JP4565494B2 - Design and management support system for buried pipe work and civil engineering work - Google Patents

Description

The present invention relates to a system for supporting design work and maintenance after completion of construction in buried pipe work and civil engineering work. More specifically, the present invention relates to a design model and design specifications and a unique management model using GIS. This is related to a support system for buried pipe work and civil engineering work that employs
In this application, buried pipe work refers to public sewerage business, village drainage business, waterworks business, agricultural buried pipe business, etc., and civil engineering work refers to road business, waterway business, pond project, etc. .

  CAD (Computer-Aided Design) is a typical example of a conventional support system for buried pipe work and civil engineering work. CAD is also known as computer-aided design, and is widely recognized as a means of efficiently creating design drawings using computers in civil engineering design, buried pipe design, architectural design, mechanical design, circuit design, and so on. For example, by operating CAD software on a computer with excellent graphics functions, and creating, modifying, and visualizing figures with a high-resolution display screen regarded as a design drawing, it is significantly more than conventional paper-based designs. Efficiency can be realized.

On the other hand, in recent years, a geographic information system (GIS) for referencing, manipulating, and analyzing a digitized map on a computer has been developed with the progress of computer technology and network technology. With the introduction of the geographic information system, it has become possible to associate geographic information with various design information.
Generally, GIS is constructed and operated individually according to its purpose and usage. For example, when a geographical information system is individually constructed for each department or each business office, geographical information outside its own management may be required. In such a case, in a situation where each geographic information system is distributed without any cooperation, it is difficult to grasp where the necessary geographic information exists, and it is possible to efficiently use the distributed geographic information system. There was a problem that I could not.
Therefore, a geographical information system that allows different types of distributed geographical information systems to be mutually used has been proposed (Patent Documents 1 and 2).

JP 2000-267563 A JP 2000-259659 A

  The outline of the design and management work in buried pipe work and civil engineering work is as shown in Fig. 1. Authorized design (planned design) is a general design of the entire business volume over many years, and the basic design document (design drawing, quantity calculation sheet, construction cost statement, design specifications, etc.) to be established and implemented for the fiscal year ) Is created (STEP 1). In the survey test budget request, the survey test budget for designing the implementation is calculated (requested) for the section to be constructed in the next year or two years (STEP 2). Surveying test cost subsidy grant application is a procedure for receiving subsidies related to survey test cost for construction zones that submitted budget requests (STEP 3).

In the implementation design, for the project amount allocated in the current fiscal year after the above work, an estimate for carrying out the construction and an implementation design necessary for construction are created (STEP 4). There are also projects that carry out overall implementation design with the entire construction period as one year. The construction cost budget is requested (requested) by accumulating the construction cost for the project scheduled for construction in the next fiscal year (STEP 5). Application for subsidy for construction costs is a procedure for receiving subsidies related to construction costs for construction zones that submitted budget requests (STEP 6).
Estimating the construction cost required for the above work needs to be repeated until optimum values are obtained for the construction period, project volume, construction cost, etc.

The contract design is based on the subsidy application and the execution design, and divides the work area and creates a design document necessary for ordering the work (STEP 7). At this time, it is necessary to repeatedly calculate the project volume and construction costs.
The change design is performed when the amount of money changes due to the contract rate, when the soil is unpredictable, or when the construction changes due to other factors (STEP 8). Usually, the change design is performed 2 to 3 times.
A “bidding” is performed based on the contract design and the change design, and the contract is concluded with the ratio between the successful bid amount and the contract design amount as the contract rate, and the subsequent design amount multiplied by the contract rate as the change design amount. When the contract work is completed, a volume design is created (STEP 9). At this time, it is necessary to repeatedly calculate the project volume and construction costs.
After the completion of construction, maintenance work will be carried out so that the construction object can be repaired and used continuously (STEP 10).
The above design and management tasks have the following issues.

(1) Problem of workload for construction cost estimation The flow of conventional construction cost estimation work is as shown in FIG.
First, the business volume to be accumulated is provisionally set on various drawings (STEP 11). Enter the quantity data related to the execution of work types, specification members, etc. (STEP 12), and add construction costs from these information (STEP 13). Based on the integration result, it is confirmed whether the target construction cost can be realized (STEP 14). If it is OK, the integration result is output (STEP 15). If the target construction cost is not realized, the trial calculation is repeated. However, it is rare that the target construction cost can be achieved at one time, and the work load of repeated integration work has been a problem.

(2) Problem of drawing management In construction management, a large number of drawings are created. However, it is a work requiring a lot of labor to manage construction by matching these drawings. For example, there are several drawings such as plan, vertical, cross-sectional, standard, and structural drawings. From these, the necessary drawings and data can be obtained from the measurement points of each drawing and attributes such as the structure name number. I had to find and manage the construction.
Although it is conceivable to directly import drawing data created by CAD or image data captured by a scanner into GIS, there is no need to match multiple drawings even if paper-based information is digitized as it is. Couldn't hope.
(3) Maintenance problems After construction is complete, a drawing management mechanism is required to repair the construction object. Conventionally, drawing management by GIS has been performed, but it has been troublesome twice because the data of the management drawing was created after the volume design.
In addition, there is a problem in that it is necessary to repeatedly estimate the construction cost in the same manner as described above in the estimation of repair costs.

  The present invention has been made in view of such circumstances, and displays a control diagram with management information necessary for design management, construction management, and maintenance work in GIS and adopts a new concept of a volume management model. The purpose is to provide a system that supports the design and management of buried pipe work and civil engineering work.

The first invention includes input means, display means, drawing data including a plan view, volume management model data including a model in which the volume of a structure is classified into two or more, pipe type, pipe diameter, earthwork type, and earth retaining type Construction data including design specifications, quantity data including type of work and member name, and storage means in which accumulated data including the amount per unit quantity of the member name is registered. Design / management support system, which reads out drawing data, volume management model data, design specification data, and quantity data from storage means, and displays a control diagram that is a plan view with design specification data associated with these GIS prepared using the functions, means for storing the control view data created in the storage means, reads the control view data from the storage means, and means for displaying the control view on the display means Selection means for a selectable period, locations by the input means in the control diagram displayed by the display means, and means for displaying by color the selected section-locations in the control diagram displayed by the display means is selected was based on the section-places, design specifications based on data from the storage means, read the quantity data and integrated data, display and integrated means for automatically integrating the cumulative business volume and cumulative project costs, cumulative business volume was automatically accumulated and the cumulative construction costs A design / management support system having means for displaying on the means .
In a second aspect based on the first aspect, the selecting means automatically designates a location / section until the target construction cost is reached by inputting the starting point, direction and target construction cost by the input means (A). Means, (B) means for automatically specifying from the start point to the end point by inputting the start point and end point by the input means, and (C) by inputting the start point including the intermediate point and the end point including the intermediate point by the input means, A means for automatically designating from the starting point including the intermediate point to the ending point including the intermediate point is included.
The third invention is characterized in that, in the second invention, the automatic designation of (A) is performed by load average or proportional calculation of sections and locations.

According to a fourth invention, in any of the first to third, and having a means for displaying the document further to a predetermined manner on the display means.

According to a fifth invention, in the fourth invention, the form is a budget request, a subsidy grant application, a consignment design, a contract design, a change design, and / or a volume design. .

According to a sixth aspect, in any one invention of the first to fifth, drawing further the structure, characterized by having a means for simultaneously displaying on the display means the business volume and construction costs.

According to a seventh invention, in any of the first to sixth, wherein the drawing data, the control view, draw a center line in plan view, draw plurality of transverse lines intersecting at right angles to the center line, each cross It includes information that makes it possible to display a unique central section code set between the direction lines on the display means .

Advantageously, in the invention of the seventh, the selection means may have a means for specifying all the structures present in the center line section by specifying the center line.

By using the design / management support system according to the present invention, excerpts from the authorized design / implementation design, making a design document, obtaining the business amount from the construction cost, obtaining the construction cost from the business amount, When performing work such as determining the section and obtaining the project cost, it is possible to work quickly by using the automatic accumulation function.
In addition, by using the control diagram according to the present invention, it is possible to grasp the construction contents easily and quickly without using it while comparing many drawings in construction management and maintenance management work for buried pipe work and civil engineering work. Can do. For example, it is possible to perform design management and construction management by looking at a plan view with design specifications without looking at a longitudinal view in addition to the plan view.

  In addition, it is possible to perform work such as budgeting / subsidy grant application, contract design / change design / volume design etc. on GIS, eliminating the need to repeatedly create paper-based materials for trial calculation, The labor of advanced engineers can be greatly reduced.

Furthermore, in the design / management support system of the present invention, data individually managed in contract design, design management work, construction management work, and maintenance management work can be collectively managed through all work.
Furthermore, it is possible to solve the problem that it is necessary to create a design drawing anew for maintenance management. Furthermore, even if personnel changes occur, the successor can easily edit the created data.

The best mode for carrying out the present invention will be described below.
(System configuration)
FIG. 3 is a system configuration diagram of the present invention. The system according to the present invention includes a personal computer 2 connected to an input device 1 and an output device 3. The input device 1 is an input device such as drawing data such as a digitizer or a scanner. The output device 3 is an output device such as a dot printer, a laser printer, or an inkjet plotter. The personal computer 2 includes a design / management support program 22 for linking the GIS 21 with database software 23, CAD software 24, spreadsheet software 25, and surveying software 26. The design / management support program 22 is a program created in a general-purpose development language such as Microsoft's VisualBasic (registered trademark). The other softwares 21, 23 to 26 are commercially available general-purpose software.
The CAD software 24 and the survey software 26 are used for editing the initial data and are not essential components of the present invention.
In addition, when data can be exchanged via a network, an electronic storage medium, or the like, the present invention can be realized without both the input device 1 and the output device 3.

(Data setting)
In order to use the system according to the present invention, it is necessary to input the following data in advance and associate the data.
(1) Drawing data for display output Plan (plan with the current situation as a background), longitudinal view (drawing the structure to be constructed in the longitudinal direction, etc., showing high and low distances, etc.), cross-sectional view ( Figure showing earthwork etc. by cutting the structure etc. that is the object of construction in the transverse direction, standard figure (figure showing general structure applicable to any district), structure figure (showing general assembly method) Plan data), and plan data (projected centerline, measurement points, structures, etc. on the plane) are acquired as image data or CAD data.
(2) Design specification data These are data such as earthwork data, manhole data, and public fence data.
An example of design specification data handled in the present invention is as shown in FIG. In the conventional method, only 1 to 7 of these data are represented on the plan view.
(3) Quantity data These are data of extension, area, and volume data for construction type, section, and part name.
The types of sewerage work include pipe works, manhole works, sewage works, and installation pipe works. The member names in pipe construction include rubber ring receiving piece straight pipe, manhole flexible joint, earth retaining work, sand backfill, buried sign sheet, and earthwork.
(4) Unit Price Data Unit price data is the amount per unit quantity of the member name, and registers accumulated yield × labor material unit price, quantity required material, estimate material, and accumulated material.
By performing the above data setting, it is possible to output a plan view (control diagram) with design specifications. An example in the sewer business is shown on the right side of FIG. 5, and an example in road construction is shown in FIG.

(Volume management model)
In the present invention, a new concept of “volume management model” is adopted as the construction management information means. The volume management model is a design drawing created for each process in the past. The finished shape and structure (including earthwork) that can be constructed across years are classified into several models for each process in advance. It is a means for making it possible to easily estimate construction costs and manage progress.
Fig. 6 shows the volume management model for five works: i) sewerage work, ii) road work, iii) waterway work, iv) bridge work, and v) pump station and pump work.
In FIG. 6, there is a construction having a center line and a construction having no center line in the control diagram. The former corresponds to i) to iv), and the latter corresponds to v).
i) In sewerage works, M1 represents excavation / pipe installation / backfill / pavement, M2 represents excavation / pipe installation / backfill, and M3 represents pavement. ii) In road construction, M40 represents a side wall, M41 represents a retaining wall, M45 represents a pavement, and M46 represents an earthwork. iii) In waterway construction, M41 represents a retaining wall, M45 represents pavement, and M100 represents a waterway. iv) In the bridge construction, M201 represents the abutment, M202 represents the pier, M203 represents the superstructure, and “H, m” represents the height of the work piece. v) In the pump station and pump construction, M301 represents the building and M302 represents the pump station equipment.
In the following, the volume management model is explained by taking i) sewerage model as an example.

In the conventional sewerage work, the work was managed with a drawing like a standard cross section (usually a drawing cut by a crossing line). In this case, this is classified into three models M1 to M3. ing. By classifying in this way, the construction costs in the processes corresponding to any of the models M1 to M3 can be easily integrated, and the construction management can be performed without creating a new drawing for each process. be able to.
As can be seen from the constructions in FIG. 6, the classification of the models is performed in the range of about 2 to 4. A person skilled in the art can easily determine the classification of a model. However, if the number is two or more, which is convenient for the parties in the construction management, there is no limitation on the classification. Absent. However, ideally, it is preferable to create a standardized model between the public sector for various construction works such as buried pipe work and civil engineering work.

FIG. 7 shows a procedure for editing the volume management model.
In order to use the volume management model, it is first necessary to set the volume model code (STEP 21). The volume model code is a code starting from M shown in FIG. 6. For example, three codes M1 to M3 need to be set in sewerage work. For the volume model code, it is necessary to set a unique code for each volume model. This completes preparations for using the volume management model.
Next, in order to use the volume management model according to the present invention, it is necessary to set which centerline section each structure belongs to and which drawing is related. Therefore, the central section code is determined by drawing the transverse direction line in the plan view (STEP 22). When the central section is determined, the central section code is set and set for each structure (STEP 23), and links of various related drawings are set (STEP 24). By performing these operations on all the structures, the editing operation of the volume management model is completed.
By performing these operations, it is possible to create a plan view (control diagram) in which the structure is shown by the volume management model.
In addition, a structure means a pipe wall / box, etc., for buried pipe work, and a retaining wall / drainage structure, etc., for civil engineering work, but in general, construction work for civil engineering / temporary construction, etc. It shall refer to all objects.

  The design work using the volume management model is performed as shown in FIG. On the left side of FIG. 8, a flowchart of conventional design work is shown. In the present invention, in addition to the conventional work, a work volume management model creation, a work volume management model code (M code), and a symbol determination work are newly generated (see FIG. 6). It is possible to greatly reduce the labor of construction cost estimation work in the implementation design.

FIG. 9 is an example in which a control diagram in buried pipe construction and a control diagram in civil engineering work are displayed by a volume management model.
As shown in FIG. 9, the upper part is a description example of the structure management code in the volume management model of the buried pipe work, and the lower part is a description example of the structure management code in the work volume management model of the civil engineering work.
For example, if the structure is numbered “32/33/41”, it means that the structure is a structure away from the center and a retaining wall that is a shared structure of the center line section. To do.

(Automatic calculation of construction costs)
In the control diagram displayed on the GIS screen, the user can specify “1. Location / section specification”, “2. Start / direction specification”, “3. Start / end specification”, “4. The construction cost can be automatically accumulated by four means of “designating the end point including the intermediate point”. A construction cost accumulation flow according to the present invention will be described with reference to FIG.
First, the user selects one means from the four construction cost accumulating means described above (STEP 31). When “1. Location / section designation” is selected, the corresponding control diagram is output on the screen. If you click on the location and section for which construction costs are to be accumulated (STEP 32a), the selected part will be displayed. Is colored (STEP33a).
When “2. Start / Direction” is selected, the corresponding control chart is output on the screen, so when the user inputs the start point, direction and target construction cost for which construction costs are to be accumulated (STEP32b) The locations and sections are colored until the target construction cost is reached (STEP 33b).
When "3. Start / end specification" is selected, the corresponding control chart is output on the screen. When the user inputs the start and end points for construction cost accumulation (STEP 32c), the start point to the end point The locations and sections up to are colored (STEP33c).
When “4. Specify start point including intermediate point / Specify end point including intermediate point” is selected, the corresponding control diagram is output on the screen, so the user is the target of construction cost accumulation. When a start point specification including a point and an end point are input (STEP 32d), the location / section from the start point including the intermediate point to the end point including the intermediate point is colored (STEP 33d).
When all the selections are completed and the calculation of the cumulative project amount and construction cost is executed (STEP 34), the calculated cumulative project amount and construction cost are displayed (STEP 35). Calculation of the cumulative amount of work and the construction cost is performed as shown in FIG. If additional designation by another method is required, the process returns to STEP 31 and is repeated (STEP 36).

  When the above work is completed, the business amount and the construction cost are calculated for each work type, and the total of each work type is displayed as an output result. The user determines whether or not the target construction cost has been reached, and if it is necessary to accumulate again, the process returns to STEP 31 and repeats the work (STEP 37). When the target construction cost is obtained, it is possible to output a construction description, a quantity calculation sheet, and various drawings with colored integration points (STEP 38).

The integration process when STEP32b is selected in the sewer business will be specifically described with reference to FIG.
First, starting point information is set in the system (STEP 41), and when the figure type at the starting point is arc (pipe work) (STEP 43a), "arc" is input to the variable FIG $ (STEP 44a). Information on the manhole 1 and manhole 2 is acquired from the arc DB by the internal number assigned to the designated figure, and a value is substituted for each variable (STEP 45a). The figure linked by the internal number from the arc DB is colored (STEP 46a), and the project amount and the construction cost are calculated by the variables NAME1 $ and NAME2 $ (STEP 47a). In the calculation of the project amount and the construction cost, based on the acquired variables, “quantity of work type, part / section / part name x unit price = construction cost”, and the total of each construction cost as “cumulative project cost”.

When the figure type at the starting point is a point (manhole work) (STEP 43b), “point” is input to the variable FIG $ (STEP 44b). Manhole information is acquired from the point DB by the internal number assigned to the specified figure, and a value is substituted for each variable (STEP 45b). The figure linked by the internal number is colored from the point DB (STEP 46b), and the project amount and the construction cost are calculated by the variable NAME $ (STEP 47b).
If neither the arc (pipe work) nor the point (manhole work) is found, the integration is terminated (STEP 43c).

Next, it is determined whether or not the target amount exceeds the cumulative project cost (STEP 48). If the target amount has already been reached, the business amount excluding the excess amount is calculated. In other words, when the variable NAME $ is arc, the extension of the pipework that satisfies the target amount is calculated from the project cost and LINE by the load average or proportional calculation (STEP 59), and the figure is colored within that range. (STEP60). If the variable NAME $ is not an arc, the cumulative result is the result of subtracting the last designated manhole construction cost (STEP 61).
If the target amount does not exceed the cumulative project cost, the integration process is continued. If the variable FIG $ is an arc and the variable NAME1 $ matches the manhole 1 from the attachment pipe DB (STEP 62), the attachment pipe number is substituted into the variable NAME3 $ from the attachment pipe DB (STEP 63). In the mounting pipe DB, the figure linked by the internal number is colored (STEP 64), and the project amount and the construction cost are calculated by the variable NAME3 $ (STEP 65).
Again, it is determined whether the target amount exceeds the cumulative project cost (STEP 66) .If the target amount is not exceeded, the process returns to STEP 62. The result of subtracting is used as the integration result (STEP 61).
If the variable FIG $ is an arc and the variable NAME1 $ and manhole 1 do not match from the mounting pipe DB, the manhole of the internal number that matches NAME2 $ is acquired from the point DB, and a value is substituted for each variable ( STEP56). In the connection DB, if the variable NAME $ matches the starting point manhole, and if the variable ROS $ matches the route (−1 record), the process proceeds to STEP55; otherwise, the process proceeds to STEP46b.

If the variable FIG $ is not an arc, it is confirmed in the connection DB whether the variable NAME $ matches the starting point manhole and the variable ROS $ matches the route (STEP 50). If the conditions of STEP50 are not satisfied, go to STEP55. When the condition of STEP50 is satisfied, a matching line number is acquired from the connection DB and substituted into the variable NO2 (STEP51). The value of the variable NO2 is incremented by 1 (STEP 52), the starting point manhole of the NO2 line is acquired from the connection DB, and the value is substituted into the variable NAME $ (STEP 53). A manhole with an internal number matching NAME $ is acquired from the point DB, a value is assigned to each variable, and the process returns to STEP 46b (STEP 54).
If the condition of STEP50 is not satisfied, the manhole of the internal number that matches the variable NAME $ is acquired from the arc DB, the value is assigned to each variable, and the process returns to STEP46a (STEP55).

An example of internal data in the public sewer business used in the integration process is shown in FIG.
In the construction cost accumulation process, five data of an arc DB, a point DB, a polygon DB, a connection DB, and a mounting pipe DB are used.
The arc DB manages data in pipework, the route (route number) stores the number to be hit at each merge, the extension stores the pipe length between manholes, and the manholes 1 and 2 store the manhole numbers at both ends of the pipework. . The point DB manages the correspondence between routes and manhole numbers required for manhole work. The polygon DB manages the correspondence between line numbers and control panels (structures not related to the center). The connection DB manages route connection data using route numbers and start / end manholes. The mounting pipe DB manages the data of the mounting pipe public fence, and manages the starting point manhole name and the starting point manhole name in order.
While assigned to these DBs, internal numbers, internal numbers, and line numbers are uniquely managed on the GIS.

  Moreover, in this invention, as shown in FIG. 14, the drawing of a structure, a construction cost, and a control diagram can also be displayed simultaneously. In other words, there are various types of control diagrams displayed on the main panel, but when a construction location is designated there, the drawing / form corresponding to the designated position information display panel, execution materials and construction costs are displayed. .

(Reuse of blueprints)
As described above, in the present invention, by repeatedly using the drawing created in the previous work, the workload associated with drawing creation is greatly reduced. FIG. 15 shows the relationship between the design document and output based on each work.
In rough design, (A) approved design drawing created at the time of approved design is used in each budget request and grant application work, (D) implementation design drawing in detailed design and contract design, and ( G) Reuse construction control charts and (H) Volume control charts for maintenance.

(Data relationship diagram)
FIG. 16 shows a data relation diagram of the system according to the present invention. In the present invention, data relating to the authorized design or the implementation design is held in association with the geographical information. As a result, the construction cost can be accumulated using the control diagram displayed on the screen.
In the example of FIG. 16, the control diagram is displayed in the window on the right side of the GIS screen, and the cumulative project amount and the construction cost are displayed on the designated position information display panel in the lower left of the screen.

  Hereinafter, details of the present invention will be described by way of examples. The present invention is not limited in any way by these examples.

  Example 1 has shown the system processing procedure at the time of performing construction cost accumulation | storage in a buried pipe construction. As shown in FIGS. 17a to 17c, in this embodiment, the repair member quantity data is input to the quantity data DB, and the house data is input to the attribute data, thereby performing embedded pipe management and repair cost accumulation in the buried pipe work. Making it possible.

A method for registering a volume management model according to the present invention will be described in an embodiment of road construction.
The lower part of FIG. 18 is a plan view in road construction, and is a view of the road as viewed from above. The code | symbol used in a top view is a structure as described in description of a code | symbol.
In the case of road construction, piles are made at regular intervals in the longitudinal direction of the normal road, and the center line is drawn. A section between the piles on the center line is called a center line section, for example, a section between station numbers No. 0 and No. 1 and a section between No. 1 and No. 2 corresponds to it. The upper part of FIG. 18 is a standard cross-sectional view (a typical structure is shown) in a cross-sectional direction on a line perpendicular to the center line. In FIG. 19, the structure 32 apart from the center line is a retaining wall 41 on the right side, a left side groove 40 and a water collecting basin 44 in the traveling direction with a large number, and an earthwork 46 and a pavement 45 as the center structure. As symbols shown in the control diagram, the retaining wall 41 and the side groove 40 are represented by lines, and the water collecting basin 44 is represented by a white square. Moreover, the earthwork 46 and the pavement 45 are represented by lines on both sides of the center line.

FIG. 19 shows the detailed information of the road control diagram according to the present embodiment, and all information input on the system is expressed for convenience of explanation.
14a to 14g, which are straight lines perpendicular to the center line on the plan view, are transverse lines, and the section between the transverse line and the transverse line is a center line section. In the road construction in the present embodiment, by providing centerline section information to all structures, it is possible to perform integration management of all structures existing in the centerline section by designating the centerline. The structures separated by the transverse lines are given the younger alphabet of the corresponding transverse lines. For example, the structures marked “33, 40a” are between the center lines 14a and 14b. It means a side groove that is a centerline section shared structure.

  FIG. 20 is a control diagram displayed on the system according to the present embodiment, and a control diagram describing only a part of the information in FIG. 19 is displayed on the actual system. When the symbol of the structure is designated on the control diagram, the symbol of the designated structure is colored and displayed in bold and it can be confirmed that the structure is designated. In FIG. 20, symbols for all structures are designated for convenience of explanation.

  FIG. 21 is a setting table of a volume management model according to the present embodiment, which is a quantity database in which the quantity calculation sheet of the implementation design is divided into quantities between each measurement point, and the volume management model code is entered in the name.

  FIG. 22 is a comparison table between the conventional example in the approved design of the road engineer and the present Example 2, and FIG.

24a and 24b show the output results of the intermediate processing of the quantity integration style of the construction type, section / location member name according to the present embodiment.
The upper description of FIG. 24a (structure classification and quantity calculation form) relates to a conventionally defined form.

(Section structure)
The section structure has a cross-sectional area and a length that change every measurement point, and the average cross-section method (A style) is used for a structure in which the structure is parallel to the center line.
For structures where the cross-sectional area and method length vary from station to station and the structure is not parallel to the center line, use the cross-section average method (B1 style) using the distance measured separately from the center distance. . In addition, there is a development view method (B2 style) for calculating the quantity by formulating for each material name, but in this embodiment, the B1 style is represented as the B style.
A model record method is used as a form when the structure type is constant. There are C1 styles that divide the extension for each station section and C2 styles that represent the entire extension that indicates the name of the structure and the start and end points. In this embodiment, the C1 style is represented as the C style. .

(Position structure)
The position structure uses a structure single unit method (D style) for calculating the quantity by formulating each material name.
The lower internal operation specification shows the internal calculation mode of the present invention.
Items common to each form are as follows.
That is,
1. Divide the quantity between stations.
2. Link the control diagram with the volume management model.
3. Link the unit price and volume management model for each name.
4). Internally calculate name quantity x unit price = amount of money for each section.
5). The section specified in the control chart and the volume management model are totaled in the horizontal direction of the section, and the amount is calculated.
6). Calculate the total processing cost by verticalizing the construction cost.

  FIG. 24b is an internal calculation image diagram. The left side shows the design style in the overall design, the central GIS shows the relationship with the displayed control chart, and the right year / section design shows the target construction cost and outputs it by specifying the control chart It is a thing. The output is in a conventionally defined format, and the drawings are colored and output.

Hereinafter, the construction cost calculation procedure when the starting point / direction specifying means is selected in the retaining wall work of the road work in FIG. 19 will be specifically described.
First, specify NO.0 as the starting point, NO.n as the direction, and enter the target construction cost of 3,000,000 yen. Then, as shown in the rightmost column of FIG. 15, the cumulative processing cost when the end point is set to each No is calculated. If the progressive machining costs are calculated sequentially, the cumulative machining costs at the No. 3 point will be 3,371,486 yen, exceeding the target construction cost of 3,000,000 yen. Therefore, apportionment calculation is performed in the section of NO.2 and NO.3 to calculate the point that satisfies the target construction cost.
For example, the cross section in the third row from the left at a point 7.5 m from NO.2 is {(NO.3 cross section-NO.2 cross section) / section distance} * adjustment section distance + NO.2 cross section = NO.2 + 7.5 {(3.245-2.465) /10.0} * 7.50 + 2.465 = 3.050 is calculated, and the average cross section in the fourth column from the left is (NO.2 cross section + NO.2 + 7.5 cross section) /2=NO.2+7.5 (2.465 + 3.050) /2=2.76 is calculated, and the product in the fifth column from the left is (NO.2 + 7.5 average cross section * adjustment section distance) = NO.2 + 7.5 to (2.76 * 7.5) = 20.68 Calculated.
From the above result, as shown in the rightmost column in the second row from the bottom, the construction cost at the point of 7.5m from NO.2 will be 3,000,418 yen, so the cumulative project cost of retaining wall will be extended 27.5m . On the screen, the cumulative project amount = 27.5 m and the construction cost = 3,000,418 yen are displayed, and the adjustment section is displayed in color as shown in FIG.

  FIG. 27 shows a system processing procedure according to the present embodiment.

It is a general | schematic flowchart of the design and management work of a buried pipe construction and civil engineering work. It is a flowchart of the conventional construction cost estimation business. It is a system configuration diagram of the present invention. It is an example of the design specification data handled by this invention. It is an example of the top view (control figure) with a design specification concerning this invention. It is explanatory drawing of the volume management model which concerns on this invention. It is a flowchart of the edit operation | work of the volume management model which has a centerline. It is explanatory drawing of the design work using a volume management model. It is explanatory drawing of the volume management model which attached | subjected the structure management code. It is a general | schematic flowchart of the business cost and construction cost integration | accumulation procedure which concern on this invention. It is explanatory drawing of the business amount and construction cost integration which concern on this invention. It is a detailed flowchart of the project cost and construction cost accumulation in a public sewer business. It is an example of the system internal data in a public sewer business. It is an example of the maintenance management, repair figure, business amount, and construction cost concerning this invention. It is explanatory drawing of drawing reuse in a public sewer business. It is a data related figure of the system which concerns on this invention. 3 is a flowchart (1/3) of a processing procedure of the system according to the first embodiment. 3 is a flowchart (2/3) of a processing procedure of the system according to the first embodiment. 3 is a flowchart (3/3) of a processing procedure of the system according to the first embodiment. It is a plan top view (control figure) and a cross section concerning Example 2. It is the detailed information of the control diagram of the road which concerns on Example 2. FIG. FIG. 10 is a control diagram displayed on the system according to the second embodiment. It is quantity data of a volume management model according to the second embodiment. It is a comparison table of the conventional example and Example 2 in the civil engineering approval design. It is a comparison table of the conventional example and Example 2 in the implementation design of civil engineering work. It is an output example (1/2) of the intermediate process of structure classification and quantity integration style. It is an output example (2/2) of the intermediate | middle process of the classification | category of a structure, and a quantity integration style. 10 is a specific example explanatory diagram of a construction cost accumulation procedure according to Embodiment 2. FIG. It is a specific example of target construction amount coloring which concerns on Example 2. FIG. 10 is a flowchart of a processing procedure of the system according to the second embodiment.

Explanation of symbols

2 Personal computer 10 Center line 11 Station number 12 Center line section 13 Center line position 22 Center structure 23 Center section structure 24 Center position structure 25 Center branch structure 32 Structure away from center line 33 Sharing center line section Structure 34 Centerline shared structure 40 Side groove 41 Retaining wall 42 Guard rail 43 Block 44 44 Drainage tank 45 Pavement 46 Earthwork 47 L-shaped waterway 48 Sewer pipe 49 Sewer pipe earthwork 50 Sewer pipe pavement 51 Manhole 52 Mounting pipe 53 Public桝 54 Manhole pump 60 Structure coloring symbol

Claims (2)

Input means, display means and on volume management model data including drawing data, volume management model classified into several models for each process the volume of construction is possible structures across year including the plan view, the tube type GIS comprising storage means for registering design specification data including pipe diameter, earthwork type and earth retaining type, quantity data including work type and member name, and accumulated data including amount per unit quantity of member name A design and management support system for buried pipe work and civil engineering work using
Drawing data, volume management model data, design specification data, and quantity data are read from the storage means, and the control diagram, which is a plan view with design specification data in which the structure is shown by the volume management model, is related to GIS. Means created using the function and storing the created control diagram data in the storage means;
Means for reading out the control diagram data from the storage means and displaying the control diagram on the display means;
A selection means for enabling selection of an arbitrary section / location and a volume management model by an input means in the control diagram displayed by the display means;
Means for coloring and displaying the section / location and the volume management model selected in the control diagram displayed by the display means;
Based on the selected section / location and the volume management model , the volume management model data, the design specification data, the quantity data, and the accumulation data are read from the storage means, and the accumulation means for automatically accumulating the accumulated project amount and the accumulated project cost,
Means for displaying on the display means the automatically accumulated cumulative business volume and cumulative processing costs;
A design / management support system having means for displaying a form including a budget request, subsidy grant application, consignment design, contract design, change design, and volume design on a display . The selection means includes
(A) By automatically entering the starting point, direction, and target construction cost using the input means, the means to automatically specify the location / section until the target construction cost is reached based on the load average of the section and location or apportionment calculation ,
(B) means for automatically specifying from the start point to the end point by inputting the start point and end point by the input means;
(C) means for automatically designating from the start point including the intermediate point to the end point including the intermediate point by inputting the start point including the intermediate point and the end point including the intermediate point by the input means;
The design / management support system according to claim 1, comprising: