JP2001222570A - Construction support system - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a construction support system suited to the request of a site. SOLUTION: In summary input (S102), minimum information such as 'site name' required for specifying a construction is inputted. Next, members required for this construction are inputted (S104) and a data base related to members such as prefabricated members of steel frames or reinforcing rods to be used for the construction is prepared. Basic plan registration (S106) links the inputted members and the design drawings of a building as a construction object. Various cases using different data can be simulated (S108). Temporary members to be installed with the members can be located as well (S110). When the respective data required for the construction are completely inputted, schedule setting is performing for each of set construction area (S112). This schedule setting processing is performed while setting the positions of heavy equipment or unloading places and estimating the members are to be carried in the order of construction by the located heavy equipment. Preparing processing (S114 and S116) of a required drawing/document such as a work schedule is performed.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support system for assembling members on site, such as assembling columns and beams in a steel structure such as a building or assembling walls and floor members in a precast reinforced concrete (PC) structure. About.

[0002]

2. Description of the Related Art Conventionally, various computer-based support systems for architecture have been created. However, most of them mainly focus on building design (CAD), and there are few systems closely related to field work. In particular,
In response to on-site requests for support systems related to management of construction, which is the on-site member assembly work, such as assembling columns and beams in steel structures such as buildings and assembling walls and floor members in precast reinforced concrete (PC) structures. No answering system has been created.

SUMMARY OF THE INVENTION It is therefore an object of the present invention to provide a construction support system that meets the demands of a site.

[0003]

In order to achieve the above object, the present invention relates to a building support system for supporting the building of a building, which stores a parameter of a member to be used. Unit, a heavy equipment storage unit that stores parameters of the heavy equipment to be used, a plan storage unit that stores a building plan, and a member arrangement storage unit that stores members and arrangement positions, A plan display means for displaying a plan stored in the plan storage unit; a means for designating a position of a heavy machine used for unloading and a position of a storage area with the plan display means; A construction order setting means for setting the construction order of the members in the member arrangement storage unit; and a working time for the members in the specified range, at least a heavy equipment position, a loading place position, a member weight, a construction order, and a use weight. And a working time processing means for calculating from the parameters, characterized in that it is possible to obtain the erection work time member. In the construction support system of the present invention, since the precise construction work time is obtained using the weight of the member and the parameters of the heavy equipment to be used, it is necessary to accurately estimate when planning the construction. Can be.

Since the work time processing means calculates the weight of the member from the parameters of the member storage unit,
The exact weight of the member can be determined. The erection order setting means has basic erection specification input means, and determines and specifies the erection order of the members in the specified range according to the basic erection order specified by this. In, there is no need to specify the construction order of each member.
Since the apparatus is provided with the interference detecting means for detecting a member that interferes with the set building order, the quality of the set building order can be easily verified by this system. A member registration unit having a member shape display unit or a heavy machine registration unit having a heavy machine shape display unit for inputting parameter of the member to the member storage unit and input of parameter of the heavy machine to the heavy machine storage unit; Since the dimensions and the like of the corresponding parts can be input according to the input instructions shown on the display unit and the heavy equipment shape display unit, each parameter can be easily input.

[0005] In order to input a plan into the plan storage unit, there is provided basic plan setting means and a plan setting means for arranging members on each floor. Draw a basic plan according to the number, basic span length, basic floor height, and the plan setting means,
Since the floor plan of each floor can be created from the basic plan, the input of the plan necessary for managing the construction can be easily performed. The apparatus further includes a layout setting unit for inputting layout data using the plan displayed on the plan display unit with respect to the member layout storage unit, wherein the layout setting unit specifies a member to be arranged, and arranges the member. When the range is specified in the plan display section, the member arrangement position is detected, and the member and the position are set in the member arrangement storage section. Therefore, the input of the arrangement of the members can be easily performed. In this system, the provision of a temporary member storage unit that stores the parameters of the temporary members to be used and a temporary member arrangement storage unit that stores the temporary members and the arrangement positions are also provided, so that the arrangement of the temporary members is also managed. can do. By using the data stored in the above-described system, it is possible to create and print a form or a drawing required for managing the construction. The present invention also includes a recording medium storing a program that can construct the above-described construction support system in a computer system.

[0006]

Embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a diagram illustrating an outline of an operation of a steel frame construction support system according to an embodiment of the present invention. The outline of the steel frame construction support system will be described with reference to FIG. In order to use this steel frame construction support system, first, an outline of the construction is input (S102). In this summary input, you can input the minimum information required to specify the construction such as "site name" and the scale, structure, construction method, etc. to distinguish it from other construction and search for construction To Next, the members (for example, columns, girders, girders, walls, slabs (slabs), stairs, etc.) necessary for this construction are input (S104). Create a database of members used for construction, such as steel frames and rebar pre-assemblies. In this member input, in order to perform the input easily, various devices are devised as described later.

[0007] The basic plan registration (S106) links the input members with the design drawing of the building to be constructed. This processing includes a basic plan setting for inputting information on floors such as a grid, a floor height, a floor plan setting for setting a member arrangement range of each floor, a structural member arrangement for specifically arranging previously input members, a plurality of units. In the case of using heavy equipment, it is configured with a work section setting for setting a work section to be assigned to each heavy equipment. When such data is input, a simulation can be performed on the same construction site in various cases using different data (S108). This simulation can be performed by using work files having different data. In addition, a temporary member to be installed on the assembled member can be arranged (S11).
0). This is to arrange temporary members (suspension frame scaffolds, horizontal nets, vertical nets, etc.) necessary for the construction in the above-mentioned figure in which the members are already arranged. Also in this case, in order to simplify the input of the placement of the temporary members, processing is performed so that the temporary members are automatically arranged to some extent.

When the input of each data required for the construction is completed, the daily schedule is set for each set construction section (S112). The daily schedule setting process is performed by setting the position of a heavy machine or a loading area (a handling yard), and assuming that the members in the database are carried by the arranged heavy machine. For this reason, processing such as calculating the weight of the member, automatically setting the distance and the rated load between the heavy equipment and the member, the construction order, calculating the work time, calculating the number of temporary materials, setting the composite member, and the like is performed. At this time,
It is also possible to perform an interference check of the designated member and an interference check in the construction order. The setting of the daily schedule is also an object to be subjected to the above-described simulation.

Finally, necessary forms (S114, S116), such as various schedules, construction schedules, temporary construction, re-distortion, etc., and a work schedule including calculation of each work artificially are described. . For example, a daily plan (a two-dimensional diagram,
(3D diagram), a daily chart for each floor, a temporary layout diagram, an interference confirmation diagram, and the like. The forms that can be created include, in addition to the process charts described above, a shipping list, a quote, and the like. In addition, it is also possible to perform registration of temporary members required for the process of arranging temporary members and registration of data relating to the performance of heavy machinery used for construction. Hereinafter, each process will be described in detail.

<Outline Input Processing> The outline input processing will be described with reference to FIG. When started on the computer system in which the steel frame construction support system of the embodiment is installed, a window 200 for file selection as shown in FIG. 2A is displayed on the display of the system. "New" button 222 in this window 200
When is clicked with a pointing device such as a mouse, a window 250 for inputting an outline as shown in FIG. 2B is displayed. As shown in FIG. 2B, the items to be input as the outline include, for example, file name 252, site name 254, site address 256, site telephone number 258, emergency contact 260, emergency contact telephone number 262, site Director name 264, prime contractor name 266, subcontractor name 268, construction period 270, estimated amount 272, scale 274 (floor above ground, underground, tower),
Temporary, distorted, final fastening) 276, etc. In addition, it is also possible to input information such as a structure, a construction method, a site construction group, a temporary enclosure, and a temporary office. A search can be performed based on the input information, and data or the like input before can be referenced or copied and used. After input, Figure 2
In (b), when the “registration” button 278 is clicked, the processing shifts to the processing for registering members shown in FIG.

<Member registration processing> FIG. 2 (a), FIGS. 3 to 6
The member registration process will be described with reference to FIG. In this member registration, members to be used for construction are registered and recorded in a file so that they can be used in later processing. Since there are many types and numbers of members used for construction, this steel frame construction support system allows data on members to be easily input. First, in the window 200 in FIG. 2A, a construction file for registering a member is selected. If the file is new, a new file is created by the above-described outline input process. When editing a previously registered file, a list of registered files (for example, a table of file names and site names) displayed in FIG. 2A is displayed.
, A file to be edited is selected, and an “edit” button 224 is clicked.

When a file for inputting a member is selected, a member registration window 300 shown in FIG. 3 is displayed. When the "Construction List" button 310 is clicked, a file selection window 200 shown in FIG. 2A is displayed. Further, when the “Construction information registration” button 320 is clicked, FIG. 2B is displayed. When registering a member, the type of the member to be registered is selected by clicking a button displayed on the member registration unit 330. In the member registration unit 330, for example, as shown in FIG.
“Column” button 331, “Stud” button 332, “Wall” button 334, “Splice” button 335, “Large beam” button 336, “Vertical breath” button 337, “Slab”
Button 338, “small beam” button 339, “horizontal breath”
A button 340 and a “stairs” button 341 are provided, and by selecting these, the type of the member to be registered is selected. Here, the input for registering a member will be described in detail below, taking as an example a case where the “pillar” button 331 is clicked.

When the "pillar" button 331 is clicked, a window for requesting the number of symbols is displayed. When the number of symbols used in the structural drawing list is input, a window 400 shown in FIG. 4 is displayed. Is done. This has a matrix sheet 410 for inputting column members in a table format in which a column 414 of the number of floors input in the outline input and a column 412 of the number of symbols are arranged vertically and horizontally. In each cell of the matrix sheet 410, data of members on that floor is input. First, input information about the base plate (a steel plate attached to a steel column base with holes for anchor bolts). This is entered in the bottom BP column of the sheet matrix.

In order to input column member data, the structure of the column to be input is, for example, as shown in FIG.
“S” tab 420, “RC” tab 430, “SRC”
From the "build" tab 440. “S” is steel, “RC”
“Structure” means a reinforced concrete column, and “SRC structure” means a steel reinforced concrete column member. In each tab, the shape of the member according to each structure is displayed. Here, a case where the “S” tab 420 is selected will be described with reference to FIG. In FIG. 4 and FIG. 5A, after selecting the “S structure” tab 420 which is a structure to be arranged in the input portion (cell) of the matrix sheet 410, the cell in which the cross-sectional shape of the column is displayed Choose from here,
Click on cell 421 to select it, see FIGS. 4 and 5
Click the “Add” button 451 in (b). Then, as shown in FIG. 5C, the selected cell 4
A window 460 for inputting data relating to a column having the shape shown in FIG. 21 (a column combining two cut T steels and H steels) is displayed. The data input window 460 shown in FIG. 5C has a portion 462 for displaying a shape and a portion for inputting numerical data relating to each portion.

First, input of data in the steel frame X direction 464, 465 will be described. The steel frame X direction is configured by two T-shapes as indicated by the shape display portion 462. In order to input these two T-shaped data, T1 and T2 are selected. If the two T-shapes are symmetrical, 2T (not shown) is selected, and if H-type is written depending on the design drawing, H (not shown) is selected. Has one data entry field,
Data can be input efficiently. In this case, a T-shaped cut T steel is selected and an H-shaped steel is selected and input for an H-shaped steel. Thereafter, data necessary for the displayed shape (four items in this case) is input. When the cursor is displayed on one item of the data input box, the corresponding dimension line of the shape display section is displayed in red, so that it is easy to input necessary dimensions according to the structural diagram list. Next, data in the steel frame Y direction 466 is input in the same manner as described above. Four items of data are required for an H-shaped steel having a shape in the Y direction of a steel frame. Further, the data is also input to the data of the steel frame Y-dimension (mutation of the intersection between the T-shaped and the H-shaped). When the X direction is configured as an H shape and the Y direction is configured as a T shape, the rotation angle 468 is set to 9
By inputting 0 degrees, the column of the shape display unit 462 is rotated by 90 degrees, the X direction is set to the H shape, the Y direction is set to the T shape, and the corresponding data is input. This is to prevent an input error by making the configuration described in the design drawing or the like the same as the configuration displayed by input.

In this way, by selecting the shape of each column, data on the column members can be easily input to the matrix sheet 410. The data of the member input here is used later for calculating the weight of the member. As an editing function related to the data input to the matrix sheet 410, as shown by each button in FIG.
There are “copy” 453, “delete” 454, and “correction” 455, which can be performed by the same operation as ordinary tabular data. As a result, the same data or slightly different data can be easily input using copying or the like. In addition, a “girder screen” button 456 that can directly move to the girder screen,
There is also an “end” button 457 for ending this processing. When the end button 457 is clicked, the file of the matrix sheet 410 in which the data on the members has been entered is saved, and the process ends. In addition, the addition of a floor, which is a change of a matrix sheet, and the change of a symbol can be performed in the same manner as insertion into a row or a column in a table format by using “edit” of a menu. If the shape of the pillar changes in the middle of the floor, it can be handled by creating an intermediate floor by adding a floor.

Referring to FIG. 6, registration of beams will also be described. FIG. 6 shows an input window 470 when a steel beam having an H shape is selected. The input window 470 has a shape display section 471, and in this case, the H-shape which is the shape of the selected beam is shown. Also,
The dotted line indicates the concrete wound around the steel frame. First, in the input window 470, selection of the joining method 4
At 70, a pin connection or a rigid connection is selected. Pin joints are mainly used for small beams, and non-placket welded structures are rigid joints, but this system uses pin joints. If it is a cantilever, check cantilever 473. Next, input conditions 474 are set for the center only (in the case of a pin structure or a rigid structure at the end and the center are the same size), the younger number + center + older number (the right end, the center, and the left end size of the rigid structure are If different, select the younger number + center (when both ends are the same size and the center size is different). The selection of the input condition changes the input item of the input area 475. FIG. 6 shows a case where the younger number + center + prison number is selected. In the input item 475 for the dimension of the steel frame of the beam, a haunch portion (a portion in which the cross section of the end is larger than the center) can also be input. There are two types of haunches: a vertical haunch with an obliquely larger beam and a horizontal haunch with a wider beam. This system supports both. In the case of a vertical haunch, different numerical values are entered at the center and at the end in the first column (height input field) of the input field 475 so that the difference indicates the haunch portion. In the case of a horizontal haunch, different values are input at the center and at the end in the second column (width input field) of the input field 475 so that the difference indicates the haunch. In both the horizontal haunch and the vertical haunch, how far away from the pillar is the haunch portion is entered in the input field 481. The third column of the input column 475 is a column for inputting the thickness of the web, and the fourth column is a column for inputting the thickness of the flange. The next input item 478 relates to concrete wound around a steel frame. In addition, lower cover 479, lower P
C480 also relates to concrete. Lower PC
Is entered when concrete is cast at the bottom of the steel frame before placing the beam. The input column 478 is an item related to the reinforcing bar, and the thickness and the number of the upper bar, the lower bar, the rib bar, and the abdominal bar can be input. In addition, the dimension for which the web is shifted to one of the dimensions is input. When the cursor is moved in the input field, the corresponding portion of the shape shown in the shape display section 471 is displayed in red, so that it is possible to know which portion is being input. When the input is completed, the user presses a registration button 482 to save the input data. In this way, the haunch part of the beam and the lower PC
Can be input, so that the weight of the beam can be calculated accurately.

As described above, the column and the beam have been described as an example, but the structure and the shape of other members are displayed in the same manner, and the data input according to the shape is performed by, for example, the member registration unit 3 shown in FIG.
This can be performed for each matrix sheet corresponding to the type of member shown in FIG. In this way, even if there are many types of members, data can be easily input.
According to the input data, the weight calculation of each member can be calculated for each structure (steel frame, reinforcing bar, concrete) inside the system.

<Function of Steel Frame Construction Support System> As described above, the fact that the input member can be used for various processes in connection with drawings and the like will be described below. FIG.
Shows a window 500 when a process such as a basic plan registration process is performed. In order to select each process, a button for activating the process is provided. The basic plan registration processing includes “basic plan setting” 532 and “floor plan setting” 534 which are basic settings 530, “member arrangement” 542 and “construction section setting” 5 which are arrangement processing 540 of members and the like.
44 and “temporary member arrangement” 546, daily setting processing 55
There is a “prorate setting” 552 as 0 and a “simulation file setting” 554 for setting a file for performing a simulation. Also, as a form 560 that can be created, for example, “process schedule” 562, “quotation” 564,
There is a “shipping list” 566 and a “hanging jig list” 568. This form creation processing will be described later in detail. Further, there is an “end” button 570 for ending these processes.

Before selecting a process, a file of a target site is selected by a “construction list” button 510. To input a new site, the user clicks a “construction information registration” button 520. In this case, the “construction list” button 310 and the “construction information registration” button 3 in FIG.
Since this is the same as the case where 20 is clicked, the description is omitted. Here, first, a basic setting for setting a basic plan will be described.

<Basic Settings> The basic settings "basic plan setting" and "plan view setting" will be described with reference to FIGS. 8 and 9. FIG. Here, the drawing for assembling the members is set. In FIG. 7, first, a “basic plan setting” button 532 is clicked to display a window 600 in FIG. In the “basic plan setting”, basic data such as a center line and a floor height is input to create a basic drawing (for example, a plan view or a sectional view). In FIG.
The window 600 includes a plan display unit 610 that displays a plan view 612 and a cross-sectional view 614 that are created as a result of inputting data as described below of the basic plan, and a data input unit for creating a plan on the right side. It is composed of

In the data input unit, basic data is input by way of the center line setting 620, floor setting 630, base plate 640, node 650, other 660, scale 670, and the like. FIG.
And create First, the number of pillars is input in the center line setting 620. This is performed by inputting the number in the X direction (for example, 7) and the number in the Y direction (for example, 7). Next, the type of street symbol is input for the X direction and the Y direction. When the number 1 is input, for example, symbols from X1 to X7 and symbols from Y1 to Y7 are given so as to correspond to the respective passing cores. Next, the dimensions of the basic span are input in the X and Y directions. In this case, the most common dimensions are input.
Then, when the “Draw grid” button is clicked, FIG.
As shown in the plan view 612, a grid having the intersections of the number of input columns and the dimensions of the input basic span is displayed.
The intersections of this grid correspond to the columns, X1 to X7 and Y1 to
Y7 is given. In the plan view 612 of FIG. 8, the dimensions between the columns in the X direction are not particularly the same, but this is because, after drawing the plan as described above, the “Correct span span” button in the button group 680 is displayed. This is because, after clicking, the user clicks on the dimension line to be changed, specifies the changed part, and inputs the dimension value to display the changed result.

In the floor setting 630, a floor height is input. In the floor setting, the number of floors (12 floors above ground,
2nd basement floor, 1st floor of tower). Therefore, the most elevated floor, the floor symbol (eg, FL), and the top level of the basic beam (the vertical dimension of the beam from the floor) are input as the basic floor height. Then, when the “floor drawing” button is clicked, a sectional view 614 is drawn on the right side of the plan display section 610. In this case as well, when changing the dimension of the floor height, the user clicks the “correct floor height” button in the button group 680 and selects the dimension line of the corresponding floor. At this time, the knot pattern has not been displayed yet.

Next, the number of patterns of the base plate 640 connecting the pillar and the foundation is input from the text box of the base plate section 640 (see FIG. 9A, "1" here). When the “base plate setting” button is clicked, a base plate setting dialog 644 shown in FIG. 9B is displayed. A pattern to be set is selected from the pattern display section 645. In this case, since one pattern is selected, it is determined that the pattern is selected in FIG.
This is shown in (b). In this base plate setting dialog 644, the floor on which the base plate is provided (nearest floor)
Is set in the text box 646 by selecting from the pull-down menu, and the height from the nearest floor is input in the text box 647. Then, the “setting” button 648 is clicked, and the setting relating to this pattern is completed. When all the settings are completed, by clicking a “Back” button 649, the processing of this dialog is completed and the screen returns to the window 600 of FIG.

The number of knot patterns, which is the pattern of the pillar configuration, is entered in the text box 651 of the knot pattern part 650 (see FIG. 10A, here "4"). Then, when a “section setting” button 652 is clicked, FIG.
A clause setting dialog 653 shown in (b) is displayed. A pattern to be set is selected from the pattern display section 654. First, FIG. 10B shows that A is selected. In this section setting dialog 653, the number of sections
55 (for example, 7), "basic joint height" 656 (for example, 1000 mm), and "display start number" 657 (for example, 0) are input. After setting these basic settings, a “joint floor designation” button 659 is clicked to set a joint floor for each pattern. When the data input regarding the pattern is completed, the “setting” button 658 is clicked, and the setting regarding this pattern is completed. After the setting of all the knot patterns is completed, the processing of this dialog is ended by clicking the “Back” button, and FIG.
It returns to the window 600 of. Base plate set
The range to which each of the pattern and the knot pattern is applied on the plan view in FIG. 8 is specified by clicking the base plate pattern specification button and the knot setting button (see 680). As a result, the set node pattern is displayed as shown in the sectional view of FIG. The nodes are sequentially numbered starting from “display start number” set in “display start number” 657.

Other inputs include, for example, "basic beam joint", "GL setting" which is the height of the base surface from the first floor, "TP setting" which is the height difference from the Tokyo point, and "TP setting" which is the height difference from the Arakawa point. "A.P setting" which is the height difference
And so on. In addition, "TP setting", "AP setting"
Need not be entered. Plan view 612 and sectional view 61
The scale of 4 can be set separately by the scale 670. The plan view and the cross-sectional view are displayed on the plan display unit 610 according to the scale set here.

Assigning the knot pattern set as described above to each grid line is performed by selecting “knot setting” in the button group 680.
This is done by clicking the button. When the “section setting” button is clicked, a dialog having a pattern display unit similar to the pattern display unit 654 in FIG. 10 is displayed. One of the knot patterns is selected from the pattern display portion, and the grid to which the knot pattern is applied is selected by specifying the range in the plan view 612 of FIG. 8, and the “set” button 658 of the dialog is clicked. I do. In this way,
It determines to which core each node pattern applies. Similarly, for the base plate pattern, the core to be similarly applied can be designated by “designate base plate” in the button group 680.

The button group 680 includes “base plate change” and “knot change” in addition to the above-described “correction of span span” and “correction of floor height” in order to correct each item that has been basically set. Yes, you can freely change the set data. In addition to the basic grid, setting of auxiliary grids, special grids such as diagonal grids and R grids can be performed by clicking the “Auxiliary grid setting” button or “Special grid setting” Click the "" button. Clicking on these displays a dialog where you can enter the required data. After setting these basic plans, the plan displayed on the plan display section 610 can be saved as a drawing by clicking the “Save Screen” button and inputting a file name. When this key plan creation processing is completed, the key plan information is saved.

In this way, a floor plan for arranging structures for each floor is set for the set basic plan. This processing is performed by using a “set top view” button 534 in FIG.
Start by clicking. "Set floor plan" button 5
Clicking on displays a window 700 in FIG. The plan display section 710 displays a plan view 712 and a cross-sectional view 714 registered in the basic plan setting. The plan view 712 is drawn as a floor plan for each floor. To create a floor plan, select a setting floor from a pull-down menu and click a “Select floor” button 720. After specifying the range in which the members of this floor are to be arranged by clicking the intersection of the cores of the plan view 712, clicking the "Draw" button 730 will display the plan view of the plan display section 710 as a floor plan of the specified floor. It is plotted on the part.

When floors of the same floor plan are consecutive, in order to set them, the "upper floor complement" button 750 is clicked, and a copy start floor and a copy completion floor are designated in the displayed combo box. This allows the same floor plan to be used on multiple floors. The range of the floor plan is basically specified as a quadrangle using the intersection as described above. For example, in the case of a polygon, the range is specified by the “add point” button 742 and the “delete point” button 744. Add or delete the point (intersection of the grid), and modify the range of the plan. When a plurality of hidden plan ranges are set on the plan view displayed on the plan display section 710, the “set erase” 746 button is clicked to delete the set range.
Note that by clicking the “delete all (current floor)” button 748, the entire floor plan of the set floor can be deleted. Thus, a plan view (floor view) for arranging the members corresponding to each floor can be set.

<Arrangement of Members> A process for arranging the members input by the above-described member input on the above-described floor plan will be described with reference to FIG. Clicking the “member arrangement” button 542 in FIG. 7 opens a window 800 shown in FIG. The members are arranged in a plan view or a cross-sectional plan view or a vertical view displayed in the plan display section 810 of the window 800. In this system, the members can be automatically arranged to some extent in order to easily arrange them. In FIG.
To place a member on a floor plan, click the “Plan” button in the drawing selection, then select a floor from the pull-down menu in “Select floor” (see 820).
Click the "Select floor" button. As a result, a plan of the target floor is displayed on the plan display section 810 of the window 800. Next, when a member type (eg, girder) to be arranged is selected from the member type menu 830, a member list 8 is displayed.
A list of members of the selected type of the target floor is displayed at 62, and a member to be arranged is selected from the member list 862. When rotation or reversal is required, the rotation or reversal 840 can be specified by checking the specification or reversal of the rotation angle.

When "automatic arrangement" 872 is clicked and the range in which the selected member (or a plurality of members) is to be arranged is designated by dragging in the plan view of the plan display section 810, the intersections within the designated range are designated. For (column position), the members are automatically arranged according to the type of member (in this case, a girder or the like) (for example, in the case of a beam in the X direction or Y direction within the range). At this time, the displacement amount of the member from each intersection (arrangement point) where the member should be arranged can be designated for each of the X direction, the Y direction, and the Z direction of the offset 850.
The arrangement of a single member can also be performed by clicking the “designated arrangement” 874 and designating the start point and the end point on the plan. Also at this time, the offset of the start point and the end point can be specified. In the case of the same member arrangement, the area in which this member is arranged can be copied by clicking the "area copy" 885, specifying the copy source and the copy destination. In addition, the same operation can be performed by clicking “simple copy” 881 even for a single member. When the same kind of members and the like are also arranged on the upper floor in the same manner, it can be performed by clicking “upper floor complement” 894. Movement, rotation / reversal, and deletion, which are corrections of the arranged members, are performed by “single unit movement” 882 and “single unit rotation / reversal” 8 for each member.
83 and “delete unit” 884, “area move” 886, “area rotation / reversal” 887, and “area delete” 888. The setting of the opening can also be designated on the drawing by clicking “opening setting” 892.

After clicking the "axis set" button and specifying the core to be displayed, clicking the displayed "axis set drawing" button (not shown) displays the specified axis set. Is done. As a result, the beam joint position setting for the displayed frame is set to “beam joint position setting” 89
After clicking 4, the user can specify the position of the drawing and input a new dimension. Similarly, an arrangement such as a vertical breath can be made with this. After the members are arranged, the "screen save" button 895 is clicked to save the displayed screen as a drawing. Member arrangement data is stored at the end of this process. As described above, a large number of various members can be easily arranged on a drawing by using a function of automatically arranging, copying, or the like.

<Construction section setting> The construction section setting for setting the area covered by the heavy equipment used in the construction will be described with reference to FIG. Thus, when the construction is performed by a plurality of heavy machines, the range of the work section covered by each heavy machine is specified. The daily schedule setting described later can be performed for each construction section. In FIG. 7, when a “work section setting” button 544 is clicked, a window 900 shown in FIG. 13 is displayed. Therefore, the “drawing” button 942 is clicked, and the intersection of the cores in the plan display section 910 is clicked according to the construction area range, thereby designating the construction area range. Then, set the section name (in this case, section A) of the section specified in this range,
By clicking a “name setting” button 934, the input work section name is associated with the work section whose range is specified.

When the range of the designated section is to be enlarged, the intersection is specified using the center and the center is used. Therefore, the user must use the "add point" button 944 to specify the center of intersection according to the area to be enlarged. This is done by adding this intersection to the construction section. When the range of the construction section is reduced, the “point deletion” button 948 is similarly used. To delete one of the work section settings, first, a target work section is selected by “selection of work section” 932, and then “delete unit” button 936 is clicked. If you want to delete all the settings of the construction section,
This can be done by clicking the “Delete All” button 946.

<Temporary Member Arrangement> A process for arranging a temporary member input by a temporary member input described later on the above-described floor plan will be described with reference to FIG. The arrangement of this temporary member
Basically, the same operation as the member arrangement described above can be performed. In FIG. 7, when a “temporary member arrangement” button 546 is clicked, a window 1000 shown in FIG. 14 is displayed. In FIG. 14, when a temporary member is to be placed on a floor plan, a set floor is selected from a pull-down menu in “select floor” (see 1030), and a “select floor” button is clicked. As a result, a plan of the target floor is displayed on the plan display section 1010 of the window 1000. Next, when the type of the member to be arranged (for example, a beam joint scaffold) is selected from the temporary member type menu 1040, the type of the selected temporary member is displayed in the temporary member shape 1042, so that the target type (for example, Corner type). Temporary members corresponding to the selected type are searched for from temporary members input in temporary member registration, which will be described later, and are displayed in a list on the temporary member list 1050, so that members to be arranged are selected therefrom. Temporary members to be arranged include, for example, a sling hanging piece, a strain correcting piece, an elevating trap piece, a master rope piece, a support piece, an open sheath tube, a net hanging piece, a drip-stop piece, and the like. Here also, the displacement amount of the temporary member from the arrangement point 1060
And the angle 1070 can be input and designated.

In order to arrange the designated temporary members,
Click “initial setting” 1075 to set an initial value for assignment for each temporary member. Since the parameters required for setting the initial value of the assignment are different for each temporary member, the parameters can be set for each parameter item appropriate for the selected temporary member. After setting the initial values of the dimensions of each part of the selected temporary member, click the “Place” button 1081 and drag the diagonal in the displayed plan to set the arrangement range of the temporary member. Temporary members are automatically arranged according to the dimensions set by the initial allocation values. In the case of the same type of temporary member arrangement, the area where this member is arranged can be copied by specifying the copy source and copy destination by clicking "area copy". In addition, the same operation can be performed on the temporary member alone by clicking the “simple copy” button. Rotation and deletion, which is correction of the disposed temporary members, can be performed by “single rotation” and “single deletion” for each temporary member alone, and “area rotation” and “area deletion” for each area. After arranging the temporary members, the “screen save” button 1090 is clicked to save the drawing. When the end button 1092 is pressed to end the temporary arrangement, the arrangement data of the left turn member is saved. In this manner, a large number of various temporary members can be easily arranged on the drawing. In addition, by using the inputted temporary member arrangement data and the like, it is possible to manage the assignment, quantity, weight, interference, etc. of the temporary members.

<Daily Schedule Setting> A process for calculating and displaying the time required for arranging the members for each of the work sections set as described above in the above-described plan is described with reference to FIGS. 15 to 18. explain. In FIG. 7, when a “prorated” button 552 is clicked, a window 1100 shown in FIG. 15 is displayed. Here, first, when a work section (for example, A) is set from the pull-down menu of the work section block setting 1140 where the daily schedule processing is to be performed, the total number of pieces, which is the number of members in the work section, is displayed. Next, a floor is selected from the pull-down menu of the floor / section selection unit 1150, and the floor to be subjected to the daily processing is set. The nodes do not necessarily have to be set because the members are recognized. Next, in the heavy equipment / yard setting section 1160, first, a "heavy equipment arrangement" button is clicked in order to set the heavy equipment used for arranging the members and the cargo handling yard where the members are placed. Then, in the dialog window (not shown), after specifying the type of the lifting machine (building number and unloading number for unloading), pull down the crane type (for example, truck / crane).
Select from the menu. When a specific name of this type of heavy equipment is selected from a pull-down menu, a dialog window for inputting parameters of the heavy equipment (crane) of this name is further displayed, and necessary parameters (for example, tower length, main boom length, etc.) are displayed. ). In this way, the heavy equipment used in this section can be registered.

In order to input the position of the heavy equipment, the installation place (reference point) of the heavy equipment in the plan view of the plan display section 1110 is clicked. And as "offset",
When the displacement amount from the reference point to the revolving center and the angle at which it is arranged are also input, and the "heavy equipment arrangement" button is clicked, the heavy equipment is drawn at the designated position in the plan view of the plan display unit 1110. To set the handling yard, click “yard setting” in the heavy equipment / yard setting section 1160. Then, a dialog box for selecting a yard shape (for example, a rectangle or a polygon) or inputting a position is displayed. The yard shape and the yard position (this is a plan view of the plan display unit, like the heavy equipment). (Applicable places). Moving the set heavy equipment or yard can be performed by clicking the “Move heavy equipment” button or the “Move yard” button of the heavy equipment / yard setting unit 1160. Further, the heavy equipment and the yard that have been set can be deleted in the same manner.

In this way, the set working radius of the heavy equipment can be displayed. This is the measured value display 1170
When the "Work radius display" button is clicked and the target member is clicked in the plan display section, the work radius of the heavy equipment is drawn as shown in the plan display section of FIG. Horizontal distance to members,
The weight of the target member, the rated load with respect to the distance to the target member, and the like can be calculated and displayed. In the measured value display 1170, the center of gravity of the member, which is necessary for checking the hooking position of the member, can also be calculated. When the user clicks the “center of gravity display” button of the measured value display 1170 and selects a member to be calculated in the plan display unit 1110, the shape of the member indicating the position of the center of gravity obtained from the calculation result is displayed, The dimensions are also displayed.
In this manner, the center of gravity of the target member can also be displayed, so that the center (suspension core) when the member is suspended can be easily grasped.

Next, a "basic erection order" button (11
90), and by setting the basic construction order,
The order of construction of each member is set automatically to some extent. The setting of the construction order will be described with reference to FIG. FIG.
In FIG. 16A, when a “basic construction order” button 1191 shown in FIG. 15 is clicked, a box shown in FIG. 16B is opened. The building order of each member is determined by the basic order set in this box. First, the order according to the types of members (columns, beams, etc.) is set according to the member arrangement order. First, the types of members whose order is to be determined based on the basic erection order are checked and determined. The order between the member types determined by this check is determined by the first order and the second order. The second order defines a priority order (vertical breath is priority because the vertical beam is 1 and large beam is 2) when the same order is set in the first order (for example, the girder and the vertical breath are the same 2). . Vertical method (construction)
Or horizontal (stacking) while completing the floor can be selected. Further, one of the node priority arrangement and the floor priority arrangement is selected. Then, in the X direction and the Y direction, it is also specified whether the order is ascending (from young to old) or descending (from old to young). This axis order is an order designation by a symbol for the intersection given in the X direction and the Y direction, which is set by the symbol as shown in FIG. 8 of the basic plan setting. After setting the basic order, click the "Set" button.

Now, a description will be given of the process of calculating the daily schedule in the order of construction established in this manner. First, a "prorated block" button is clicked, and a work target range (calculation target range: block) for one day is designated on a plan in the plan display section. As a result, the number of days of the integration, the number of pieces in the block, the work time, and the total weight are displayed.
This processing will be described in detail with reference to the flowchart shown in FIG. 17 and the member arrangement data shown in FIG. First, the order of erection of each member is given according to the order specified in the basic erection order (S1261). This is stored in the system as data of the SNo item 1282 in the member arrangement data shown in FIG. As other member arrangement data items, for example, FNo1283 indicating the floor number,
FSubNo128 indicating the middle floor (for example, the mezzanine)
4. BName1285 indicating member symbol, P indicating position
position1286, Btext indicating the type of member
1287, SDate 1288 indicating the number of days per day, Koku 1289 indicating the construction section, Setu 1290 indicating the section, and the like. These member arrangement data are created by arranging the members described with reference to FIG. 12 and setting the work sections described with reference to FIG.

Note that the specified order can be corrected by first inserting the same order as the SNo item which is in the order of construction.
This can be performed by changing etNo1281.
This can be applied to the ordering of members not specified in the basic construction order. The designation of unitization for carrying a plurality of members at one time is shown in FIG.
91 can be designated by giving the same unit the same number. Click the "Reset" button to return the order given to the previous order.
It is possible to return to the order before correction. This is Reset
The order specified in the item No. 1281 is changed to the previous SN
o It can be easily realized by returning to the order specified in the item 1282. The arrangement data of the members in the block having the data in the order of construction obtained in this way and the member data in the member list in which the shape and the like of the members input in the member registration are input, for example, the member symbol BNa shown
By using me1285, it is possible to transfer to a work file (S1262). The following weight calculation and work time processing can be performed on this work file.

Now, the weight of the selected member is calculated (S1263) by using the data of the member shape in the member list on the work file. In addition, by using data such as the weight, position, yard position, and position and performance of the heavy equipment used,
The work time required for arranging the members can be calculated (S
1264). At this time, the members already arranged,
It is also possible to detect interference with a boom of a heavy machine lifting a member to be currently placed. This is detected based on the relationship between the state of the boom when the members are arranged by the heavy equipment (this is determined from the position of the heavy equipment to be used, the member arrangement destination, the size of the heavy equipment, and the like) and the arranged members.
If they are interfering (YES in S1265), a warning is displayed to show that they are interfering (S1266). This warning display indicates the placement target member and the interference member. This interference can be eliminated by changing the order of construction as described above. When the calculation for all the members in the designated block is completed, the total weight and the total operation time of the members in the block are displayed (S1267).

In this way, the work time and the like for the designated block can be grasped. Next, on that day, a temporary member arrangement to be arranged in the block is designated. For this purpose, when a button for each type of temporary member is clicked, the temporary members arranged in the block are displayed for each type. For the displayed temporary member, a temporary member to be arranged on that day can be designated. After the designation of all types of temporary members is completed, the daily setting of one day is completed, so the "setting completed" button of the daily block setting is clicked. The above-described interference detection can also be performed by specifying individual members. This is done by clicking the “Interference Check” button (not shown), selecting individual members in the plan display area, and displaying the selected members and the members that interfere with the heavy equipment boom that lifts the selected members. This is done by causing In addition, it is possible to check turning interference of the heavy equipment. This can be performed by checking the presence or absence of a member in a cylindrical area centered on the position of the heavy equipment, which can be calculated from these data because the apparatus has data on the turning radius of the heavy equipment and the height of the turning part. In addition, as a check target, a temporary member (including a common temporary facility (input as three-dimensional data) such as a temporary enclosure and a temporary office) can be included.
In this way, the daily processing can be easily performed.
The drawing can be saved by clicking the “Save Screen” button 1232 in FIG. After the work is completed, the data such as the set daily schedule is saved.

<Simulation> A simulation file can be set in order to carry out daily processing and the like for various cases and to conduct comparative studies. This is performed by pressing a “simulation file setting” button 554 in FIG. By managing a plurality of files for the same site, a plurality of plans can be managed. This is to copy the existing file and save it under a new name separately from the construction list. By modifying the data in this file, a file for a new plan can be created. Since these processes are the same as the normal file processes, detailed description will be omitted. Thus, by changing the file to be processed, various cases can be tried for the various processes described above. To do this, for example, create a data file when the construction order and unitization are changed in various ways, and specify this file as the file to be simulated. Processing can be performed.

<Temporary Member Registration> For the temporary members used in the daily schedule setting, the temporary members to be used need to be registered in advance by the temporary member registration. This processing will be described with reference to FIGS. This process is performed by first specifying the type of the temporary member to be set in the temporary member registration window 1300 shown in FIG. As the types of the temporary members that can be specified, for example, “column joint scaffold” 1301, “beam joint scaffold” 1302, “suspension frame scaffold (NS)” 1303, “suspension frame scaffold (cross)” 1
304, “suspension frame scaffold (suspension piece)” 1305, and the like.
For example, as shown in FIG. 19B, when the “column joint scaffold” 1301 is clicked, a list 13 of registered data relating to the column joint scaffold as shown in FIG.
30 is displayed. Here, in order to newly register, a member type (here, general type 1331) is designated and a “new” button 1352 is clicked. As shown in FIG. 20, a window 1400 for registering a new pillar joint scaffold is displayed. Is displayed. The image display unit 1460 shows the plane, front, and side surfaces of the column joint scaffold having the designated general type shape. On the other hand, after inputting the member name, the model, and the like, the user inputs the dimension of the portion where the dimension line of the image display unit 1460 is displayed in red, for example.
After inputting all necessary dimensions according to the instructions on the image display unit 1460, click the “register” button 1482 to
The new registration of the temporary member is completed. The lease source of the temporary member can also be registered by selecting it from the lease source list 1470. In addition, the overall dimension 1450 does not need to be input because it is calculated by the system. To update or delete registered data, select the target member name in the registered data list, and then click the “Update” button 1354.
This is performed by clicking a “Delete” button 1356. In the case of registering other types of temporary members, as in the case of the column joint scaffold described above, the shape is displayed and the input location is indicated. As described above, in the registration of the temporary member, since the position of the dimension input is indicated while displaying the shape of the temporary member to be registered, the necessary parameter input is performed even for the temporary member having a complicated shape. It can be done easily.

<Registration of Heavy Equipment> The registration processing of the three-dimensional data of the heavy equipment to be used and the data relating to the performance is shown in FIG.
This will be described with reference to FIG. FIG. 21 shows a heavy equipment registration window 1500 for registering heavy equipment. When registering a new heavy equipment that is not displayed in the heavy equipment list 1510, the type of heavy equipment to be registered is selected in the heavy equipment type list 1520, and then an "Add" button 1531 is clicked. FIGS. 22 to 24 show a case where a crawler crane having a caterpillar capable of self-propelling is newly registered.
This will be described below with reference to FIG. When registering a crawler crane, the type of heavy equipment is selected from the heavy equipment type list 1520, and when the “Add” button is clicked, a window 1600 for registering the crawler crane is displayed as shown in FIG. Is displayed. This window 1600 has a crawler crane elevation,
An image of the input target crane is displayed by the crane display unit 1610 showing the plane and the side. First, enter the crane name to be registered in the crane name 1620,
Input the parameters to be input according to the display of the dimension line on the crane display unit. For a tower portion that cannot be input on the display of the crane display unit 1610, a window 1670 shown in FIG. 22B is displayed by clicking a “next screen” button 1662. The crane display section 1680 of the window 1670 is displayed for inputting the tower section, and parameters are input in accordance with the display instruction (red display of the dimension line to be input). When all necessary parameters have been registered, the “register” button 1696 is clicked to return to the heavy equipment registration window 1500 in FIG.

Next, in order to input the performance of the crawler crane, a “performance table” button 1535 of the window 1500 in FIG. 21 is clicked. First, a box 170 for inputting the crawler crane performance condition shown in FIG.
Displays 0. Here, the condition of the performance is checked first whether or not a tower is used (see 1710). Then, the number of tower settings 1721 and the number of main boom length settings 17
22, basic crawler crane conditions, such as a second boom length setting number 1723, an offset angle setting number 1724, a counter weight setting number 1725, a working radius setting range 1726, and the like. The weight of the counterweight is input later in FIG. Then, "Confirm conditions"
The button 1732 is clicked, and in the window 1800 shown in FIG. 24A, the number of tower heights, the length of the main boom, the weight of the counterweight, and the like are input as the set number. Then, when the “Registration” button is set, FIG.
It returns to the window 1700 of. The weight of the counter weight of the set counter weight set number is the weight list 1
740.

Clicking the "speed performance" button 1734 in the window 1700 to input parameters relating to speed performance, the speed performance 1840 shown in FIG.
open. Thus, the undulating speed 1841 and the turning speed 1842
Set. Further, the winding speed is set for each weight of the member or the like (see 1850). This is done by inputting the weight 1851 and the corresponding speed 1852, and clicking the “Add” button 1854 to display it in the list 1853. Select the hoisting speed for each weight displayed in the list, and click the "Modify" button 1855 or "Delete" button 1856.
By clicking, correction and deletion can be performed. These speed performances are registered by clicking a “register” button 1862. The registration of the hook to be used can be performed by clicking a “hook type” button 1736 of the window 1700 in FIG. 23 to open a hook type window 1870 shown in FIG. This is entered by clicking the “Add” button 1874 with the hook type as the pair of the maximum load 1871 and the own weight 1872. The input hook type is displayed in a list 1873. Correction and deletion are performed in the same manner as in the case of the above-described hoisting speed.
Can be used. These are registered when a “register” button 1877 is clicked.

When a "performance confirmation" button (not shown) displayed after setting all the performance conditions is clicked, a performance table 1900 shown in FIG. 25 in which all the conditions are set is created. The length of the tower or boom determines the possible lifting load (lifting capacity) for each working radius. In order to input the lifting load (lifting capacity), the performance table shown in FIG. 25 is displayed, and the corresponding lifting load is input to the cell specified by the working radius and the boom length. . When a “performance input” button 1752 is clicked in the window 1700 of FIG. 23, a performance table 1900 for each tower height is displayed, and a lifting load is input from a heavy equipment catalog. When the input is completed, click the “Register” button to save this data.

This completes the registration of the performance of the crawler crane. For other types of heavy equipment performance, parameters necessary for specifying the performance of the heavy equipment can be similarly input in detail. Thus, from the detailed performance table input for each type of crane, the speed of the heavy equipment and the rated load can be obtained according to the conditions of the working radius, the length of the boom, the outrigger, the counterweight, and the weight of the hook. Therefore,
In the above-described daily calculation performed using the performance table of the heavy equipment set in detail in this manner, the work time as the calculation result is accurately obtained.

<Form Creation> Various forms can be created using this steel frame construction support system. The forms that can be created include, for example, a “process table” 562, an “estimate” 564, a “shipping list” 566, and a “hanging jig list” 568 shown in the form creation 560 of FIG. Here, a shipping list and a process chart will be described in detail with reference to FIGS. 26 and 27 as examples of forms that can be created.
FIG. 26 shows a shipping list that can be created by this system. The shipping list is a list used for arranging the loading members in the order of construction according to the load of the vehicle carrying the members. Shipping list 2000 shown in FIG.
Is the weight of the members (total 1) for the vehicle type (for example, 11 t long truck)
(1 ton or less). The dispatch list 2000 includes, for example, a dispatch number 2010, a type of truck 2020 to be used, a serial number of members (in order of construction) 2030, a symbol 2040 for identifying members, a member name 2050 as a member type, an arrangement section 2060, an arrangement Place 2070, arrangement section 2080, weight of a single member 2090,
Items such as the weight of the cargo 2092 are printed out. Of these items, items other than the product load amount are obtained by the above-mentioned proration process. By using these items, the weight of the members is added up in the order of building, so that the member distribution can be obtained. When distributing the members, the pillar and the other members are not stacked. Also, a plurality of vehicle types to be used are registered, and are automatically selected according to the weight of the cargo.

FIG. 27 shows an example of a process chart. FIG.
The process schedule 2100 shown in the above is a schedule time chart of the construction, temporary construction, re-distortion, and final fastening based on the construction process calculated by the above-mentioned proration, applied to an actual calendar. . The numbers shown in the construction time chart are the number of members to be worked. In the process chart, the construction work artificial work, the temporary work work artificial work, the straight work work artificial work, and the final work work artificial work use the numbers set in the work artificial work 276 in the window 250 for inputting the outline in FIG. Although not shown, a construction procedure document can be created. This procedure is
It is a report that explains the work procedure etc. according to the construction plan in an easy-to-understand manner. Along with the work procedure created by this system,
By inserting the prepared illustrations and the like, the procedure and the like can be shown in an easy-to-understand manner. When this is used together with a three-dimensional construction procedure diagram described later, the work procedure can be easily understood. For all forms to be printed,
On the form editing screen, editing such as change or addition of layout, items, data, etc. can be performed.

<Drawing Creation> In the steel frame construction support system,
Since the construction plan is held in the system, various plans necessary for the construction work can be created using this plan. These include a member layout, a temporary layout, and various layouts for each process. As an example of the drawing, FIG. 28 shows a three-dimensional view showing the progress of the construction. In order to draw the three-dimensional figure shown in FIG. 28, first, the work day to be drawn is specified, and then the viewpoint for drawing the three-dimensional figure is changed in height, direction,
Specify by elevation. When a drawing instruction is given to the system, drawing of a three-dimensional diagram of the construction completed by the designated work date is performed using data such as members, heavy equipment, and construction order in the system, as shown in FIG. A three-dimensional view 2310 is displayed.
The viewpoint of this three-dimensional view 2310 has a scroll
It can be changed by bars 2212, 2214, 2216.

<Other Functions> In the construction support system of the present invention, as described above, drawings of the basic plan and the like, detailed parameters and arrangements of members to be used, temporary members, heavy equipment for construction work, etc. Since data and the like are stored, in addition to the above functions, for example, the following processing can also be performed by using the stored information.・ Structural calculation By selecting members and temporary members for structural calculation,
Perform structural calculations such as simple beam calculation, suspension scaffold calculation, slinging wire calculation, and hoist reaction force calculation. -Checking the accuracy of building After the building is completed, it is possible to output drawings and forms to correct the accuracy for the regular position. The checks performed on the form include a horizontal (X direction, Y direction) insertion accuracy check and a vertical (Z direction) floor height accuracy check. For example, it is possible to input the falling dimension of the column as six data before and after the installation adjustment, after the installation adjustment, and after the final fastening welding in each of the X and Y directions. After the final tightening welding, data input in the form of a drawing or a form can be output to provide feedback to a node to be built next, and can be used as a check sheet for human judgment. In the case of the floor height accuracy check, since only the Z direction is used, the same processing is performed by inputting three inputs to one pillar.

Calculation of heavy equipment position In order to lift the members, it is necessary to set the heavy equipment at an appropriate position. This heavy equipment position calculation can be performed by using the present system. This heavy equipment position calculation processing
This will be described with reference to FIG. FIG. 29 shows a case where the position of the heavy equipment when four pillars are lifted is calculated. In order to perform this processing, first, a heavy machine to be used is selected. It is assumed that the performance of the heavy equipment used is registered as described above. Next, the type of the member to be lifted (the column in FIG. 4) is selected.
Then, the range of lifting is specified in the plan view. In the case of FIG. 29, four pillars 2310, 2320, 2330, 234
It is a range including 0. The system calculates the working radius suspended by the weight of the member for the members in that range (for four columns, the working radii 2312, 2322, 2332,
2342) and a part that covers all the working radii (shaded part 2360 for four pillars)
Is shaded. If there is no turning center of the heavy equipment in the shaded portion, it means that all the target members cannot be lifted. The heavy machine is installed in the shaded portion, and the turning radius of the heavy machine and the interference between the above-described members are checked to finally determine the position of the heavy machine.

The above-described rebar construction support system is not only a stand-alone computer system, but also
For example, the present invention may be applied to a client / server system or the like including a plurality of systems. The configuration of the present invention can be realized by reading out and executing the program by the computer system from the storage medium storing the program related to the above-described reinforcing bar construction support system. This recording medium includes a floppy disk, CD
-ROM, magnetic tape, ROM cassette, etc. When constructing the above-described reinforcing bar construction support system in a computer system, each of the above-described processes may be installed alone, or each of the processes may be installed in combination.

[0059]

According to the construction support system of the present invention, data of members required for the system (for example, columns, girders, small beams, studs, vertical breaths, horizontal breaths, walls, breaths, stairs, splice plates, etc.) By inputting according to the display of the shape (structure diagram) of each member, it is possible to easily register in the system. According to this data, the weight calculation of each member can be calculated for each structure (for each steel frame, reinforcing bar, concrete) inside the system. Also, by inputting data of temporary members and heavy equipment to be used according to the display of the shape, the data can be easily registered in the system, and the data can be used in the system. Data on the performance of heavy equipment can also be registered in detail as a performance table, the working radius of heavy equipment, boom length, outrigger,
Accurate operation speed and rated load can be obtained depending on the conditions of the counterweight and hook weight.

Plan (plan view, sectional view) which is a drawing of the construction
Can be easily registered in the system, and by using this plan, arrangement of members, heavy equipment, etc., setting of work sections by heavy equipment, and the like can be easily performed. In this way, by using the data of members, heavy equipment, arrangement, and the like input into the system, for example, the weight of the selected member, the horizontal distance from the heavy equipment, the rated load, and the like can be calculated and displayed.

Further, a prorated block which is a construction target range on a certain day is set, and the building order in the block is determined according to the set basic building order. Weight can be calculated. By specifying the unitization in the order of construction, it is also possible to specify operations for a plurality of members. By using this system, necessary drawings (arrangement drawings, etc.) and forms (member lists, process charts, quotes, etc.) can be created. As described above, the system of the present invention is a system that can satisfy the requirements of the site.

[Brief description of the drawings]

FIG. 1 is a diagram showing an operation outline of the present system.

FIG. 2 is a diagram showing a window for inputting an outline.

FIG. 3 is a diagram showing a window for selecting a member type for member registration.

FIG. 4 is a diagram showing a matrix sheet to which data of a column member is to be input.

FIG. 5 is a view showing a window for inputting data for a specific shape of a column member.

FIG. 6 is a view showing a window for inputting data for a specific shape of a beam member.

FIG. 7 is a diagram showing a window for selecting a process of the present system.

FIG. 8 is a diagram showing a window for registering basic plan settings.

FIG. 9 is a diagram illustrating setting of a base plate pattern.

FIG. 10 is a diagram illustrating setting of a node.

FIG. 11 is a diagram illustrating setting of a floor plan.

FIG. 12 is a diagram illustrating a member arrangement.

FIG. 13 is a diagram for explaining a construction section setting.

FIG. 14 is a diagram illustrating a temporary member arrangement.

FIG. 15 is a diagram for explaining a daily setting.

FIG. 16 is a diagram illustrating the setting of a basic construction order.

FIG. 17 is a flowchart illustrating a daily processing.

FIG. 18 is a diagram illustrating a table in which data such as the order of construction is stored.

FIG. 19 is a diagram illustrating registration of a temporary member.

FIG. 20 is a diagram illustrating input of parameters of a temporary member.

FIG. 21 is a diagram illustrating heavy equipment registration.

FIG. 22 is a diagram for explaining parameter input of a crawler crane.

FIG. 23 is a diagram illustrating input of performance conditions of a crawler crane.

FIG. 24 is a diagram illustrating input of speed performance, hooks, and the like of the crawler crane.

FIG. 25 is a diagram illustrating input to a performance table.

FIG. 26 is a diagram illustrating an example of a shipping list.

FIG. 27 is a diagram illustrating an example of a process chart.

FIG. 28 is a diagram showing a display example of a three-dimensional cubic diagram.

FIG. 29 is a diagram illustrating a process of determining the position of the heavy equipment.

 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Hirokazu Kaneda 3-23 Kandanishikicho, Chiyoda-ku, Tokyo Mukai Construction F-term (reference) 5B046 AA03 DA01 DA09 DA10 FA07 FA09 GA01 HA05 JA04 KA05

Claims (11)

[Claims] 1. A construction support system for supporting the construction of a building, comprising: a member storage unit for storing parameters of a member to be used; and a heavy equipment storage unit for storing parameters of a heavy machine to be used. A plan storage unit for storing a plan of a building, and a member arrangement storage unit for storing members and arrangement positions, and a plan display means for displaying the plan stored in the plan storage unit Means for designating the position of the heavy equipment to be used for unloading and the position of the storage space, and the order of setting the members in the specified range of the plan display means in the member arrangement storage unit. A direction setting means, and a working time processing means for calculating the working time for the member in the specified range from at least the heavy equipment position, the storage location, the weight of the member, the construction order, and the parameters of the heavy equipment used. For example,
An erecting support system characterized in that an erecting work time of a member can be obtained. 2. The construction support system according to claim 1, wherein the work time processing means calculates the weight of the member from a parameter in the member storage unit. 3. The erection support system according to claim 1, wherein the erection order setting means has basic erection designation input means, and the basic erection order specified by this means.
An erecting support system characterized in that the erecting order of members in a specified range is determined and specified. 4. The erection support system according to claim 1, further comprising: an interference detecting unit that detects an interfering member with respect to the set erection order. 5. The construction support system according to claim 1, further comprising: a member registration unit having a member shape display unit for inputting a parameter of the member to the member storage unit. The erecting support system, wherein the member registration means can input a dimension of a corresponding portion in accordance with an input instruction shown on the member shape display section. 6. The construction support system according to claim 1, further comprising: a heavy equipment registration unit having a heavy equipment shape display unit for inputting parameters of the heavy equipment to the heavy equipment storage unit. The construction equipment support system, wherein the heavy equipment registration means can input a size of a corresponding portion and can input speed performance and lifting capacity in detail according to an input instruction shown on the heavy equipment shape display unit. 7. The construction support system according to claim 1, wherein a basic plan setting means and a floor plan for arranging members on each floor for inputting a plan to the plan storage unit. The basic plan setting means draws a basic plan in accordance with the number of floors of a building, the number of streets, a basic span length, and a basic floor height. An erecting support system characterized by being able to create diagrams. 8. The layout support system according to claim 1, wherein layout data is input to the member layout storage unit using a plan displayed on the plan display unit. Setting means, the arrangement setting means specifies a member to be arranged, and when the arrangement range of the member is designated in the plan display unit, detects the member arrangement position, and stores the member and the position in the member arrangement storage unit. A construction support system characterized by setting. 9. The temporary construction support system according to claim 1, wherein a temporary member storage unit that stores parameters of the temporary member to be used, and a temporary storage that stores an arrangement position of the temporary member. A construction support system comprising a member arrangement storage unit and capable of managing the arrangement of temporary members. 10. The construction support system according to claim 1, further comprising means for creating and printing a form or drawing required for management of the construction. . 11. A recording medium storing a program for constructing the construction support system according to claim 1 in a computer system.