter of the joint bar is determined based on the registered specifications. (4) determining the length of the joint reinforcement from a predetermined anchorage length based on the diameter and the shape of the central part of the joint reinforcement; An allocation program characterized by causing a computer to function as a joint reinforcement automatic allocation means for allocating joint reinforcement for connecting reinforcing bars . The joint reinforcement automatic allocation means further includes (5) determining the shape of the end portion of the joint reinforcement based on the arrangement and length of the unit reinforcing bars to be connected and the anchorage length of the joint reinforcement. The allocation program according to claim 1, wherein: The horizontal or vertical direction specified by the operator is determined as the direction of the slab reinforcement, and the range specified by the operator among the ranges represented by the drawing grid is the determined allocation range of the slab reinforcement in the direction. As a slab reinforcement allocation means that automatically calculates and assigns the number and length of the horizontal or vertical slab reinforcement based on the information on the slab reinforcement set by the operator and the allocation range of the slab reinforcement. 2. The layout program according to claim 1, which causes a computer to function. 2. The allocation program according to claim 1, wherein the computer is caused to function as a reinforcing bar allocating means for allocating reinforcing bars based on a range of unit reinforcing bars specified by an operator and information on the unit reinforcing bars. 2. The allocation program according to claim 1, wherein the computer is caused to function as an integrating means for integrating the required amount of unit reinforcing bars and joint reinforcing bars based on the assigned assignment results of the unit reinforcing bars and joint reinforcing bars. 2. The layout program according to claim 1, wherein the computer is caused to function as layout result output means for displaying layout results regarding a selected position on the screen based on an instruction from an operator. 2. The layout program according to claim 1, wherein the computer is caused to function as a marker adding means for displaying a marker at an arbitrary position on the screen. 2. The layout program according to claim 1, wherein the computer is caused to function as a layout diagram output means for outputting layout diagram data based on the layout results of the unit reinforcing bars and joint reinforcements. The computer functions as a unit-to-be-used selection means for selecting one or more unit reinforcing bars to be used based on instructions from a worker, and displaying the unit reinforcing bars determined by the unit-to-be-used deciding means on a screen so that the worker can select them. The allocation program according to claim 1, characterized in that: 2. The allocation program according to claim 1, wherein the computer is caused to function as an auxiliary material allocation means for allocating auxiliary materials to be used based on instructions from an operator. 2. The layout program according to claim 1, wherein said display means switches and displays the screen for each basic plan to be used based on an instruction from an operator. 2. The layout program according to claim 1, wherein the computer is caused to function as a comment input means for inputting and displaying a comment at an arbitrary position on the screen. 2. The layout program according to claim 1, wherein the computer is caused to function as layout editing means for editing the layout of the unit reinforcing bars or the joint bars based on instructions from an operator. An allocation system comprising hardware in which the allocation program according to any one of claims 1 to 13 is installed .