JP2014026394A - Integration system and program - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an integration system and program capable of reducing an operator's determination during integration and performing more efficient integration.SOLUTION: An integration system 1 for performing integration of target construction work, includes storage means 3 for storing a percentage database 8, calculation means 2 for performing integration by calculating an amount of work making up the target construction work, and output means 6. The calculation means 2 creates construction work data from design data on the target construction work, and acquires from the construction work data work corresponding to the percentage specified in the percentage database 8 as a single work type which is acquired at least according to a relation between a work unit included in the construction work data and a lower-level work unit of the work unit. The output means 6 displays the acquired single work type.

Description

  The present invention relates to an integration system and an integration program for performing integration based on a design document for a target construction.

  In civil engineering work, a wide variety of objects are constructed in a variety of environments, so the price is not fixed uniformly. Therefore, for each construction, the orderer calculates the price himself, or the construction contractor requested by the orderer estimates and the construction price is calculated. In other words, it is necessary to calculate the price for each construction.

  The calculation standard of the construction system and the unit price of the components of the construction is standardized, and an integration system using a computer is used for the integration (for example, Patent Document 1 below). More specifically, the construction can be regarded as an aggregate of units called “walking”. For one step, the quantity of components and the method for calculating the quantity are standardized. For this reason, integration can be performed by obtaining the unit price of each step and accumulating it.

JP 2008-299541 A

  However, it is not possible to directly determine which portion of the construction of the target construction corresponds to the step, and it is necessary to make a selection based on the judgment of the operator. On the other hand, in the integrated document creation apparatus of Patent Document 1, the type of text data of the imported construction data is determined from the data position, and whether the target data is an estimated item (corresponding to a step) is determined from the data position. (Paragraph [0049]). In this method, the estimated item can be mechanically acquired. However, in some cases, the acquired estimated item may not correspond to the yield based on the determination of only the data position. In this case, it is necessary to select a step again based on the judgment of the operator.

  The present invention solves the above-described conventional problems, and an object of the present invention is to provide an integration system and an integration program that can reduce the operator's judgment during integration and perform more efficient integration. And

  In order to achieve the above object, an accumulation system according to the present invention is an accumulation system that performs accumulation of target construction, and calculates a storage means that stores a step database and an amount of work constituting the construction. Computation means for performing integration and output means are provided. The computation means creates construction data from the design document data of the target construction, and responds to the yield specified in the walking database from the construction data. The single work type is acquired based on at least the relationship between the work unit included in the construction data and the lower work unit of the work, and the output means The acquired single work type is displayed.

  An accumulation program according to the present invention is an accumulation program for causing a computer to perform accumulation of target construction, the step of storing a step database in storage means, and the step of creating construction data from design document data of the target construction And, from the construction data of the target construction, a work corresponding to a work defined as a step in the walking database, at least a work unit included in the construction data, and a work unit subordinate to the work Based on the above relationship, the computer is caused to execute a single-work-type obtaining step for obtaining a single-work-type and a single-work-type display step for causing the output means to display the obtained single-work type.

  According to the integration system and the integration program of the present invention, the work corresponding to the yield is acquired as a single type of work from the relationship between the unit of work and the unit of work under the work. Since the unit of work can be discriminated by the arithmetic means provided in the computer, the single work type can be acquired by the arithmetic means without the operator's judgment. That is, the operator can save time and effort for searching for work corresponding to the step from the design document data, and can improve the efficiency of integration.

  In the integration system of the present invention, a unit price database is further stored in the storage means, the operator selects a single work type for calculating the amount of money from the displayed single work type, and the calculation means includes the The output means displays a step selection screen, the operator selects a step corresponding to the selected single type of work from the step selection screen, and the calculation means is input from the step database and the operator. Based on the conditions and the unit price database, the amount of the single work type corresponding to the selected yield is calculated, and the operator newly calculates the amount of the selected single work type from the list of single work types. It is preferable to select a work type, and the calculation means calculates the amount of the target work by adding up the calculated amounts of the single work type.

  In the integration program of the present invention, the step of storing a unit price database in the storage means, and when the operator selects a single work type for calculating the amount of money from the displayed single work type, A step of displaying a selection screen; and when the operator selects a step corresponding to the selected single type of work from the step selection screen, the step database, a condition input by the operator, and the unit price database Preferably, the computer further executes the step of calculating the amount of the single type of work corresponding to the selected yield.

  According to the preferable configuration, the operator selects one single work type from the acquired single work type, and the amount of the selected single work type is calculated by the calculation means. By repeating this, the target construction can be accumulated. The single type of work is acquired in advance by the calculation means. Furthermore, since the single work type corresponds to the step and the calculation method of the amount is standardized, the amount of the single work type is calculated by the calculation means. Therefore, according to the preferable configuration, a special determination work by the operator is unnecessary, and the efficiency of integration can be improved.

  In the integrating system of the present invention, when an arbitrary work in the construction data is a high-order work and a low-order work is a low-order work, the high-order work unit is a unit of quantity, and the low-order work When the unit of time is a unit of time, the calculation means obtains the upper work as a single work type, the upper work unit is an expression, and when the lower work unit is a time unit, The calculation means may acquire the subordinate work as a single work type. According to this configuration, the lower level work corresponding to the higher level work can be searched by the calculation means, and the unit of the work can be determined by the calculation means. Therefore, the single work type can be selected by the calculation means without the operator's judgment. You can get it.

  In the accumulating program of the present invention, when an arbitrary work in the construction data is a high-order work and a low-order work is a low-order work, the high-order work unit is a unit of quantity, and the low-order work When the unit of time is a unit of time, in the single work type acquisition step, the computer is caused to acquire the upper work as a single work type, the upper work unit is an expression, and the lower work unit is a time. When the unit is a unit, the computer may acquire the subordinate work as a single work type in the single work type acquisition step.

  According to the method for acquiring a single type of work based on the units of the upper work and the lower work as described above, the lower work corresponding to the upper work can be searched by the computing means, and the unit of work can be determined by the computing means. The single work type can be acquired by the calculation means without the operator's judgment.

  Further, in the integration system of the present invention, if any work in the construction data is a high-order work, and the unit of the minimum unit is a unit price, when the unit price is below the high-order work, the calculation means, The upper work may be acquired as a single type of work. In the accumulation program of the present invention, if any work in the construction data is a higher work, and the minimum unit element is a unit price, When there is a unit price at the lower level, the computer may acquire the higher level work as the single work type in the single work type acquisition step.

  According to the method of obtaining a single type of work based on the presence or absence of the unit price of the lower level work as described above, the lower level work corresponding to the higher level work can be searched by the calculation means, and can be determined by the calculation means of the presence or absence of the unit price. A single work type can be acquired by the calculation means without the operator's judgment.

  According to the present invention, the operation corresponding to the step can be acquired as a single type of work by the calculation means without the operator's judgment, and the operator is saved the trouble of searching for the operation corresponding to the step from the design document data. Thus, the efficiency of integration can be improved.

The block diagram of the integrating | accumulating system which concerns on one Embodiment of this invention. The flowchart of the integrating | accumulating system which concerns on one Embodiment of this invention. The figure which showed an example of the design breakdown document contained in a design document. The figure which rewritten the construction content of the design breakdown of FIG. 3 in the tree form. The figure which showed the primary unit price table corresponding to the single No. 1 described in the summary column of FIG. The figure which showed the secondary unit price table corresponding to No. 6 described in the summary column of FIG. The figure which showed the tertiary unit price table corresponding to the single 16 described in the summary column of FIG. FIG. 4 is a diagram showing the correspondence between residual soil processing and primary unit price list to tertiary unit price table in the design document of FIG. 3. The figure which showed the acquisition pattern of the single construction type which concerns on one Embodiment of this invention. The figure which showed the principal part of the display screen of the work breakdown concerning one Embodiment of this invention. The figure which showed the principal part of the "import data list input" screen which concerns on one Embodiment of this invention. The figure which showed the principal part of the step selection screen which concerns on one Embodiment of this invention. The figure which showed the principal part of the input screen of the calculation conditions which concerns on one Embodiment of this invention. The figure which showed the 3rd price list based on one Embodiment of this invention. The figure which showed the 2nd price list concerning one Embodiment of this invention. The figure which showed the primary price list which concerns on one Embodiment of this invention. FIG. 12 is a diagram showing a state in which the amount of data for one line is confirmed on the “taken data list input” screen of FIG. 11. The figure which showed the state in which the amount of remaining soil processing was reflected in the display screen of the construction breakdown of FIG.

  Hereinafter, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a configuration diagram of an integrating system 1 according to an embodiment of the present invention. The integration system 1 is a system that performs integration based on the design document of the target construction. Various calculation processes are performed by the calculation means 2 (CPU: central processing unit). Various data are input and set by the input means 5 such as a keyboard. An output result is output by output means 6 such as a display or a printer.

  The storage means 3 stores an integration program 7 for causing a computer to execute integration. Further, the storage means 3 receives design document data in PDF (Portable Document File) format or Excel (registered trademark) format. The design document data may be taken directly into the storage unit 3 or may be taken in via the receiving unit 4 from the Internet or an external system. As will be described in detail later, construction data is created from the design document data by executing the integration program 7, and the construction data and the data in the step DB 8, the loss DB 9, the unit price DB 10, and the construction DB 11 stored in the storage unit 3. Integration is performed while associating. “DB” is an abbreviation for database.

  FIG. 2 shows a flowchart of the integrating system 1 according to an embodiment of the present invention. The integration system 1 is used by causing a computer to execute an integration program 7. In the present embodiment, the present invention will be described as the integration system 1, but the information processing flow of the flowchart of the integration system 1 shown in FIG. 2 also shows the steps that the integration program 7 causes the computer to execute.

  Therefore, the content of the information processing by the integration system 1 described in the present embodiment is also the content that the integration program 7 causes the computer to execute. In addition, as shown in FIG. 1, in the integrating system 1, the storage unit 3 stores a step DB 8, a loss DB 9, a unit price DB 10, and a construction DB 11. These are stored in the storage means 3 by causing the computer to execute the storing step of the integration program 7.

  In FIG. 2, the integrating system 1 first creates construction data (step 100). As described above, design document data for construction data creation is stored in the storage unit 3 directly or via the receiving unit 4. In the present embodiment, the design document data is described as an example of the PDF format. However, the design document data may be a file format that can recognize the position information of the text data, and may be another file format such as an Excel format. The design document data is associated with the construction table of the construction DB 11, recreated into construction data on the integrating system 1, and is taken into the storage means 3 (step 101). The calculation means 2 acquires a single type of work described later from this construction data (step 102).

  Subsequently, the operator inputs basic information and detailed information of the design document such as construction name, orderer, and bid date (step 103). Some of these pieces of information may be automatically input based on design document data. In step 100, the contents of the design document are replaced with the construction data on the integrating system 1. As will be described later, the construction data can be displayed as a construction breakdown table or a construction breakdown tree.

  Hereinafter, before describing the features of the present embodiment, an outline of integration using a design document will be described, and fetching of design document data in PDF format will also be described. FIG. 3 shows an example of a design breakdown document included in the design document. The breakdown of the construction contents is shown in the design breakdown, and the construction cost (symbol 18) is directly calculated by calculating and summing the amounts of these breakdowns.

  In the design breakdown, the contents of the work are listed in a hierarchy. The top of the hierarchy is the construction category, and the hierarchy descends in the order of work type, type, and subdivision. The embankment and revetment (symbol 13) described in the first line is the construction category. The work types, types, and subdivisions at the lower level of the construction division are described with their positions shifted in the column direction (right direction) in this order. For example, river earthwork (symbol 14) is a type of work, remaining soil processing work (symbol 15) is a type, and residual soil processing (symbol 16) is subdivided. For this reason, when reading the design document data in PDF format, it is possible to determine whether the read construction content is the type of work, type, or subdivision based on the position information of the description data in each row. Therefore, if the design document data is taken in, it is possible to create a tree in which the construction content is displayed according to the work type, type, and subdivision level.

  FIG. 4 shows the work contents of the design breakdown in FIG. 3 rewritten in a tree format. It can be seen that the type of work is composed of types, and the types are composed of subdivisions. In FIG. 4, the amount of embankment / revetment (symbol 13), which is a construction category, can be obtained by summing up the amounts of river earthwork (symbol 14) and sheet pile revetment (symbol 17), which are construction types. In order to determine the amount of each of these types of work, a subordinate “type” amount is required, and in order to obtain the “type” amount, a subordinate “subdivision” cost is required. The single type of work (reference numeral 19) shown in FIG. 4 will be described later.

  Hereinafter, an example of calculating the amount of river earthwork, which is a work type, will be described. 3 and 4, there is a residual soil processing work (symbol 15) which is a type below the river earthwork (symbol 14). The subdivision below the remaining soil processing work is only the remaining soil processing (reference numeral 16). Therefore, if the amount of the remaining soil processing is calculated, it becomes the amount of the remaining soil processing work that is the type, and at the same time, the amount of the river earthwork that is the work type.

  In FIG. 3, “No. 1” is described in the description line (reference numeral 21) of the remaining soil processing in the summary column (reference numeral 20). FIG. 5 shows a primary unit price table corresponding to Unit 1. In the primary unit price table, “Dump truck transportation (10t product)” is described as “name / standard”. In the summary column (reference numeral 22) of this description line, “No. 6” is described.

  FIG. 6 shows a secondary unit price table corresponding to AA-6. In the secondary unit price table, “Dump truck 10t operation” is described as “name / standard”. In the summary column (reference numeral 23) of this description line, No. 16 is described. FIG. 7 shows a tertiary unit price table corresponding to the single No. 16. There is no description in the summary column (reference numeral 23) of the tertiary unit price table, and it can be seen that there is no unit price table of the fourth or higher order.

FIG. 8 shows the correspondence between the residual soil processing (reference numeral 16), which is subdivided, and the primary unit price table to the tertiary unit price table. The tertiary unit price list is composed of a plurality of elements such as “driver (general)” and “light oil”. If the amount of each element is obtained and summed, the unit price per day of “dump truck 10t operation” (reference numeral 26) can be obtained. By multiplying this by the required number of days and adding miscellaneous expenses for rounding processing, the unit price per 100 m ³ of “Dump truck transportation (10t product)” (reference numeral 25) in the secondary unit price table is obtained. If this is obtained, the unit price per m ³ of “remaining soil processing” (reference numeral 16) in the primary unit price table is obtained, and the unit price of “remaining soil processing” which is subdivided is obtained. That is, when the unit price of the lowest work is obtained, the unit price of the higher order work is obtained, and further, the unit price of the higher order work is obtained.

  Hereinafter, the calculation procedure of the unit price and the amount will be described more specifically. The amount of each element in the tertiary unit price table is obtained by multiplying the quantity of each element by the unit price of each element. The quantity of each element is standardized and is obtained from the step DB 8 shown in FIG. The contents of the accumulation standard such as “Ministry of Land, Infrastructure, Transport and Tourism civil engineering standard standard for standardization” is defined in the step DB 8. The unit price of each element is defined in the unit price DB 10 and the loss fee DB 9 shown in FIG. Therefore, the amount of each element of the tertiary unit price list is obtained from the quantity specified in the step DB 8 and the unit price specified in the unit price DB 10 or the loss DB 9. For example, the number of drivers (general) is defined as one person in the step DB 8, and the unit price is defined as 12600 yen in the unit price DB 10. Therefore, the amount of money for the driver (general) is 12600 yen.

Next, in FIG. 6, the unit of “dump truck transportation (10t product)” in the secondary unit price table is m ³ and the unit quantity is 100. In order to obtain the amount per 100 m ^{3 of} “dump truck transportation (10 t product)”, the number of days of “dump truck 10 t operation” required for “dump truck transportation (10 t product)” 100 m ³ is obtained. The number of days of “dump truck 10 t operation” per 100 m ³ of “dump truck transportation (10 t product)” is standardized so as to be obtained by setting calculation conditions. This standardized calculation method is defined in the step DB 8. The input information of the calculation conditions is given in advance together with the design document. Therefore, if the calculation conditions are input, for example, 3.8 days can be obtained as the number of days of “dump truck 10 t operation” per 100 m ³ of “dump truck transport (10 t product)”. If the unit price per day of “dump truck 10t operation” is multiplied on this 3.8 day, the amount per 100 m ^{3 of} “dump truck transportation (10t product)” can be obtained. If miscellaneous expenses for rounding processing are added to this amount, the unit price per 100 m ³ of “dump truck transportation (10 t product)” in the secondary unit price table can be obtained.

That is, the amount of money per 100 m ³ of “dump truck transportation (10 t product)” in the secondary unit price table is standardized by a calculation method, and can be obtained by inputting calculation conditions. In this example, “dump truck transportation (10 t product)” corresponds to the step. A walk-in is a collection of labor occupations and quantities necessary for a certain work, types and quantities of materials, machine types and standards, operating hours (days, hours), and the like. The step is defined in the step DB 8. Each quantity of yield may be fixed or may vary depending on calculation conditions. As described above, this calculation method is standardized even in the case where it fluctuates according to the calculation conditions, and is defined in the step DB 8. Therefore, for the work corresponding to the yield, the amount per unit such as m ² and m ³ can be calculated using standardized numerical values and methods defined in the yield DB 8, that is, the yield.

  On the other hand, from the breakdown of the construction contents of the design document, it cannot be directly determined which work corresponds to the step. The operator determines which work corresponds to the walking while looking at the contents of the lower unit price list. After determining that a certain work is a work corresponding to a yield, the amount of this work can be calculated using the yield as described above.

  The inventor of the present application has found a yield acquisition pattern for determining a work corresponding to a yield from a relationship between a unit of work and a unit of work lower than the work. Since the unit of work can be determined by the calculation means 2, the calculation means 2 can determine whether or not it corresponds to the acquisition pattern, and the operator's determination is unnecessary. In other words, when the design document data is taken into the integrating system 1, the work corresponding to the step is automatically determined from the work included in the design document data. Thereafter, it is only necessary to calculate the amount of each work using the yield specified in the yield DB 8. In this case, the operator is saved the trouble of searching for work corresponding to the step from the design document data, and the efficiency of integration can be improved.

In this embodiment, the work corresponding to the step is acquired as a single type of work. Hereinafter, acquisition of a single type of work will be described. FIG. 9 shows an acquisition pattern of a single type of work. FIG. 9A illustrates that the work B is included in the lower level of the work A. The unit of the work A is (m ² ). The unit of work B is (day) or (h), and both are units of time. In the case of this relationship, the calculation unit 2 determines that the work A is a work corresponding to the walking, and acquires the work A as a single work type.

When the unit is a unit of time of (day) or (h), machine work is included. For the walking, the machine work type and standard and the operation time (day, time) are standardized. In addition, labor and materials accompany machine work. Labor job types and quantities, and material types and quantities are also standardized. On the other hand, the unit of the work B is a unit of time, but the unit of the upper work A is the unit of physical quantity (m ² ). In this case, in order to obtain the amount of work A, it is necessary to obtain the amount of work B per hour and then convert it to an amount of 1 m ² . Such a conversion method is also standardized on a step.

For this reason, in the case of the relationship shown in FIG. 9A, the method for calculating the amount of work A is standardized in yield, and it can be determined that work A is work corresponding to the yield. Although the unit of the work A has been described as an example of (m ² ), it may be a unit of physical quantity, and may be a unit such as (m), (m ³ ), (sheet), or the like. The same applies to FIGS. 9C and 9E described below.

  FIG. 9B also shows that work B is included below work A. The unit of work A is (formula), and the unit of work B is (day) or (h), both of which are time units. In the case of this relationship, the calculation means 2 determines that the work B is a work corresponding to the walking, and acquires the work B as a single work type.

  As described above, work in which the unit is time includes mechanical work, and the mechanical work is standardized in terms of the number of components and time. On the other hand, the unit of the upper work A is (formula), and it is not necessary to convert the unit when calculating the amount of the work A, and the amount of the work B can be used for the calculation of the amount of the work A as it is. Therefore, in FIG. 9B, it can be determined that the work B is a work corresponding to the walking.

According to the single-work type acquisition method as described above, the calculation means 2 can acquire a single-work type using the upper and lower work units as indices. In the example of FIG. 8, in the secondary unit price table, the unit of “dump truck transport (10 t product)” of reference numeral 25 is (m ³ ), and the unit of “dump truck 10 t operation” of reference numeral 26 below is ( Day). This relationship corresponds to the acquisition pattern of FIG. 9A, and the integrating system 1 acquires “dump truck transportation (10t product)” as a single type of work.

  The inventor of the present application has further found the acquisition pattern of the single type of work shown in FIGS. FIG. 9C and FIG. 9D show that at least one unit price is included in the lower part of the work A. The unit price here is an element of the smallest unit, and there is no element below. Since the yield includes the unit price, the work with the higher unit price can be considered as the work corresponding to the yield. Therefore, in the case of the relationship of FIG. 9C and FIG. 9D, the calculation means 2 determines that the work A is a work corresponding to the step, and acquires the work A as a single work type.

  FIG. 9 (e) and FIG. 9 (f) show that no element exists under the work A. Such work A can be determined as work corresponding to walking, and work A is acquired as a single type of work.

  Although the single-work type acquisition pattern has been described above, a part of the acquisition patterns in FIGS. 9A to 9F may be used, or all acquisition patterns may be used. By using all the acquisition patterns, it becomes possible to comprehensively acquire a single type of work. In addition, when the relationship between the upper work and the lower work does not apply to the acquisition patterns shown in FIGS. 9A to 9D, the relation shown in FIGS. 9A to 9D is shown. Go down until you find an acquisition pattern. FIG. 4 shows a part of the acquired single type of work (symbol 19).

  Hereinafter, it demonstrates according to the operation procedure. In FIG. 2, after construction data creation (step 100), a breakdown of construction is displayed (step 104). FIG. 10 shows the main part of the construction breakdown display screen. The work breakdown tree is displayed on the left. This tree corresponds to the tree shown in FIG. 4 and is displayed in the type of work, type, and subdivision. On the right side, the work breakdown is displayed in tabular form. In this state, the amount has not been entered yet.

  In the display screen of FIG. 10, when “list input” (not shown) in the import tab is clicked, the “import data list input” screen is displayed and a single work type is displayed in a list (step 105 in FIG. 2). . From this state, the process proceeds to the list input step 106 in FIG. FIG. 11 shows the main part of the “input data list input” screen. FIG. 11 shows a list of single work types. These single-work types are obtained based on the single-work type acquisition pattern shown in FIG.

  11 is “Dump truck transportation (10t product)” in the secondary unit price table of FIG. Hereinafter, this example will be described. In FIG. 11, by double-clicking the line “Dump truck transportation (10t product)” of reference numeral 25, a step selection screen is displayed. FIG. 12 shows the main part of the step selection screen. The step selection screen is a screen for replacing each single type of work in FIG. 11 with the step data of the step DB 8.

  The operator selects a step corresponding to “dump truck transportation (10 t product)” from the step selection screen (step 107 in FIG. 2). In addition, a unit price corresponding to the selected yield is selected from the unit price selection screen (not shown) (step 108 in FIG. 2). In the following description, the yield and unit price will be described as an example of selection from the screen, but may be manually input (step 109 in FIG. 2).

  The operator selects a name corresponding to “dump truck transportation (10t product)” in the order of work type, type, and subdivision in the step selection screen of FIG. In FIG. 12, the operator selects “mechanical earthwork (earthwork)” (reference numeral 33) in the work type column 30, selects “dump truck transport” (reference numeral 34) in the type field 31, and sets “10t” in the subdivision field 32. "Sand (including rock mass and cobblestone)" (reference numeral 35) is selected. As a result, the “dump truck transport (product of 10 t)” (reference numeral 25) in FIG. 11 is replaced with the step selected on the step selection screen in FIG. 12, that is, step data in the step DB 8.

  The step data in the step DB 8 is based on the integration standard and is standardized. If calculation conditions and unit prices are given for one yield, the amount of yield is calculated based on a standardized calculation standard. Since necessary calculation conditions are defined in the progress data, input of calculation conditions (various numerical values, machine types, etc.) is obtained from the integration system 1 side.

  FIG. 13 shows the main part of the calculation condition input screen. On the input screen of FIG. 13, the operator inputs a transport distance, selects a loading machine, and the like. These input contents are given in advance together with the design document. On the other hand, for calculating the amount of yield, the unit price of the component of the yield is required, and these use the amounts specified in the unit price DB 10 and the loss DB 9.

  As described above, if the calculation condition and unit price are given for one yield, the amount of yield is calculated. In the present embodiment, the corresponding first to third price lists can be displayed on the primary to tertiary unit price tables shown in FIGS. FIG. 14 shows the third price list. 7 are filled in the quantity column 50, the unit price column 51, and the amount column 52 of the third price list of FIG. The numerical value in the quantity column 50 is obtained from the step DB 8, and the numerical value in the unit price column 51 is obtained from the unit price DB 10 or the loss DB 9. The numerical value in the money amount column 52 is a value obtained by multiplying the numerical value in the quantity column 50 by the numerical value in the unit price column 51. The total amount of money (reference numeral 60) in the money amount column 52 is shown in the upper right. This amount is rounded to a daily amount (reference numeral 61).

FIG. 15 shows a second price list. The blank portions of the quantity column 42, the unit price column 43, and the amount column 44 in the secondary unit price table of FIG. 6 are filled in the quantity column 53, the unit price column 54, and the amount column 55 of the second price list in FIG. Here, in the tertiary unit price table of FIG. 7, the unit of “dump truck 10t operation” is day (reference numeral 49), whereas in the secondary unit price table of FIG. 6, “dump truck transportation (10t product)”. The unit is m ³ (reference numeral 48).

For this reason, in the second price list of FIG. 15, 3.8 days are entered in the quantity column 53. 3.8 days indicates that the required number of days for “dump truck 10t operation” per 100 m ^{3 of} “dump truck transportation (10t product)” is 3.8 days. The 3.8 days are calculated based on the input data on the calculation condition input screen of FIG. Since 3.8 days were obtained, the daily amount of 42850 yen (reference numeral 61 in FIG. 14, reference numeral 62 in FIG. 15) of “dump truck 10t operation” shown in the third price list in FIG. In the second price list of FIG. 15, it is converted to an amount of 162830 yen (symbol 63) per 3.8 days, that is, 100 m ^{3 of} “dump truck transportation (10 t product)”.

By rounding off this value, an amount of 162,900 yen per 100 m ^{3 of} “dump truck transportation (10 t product)” is obtained, and if this value is gradually reduced by 100, per 1 m ^{3 of} “dump truck transportation (10 t product)” The amount of money 1629 yen (symbol 64) is obtained. In this way, the unit price (symbol 27) of “Dump truck transportation (10t product)” which is a single type of work is obtained on the “input data list input” screen of FIG. In the screen of FIG. 17, the amount is entered in the unit price column (symbol 27) and the amount column (symbol 28) of “dump truck transportation (10t product)”, and the amount of data for one line is confirmed (FIG. 2). Step 110).

FIG. 16 shows a first price list. The blank portions of the unit price column 40 and the amount column 41 of the primary unit price table of FIG. 5 are filled with numerical values in the unit price column 56 and the amount column 57 of the primary price list of FIG. 1629 yen in the unit price column 56 is the amount (symbol 64) of the second price list of FIG. The amount obtained from the first price list is the amount per m ^{3 of} “residual soil processing” (reference numeral 16 in FIG. 8).

As shown in the primary unit price table in FIG. 8, when converted per 100 m ³ the amount of "dump truck transportation (10t product)" (reference numeral 25) the amount of 1 m ^3, the amount as "surplus soil It is the amount of “processing” (reference numeral 16). Therefore, by the amount of m ³ per a single engineering species "dump truck transportation (10t product)" is established, also determined the amount of m ³ per a fine by "residual soil processing". This determined amount is reflected in the unit price and amount column of the work breakdown shown in FIG. In FIG. 18, the unit price 1629 yen (symbol 70) of “remaining soil processing” is input, and thereby the amount 24135 yen (symbol 71) of “remaining soil processing” is calculated. In addition, the amount of the upper work is also entered. As for the higher-order work, the amount is added each time a new amount for a single type of work is determined.

  Next, if there is the same data as “Dump truck transportation (10t product)” and one of the data has been changed, the same data is also changed to replace the data (step 111 in FIG. 2). . Thereafter, the same operation is repeated, and the monetary amount data is determined for all of the single types of works listed in FIG. These input data are reflected in the unit price and amount column of the work breakdown shown in FIG. 10 (step 112 in FIG. 2). As a result, when the construction breakdown screen of FIG. 10 is displayed (step 113 of FIG. 2), all the amount fields are filled, and the amount of the construction classification “embankment / revetment” is also obtained.

  As described above, according to the present invention, the single work type can be acquired from the construction data by the calculation means 2 without the operator's judgment. If the operator selects one single type of work from the acquired single type of work and replaces it with the step data in the step DB 8, the amount of the single type of work is calculated by the calculation means thereafter. By repeating this, the target construction can be accumulated. In other words, according to the present invention, the operator can save time and effort for searching for work corresponding to walking from the design document data, and the operator's judgment is reduced, so that more efficient integration can be performed.

DESCRIPTION OF SYMBOLS 1 Accumulation system 2 Calculation means 5 Input means 6 Output means 7 Accumulation program 8 Scoring DB
9 Loss fee DB
10 Unit price DB
11 Construction DB
DESCRIPTION OF SYMBOLS 100 Construction data creation step 101 Design document data capture step 102 Single work type acquisition step 105 Single work type display step 107 Saddle selection step

Claims (8)

An accumulation system for accumulating target constructions,
Storage means for storing a walk-through database;
An arithmetic means for calculating and accumulating the amount of work constituting the target construction,
Output means,
The computing means creates construction data from the design data of the target construction, and acquires from the construction data work corresponding to the yield specified in the walking database as a single construction type,
The single work type is acquired based on at least a relationship between a unit of work included in the construction data and a unit of work subordinate to the work,
The accumulating system, wherein the acquired single work type is displayed on the output means. A unit price database is further stored in the storage means,
The operator selects a single work type for calculating the amount of money from the displayed single work type,
The arithmetic means displays a step selection screen on the output means,
The operator selects a step corresponding to the selected single type of work from the step selection screen,
The calculation means calculates a monetary amount corresponding to the selected yield based on the yield database, conditions inputted by an operator, and the unit price database,
The operator selects a new single work type from the list of single work types each time the amount of the selected single work type is obtained,
The integration system according to claim 1, wherein the calculation unit calculates the amount of the target construction by adding up the calculated amounts of the single work type.   When an arbitrary work in the construction data is a high-order work and a low-order work of the high-order work is a low-order work, the unit of the high-order work is a unit of quantity, and the unit of the low-order work is a unit of time The computing means acquires the upper work as a single type of work, and when the upper work unit is an expression and the lower work unit is a time unit, the computing means obtains the lower work. The integration system according to claim 1, which is acquired as a single type of work.   An arbitrary work in the construction data is a high-order work, and the unit of the minimum unit is a unit price, and the calculation means acquires the high-order work as a single work type when a unit price is below the high-order work. The integrating system according to any one of 1 to 3. An accumulation program for causing a computer to perform accumulation of target constructions,
Storing the step database in the storage means;
Creating construction data from the design data of the target construction;
From the construction data of the target construction, a work corresponding to a work defined as a walk in the walking database, at least a relationship between a work unit included in the construction data and a work unit subordinate to the work Based on the single work type acquisition step to acquire as a single work type,
A single work type display step for displaying the acquired single work type on the output means;
Is executed by the computer. Storing a unit price database in the storage means;
When the operator selects a single work type for calculating the amount of money from the displayed single work type, displaying a step selection screen on the output means;
When the operator selects a yield corresponding to the selected single type of work from the yield selection screen, the selected database is selected based on the yield database, conditions input by the operator, and the unit price database. Calculating the amount of a single type of work corresponding to the step;
6. The accumulation program according to claim 5, wherein the computer is further executed.   When an arbitrary work in the construction data is a high-order work and a low-order work of the high-order work is a low-order work, the unit of the high-order work is a unit of quantity, and the unit of the low-order work is a unit of time In the single-work type acquisition step, when the upper work is acquired as a single work type in the computer, and the unit of the upper work is an expression, and the unit of the lower work is a unit of time, the single work type The accumulation program according to claim 5 or 6, wherein in the obtaining step, the computer is caused to obtain the subordinate work as a single work type.   Assuming that an arbitrary work in the construction data is a high-order work and the element of the minimum unit is a unit price, when the unit price is below the high-order work, the high-order work is simply assigned to the computer in the single-work type acquisition step. The integration program according to claim 5, which is acquired as a work type.

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