KR20150015725A - System and Method for Earth Work Plan of Civil Facilities - Google Patents

System and Method for Earth Work Plan of Civil Facilities Download PDF

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KR20150015725A
KR20150015725A KR1020130091451A KR20130091451A KR20150015725A KR 20150015725 A KR20150015725 A KR 20150015725A KR 1020130091451 A KR1020130091451 A KR 1020130091451A KR 20130091451 A KR20130091451 A KR 20130091451A KR 20150015725 A KR20150015725 A KR 20150015725A
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soil
earthwork
work
piling
information
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KR1020130091451A
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Korean (ko)
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이송헌
이영수
전승민
민형식
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쌍용건설 주식회사
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    • G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
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    • G06Q50/08—Construction
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00—Administration; Management
    • G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063—Operations research, analysis or management
    • G06Q10/0633—Workflow analysis

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Abstract

According to the present invention, disclosed are an earthwork plan system of a civil structure and a method thereof. In establishing an earthwork plan, the earthwork plan system of the present invention can establish the earthwork plan most efficiently with minimum costs finally, by acquiring earthwork information (kind of cutting and filling earth, cutting and filling earth volume, and cutting and filling position etc) calculated from a three dimensional building information modeling (BIM) and previously established process information (starting and ending time of cutting and filling construction), and determining internal usability, temporal piling and using at a provisional piling site, and external earth carry-in, by comparing cutting earth volume and filling earth volume to the daily unit, from the total construction start date to the total construction end date and considering a process sequence, after constituting a database by processing data as a daily unit according to a construction section on the basis of these information.

Description

TECHNICAL FIELD [0001] The present invention relates to a system and method for earthwork flow planning of civil engineering structures,

Field of the Invention [0002] The present invention relates to a system and method for a fluid flow planning system, and more particularly, to a system and method for fluid flow planning of a linear civil structure.

In the conventional soil flow plan, the soil transportation distance is calculated on the basis of the amount of generated clippings, the location of the clippings, the required amount of the clippings, and the required position according to the difference between the original ground and the designed ground in all sections of the civil engineering structure, It is the process of calculating the earthwork ratio through the transportation unit price and the transportation quantity according to the means.

However, such a process is a soil flow plan that does not reflect the process, and in many cases, it is impossible to apply the process to the actual construction because there is a conflict with the process.

For example, if there is a point at which a shrinkage quantity is generated (hereinafter referred to as a 'point 1') and a point at which a piling quantity is generated (hereinafter referred to as a 'point 2') and the amount of soil generated is the same as that required for both, A plan is made to be used as backfill by transporting excavated soil from point 1 to point 2. However, if the point at which the cutting operation can be started by occupying the point 1 in the process is later than the point at which the piling operation at the point 2 is started, it is necessary to carry out the external loading for the piling work at the point 2, 1 soil should be exported. In other words, in the case of large-scale construction, it is difficult to carry out the construction work simultaneously and it is impossible to apply the existing earthwork flow plan that does not reflect the process to the actual construction since the cutting and piling work is performed according to the predetermined construction period .

In this way, the inconsistency between the earthwork work considering the earthwork flow plan and the actual work has been solved by a method that relied on intuition and repetitive work of the civil engineer. Accordingly, it is difficult to obtain a standardized result due to different order and amount of construction according to the experience or preference of the engineer. In addition to the disadvantage that a large amount of labor and time must be input, There was a problem that was difficult to cope with.

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and it is an object of the present invention to provide a method and a system for analyzing an earthquake- And to provide a soil flow scheduling system and method that can more effectively establish a more realistic earth flow plan reflecting the conditions of a civil work site more effectively in terms of cost and time and cope with the process change occurring in the field promptly.

According to another aspect of the present invention, there is provided an earthwork flow control system for a civil engineering structure, comprising: a soil information database storing earthwork information; A process database storing process information; An earthwork process information database in which earthwork information and process information are stored in association with each other in units of days; A data processing unit for reconstructing the soil information extracted from the soil information database and the process information extracted from the process database in units of days and storing the reconstructed information in the earthwork process information database; And a plan generator for generating an earth flow plan according to the earth information and the process information stored in the earth process information database and storing the earth flow plan in the earth process information database.

In addition, the data processing unit of the earthwork flow planning system of the civil engineering structure according to the preferred embodiment of the present invention may be configured such that the type of work (cutting and stacking), the location of the work, the quantity And the kind of the soil type can be extracted as the earthwork information and stored in the earthwork information database.

The data processing unit of the earthwork flow system of the civil engineering structure according to the preferred embodiment of the present invention extracts the type of process (cutting and stacking) and the process timing from the process database as process information, Can be stored in an information database.

In addition, the plan generating unit of the earthwork flow planning system of the civil engineering structure according to the preferred embodiment of the present invention may be arranged such that the planned work stored in the earthwork information database is daily, and the work to be performed is a cutting operation, If the type of the discussion is useful, set the plan to carry the excavated soil to the location where the piling work is performed on the day on which the mowing operation was performed, and if there is no place for the piling work to be performed on the day on which the mowing operation was performed , It is possible to set a plan to carry the excavated soil to a temporary decoration in which the transportation cost of the plurality of temporary decorations is the minimum.

In addition, the plan generating unit of the earthwork flow planning system of the civil engineering structure according to the preferred embodiment of the present invention may be used as a position where the piling work is performed on the day where the cutting operation is performed, A plan is set to transport the excavated soil to the stacking position so that the excavated soil is moved to the stacking position where the transportation cost to each stacking position is the minimum when the stacking operation to carry the excavated soil is performed If the amount of piling is smaller than the amount of excavated soil, the remaining excavated soil can be set to be transported to the subordinate piling position.

In addition, the plan generating unit of the earthwork flow planning system of the civil engineering structure according to the preferred embodiment of the present invention examines the scheduled work stored in the earthwork process information database on a daily basis, and when the work to be performed is a stacking operation , The cutting work performed on the day is examined to set the digging soil to be supplied from the cutting position where the digging soil included in the backfilling soil is generated and a suitable digging soil is generated by the backfilling on the day of the soil piling operation In the absence of the cutting operation, the backfill can be carried from the embroidered dress with the lowest transportation cost to the stacking position.

In addition, the plan generating unit of the earthwork flow planning system of the civil engineering structure according to the preferred embodiment of the present invention may be configured such that, when there are a plurality of cutting operations for generating excavated soil included in the backing soil, In case that there is no cutting work in which the excavated soil is generated with the soil backfilled on the day on which the piling work is performed, the most transportation cost The bag is set to receive the backfill from the smallest fictitious dress, and if there is no fictitious stitch present in the backfill, the backfill can be set to be loaded from the loophole where the minimum cost occurs.

According to another aspect of the present invention, there is provided a method for planning a soil flow of a civil engineering structure, comprising the steps of: (a) extracting earthwork information from a earthwork information database and extracting the process information from the process database; (b) building the earthwork process information database by processing and extracting the extracted earthwork information and the process information on a daily basis; And (c) generating a soil flow plan according to the soil information and the process information stored in the soil preparation process information database and storing the generated earth flow plan in the soil preparation information database.

In addition, the step (a) of the method for planarizing the earthwork flow of a civil engineering structure according to the preferred embodiment of the present invention may further comprise the steps of: classifying (cutting and stacking) a work from the earthwork information database, (B) extracting the earthwork information extracted in the step (a) from the process information on a daily basis, and storing the soil information in the earthwork process information database .

The step (a) of the method for planarizing the earth flow of a civil engineering structure according to the preferred embodiment of the present invention may include extracting the type of process (cutting and stacking) and the process timing from the process database as process information, In the step (b), the process information extracted in the step (a) may be stored in the earthwork process information database in association with the earthwork information on a daily basis.

In the step (c) of the method for planarizing the earth flow of the civil engineering structure according to the preferred embodiment of the present invention, the scheduled work stored in the earthwork information database is searched on a daily basis, If the type of excavated soil is useful, set the plan to carry the excavated soil to the location where the piling work is performed on the day on which the mowing operation is performed, and the place where the piling work is performed If not, the plan can be set so as to carry the excavated soil to a temporary decoration with a minimum transportation cost among a plurality of temporary decorations.

In addition, the step (c) of the method for planarizing the earthwork flow of a civil engineering structure according to the preferred embodiment of the present invention is a position in which a piling operation is performed on the day where the cutting operation is performed, If a plurality of locations where the piling operation capable of carrying the excavated soil is performed, the digging position is moved to the piling position where the transportation cost to each piling position is the minimum. And if the amount of piling is smaller than the amount of excavated soil, the remaining excavated soil can be set to be transported to the subordinate accumulation position.

Further, in the step (c) of the method for planarizing the earth flow of the civil engineering structure according to the preferred embodiment of the present invention, the scheduled work stored in the earthwork process information database is checked on a daily basis, , It is necessary to examine the cutting operation performed on the day so as to receive the excavated soil from the cutting position where the excavated soil included in the backfill is generated so as to receive the excavated soil suitable for the corresponding day on which the piling operation is performed If there is no cutter to be created, it can be set to carry the backfill from the fictitious dress with the lowest transportation cost to the stacking position.

Also, in the step (c) of the method for planarizing the earth flow of the civil engineering structure according to the preferred embodiment of the present invention, in the case where a plurality of cutting operations for generating excavated soil included in the back fill soil is performed, When the excavated soil is set to receive the excavated soil from the excavation work position and there is no excavation work in which the excavated soil suitable for the day of the accumulation work is generated, The backfill can be set to be supplied from the fictitious costume with the minimum cost and the backfill can be set to be loaded from the tofu where the minimum cost is incurred when there is no fictitious stitch present in the backfill .

In establishing the earth flow plan, the present invention is characterized in that the earthwork information (the kind of the cutting and piling soil, the amount of cutting and piling soil, the cutting and piling position, etc.) calculated from the three-dimensional BIM (Building Information Modeling) Information (such as the start and end time of the cutting and piling work) is obtained, and the data is processed by the construction section and the day (day) based on the information to form a database. , By comparing the amount of cutting and the amount of stacking per day and by considering the order of process, determining whether it is available for internal use, whether temporary use of temporary dressing is available or not, and whether external soil is brought in, Can be established.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing the entire construction of a soil-flow designing system according to a preferred embodiment of the present invention. FIG.
FIGS. 2A to 2C are flowcharts illustrating a method of planning a soil flow according to a preferred embodiment of the present invention.
3A to 3D are diagrams illustrating a process of calculating the earthwork information from the BIM model and storing it in the earthwork information database.
4A and 4B are views showing an example of process information stored in the process information database.
5 is a view showing an example of a earthwork process information database.
FIG. 6 is a view illustrating a process of establishing a soil-flow plan according to a preferred embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.

FIG. 1 is a block diagram showing the overall configuration of a soil-flow-flow planning system 100 according to a preferred embodiment of the present invention.

1, the earthwork flow planning system 100 according to a preferred embodiment of the present invention includes a earthwork information database 110, a process information database 120, a data processing unit 130, (140), and a plan generation unit (150).

First, the earthwork information database 110 calculates earthwork information from the BIM model and stores the earthwork information.

3A to 3D are diagrams illustrating a process in which the earthwork information calculated from the BIM model is stored in the earthwork information database 110. FIG. Referring to FIGS. 3A to 3D, the earthwork information database 110 first calculates three-dimensional topographic data generated by using a topographic map having a contour line and survey data according to a BIM model (see FIG. 3A) (See FIG. 3B) of the linear civil engineering structure generated by the data base, and generates data related to the embedding amount and the cut amount per each point (see FIG. 3C). Finally, as shown in FIG. 3D, The earthwork information including the section, the type of work (type and name), the work position, the amount of excavated soil due to the earth mowing work, the amount of earth required for the soil piling work, the type of the earth and the like is stored in the earthwork information database 110 .

The data processing unit 130 receives data from the earthwork information database 110, such as a work section, a work type and a name, a type of work (cutting and stacking), a location of work, a quantity (a cutting amount and a stacking amount) Information is extracted as earthwork information, processed in units of one day, and stored in the earthwork process information database 140.

On the other hand, the process information database 120 extracts information from the process schedule table as shown in FIG. 4A and builds up information such as a process section, a process type, a process position, and a process period as shown in FIG. 4B do.

The data processing unit 130 extracts, as process information, a process section, a process type and a name, a process location, a process type (cutting and stacking), and a process timing of processes related to the earth flow from the process database, The earthwork process information database 140 is constructed by storing the earthwork information in the earthwork information database 140 in units of days in association with the earthwork information stored in the database 140.

FIG. 5 is a view showing an example of the earthwork process information database 140. FIG. Referring to FIG. 5, the earthwork process information database 140 stores earthwork information and process information in association with each other on a day-by-day basis. Specifically, the earthwork process information database 140 records the work type and name for each work section, records the position of the work on the work, and displays the type of each work (soil clipping and soil erosion) , The amount of excavated soil generated by performing the corresponding process operation, and the amount of backfill and the amount of useful soil used for the process operation.

On the other hand, the plan generation unit 150 examines the scheduled work stored in the earthwork process information database 140 on a day-by-day basis. If the work to be performed is a cutting operation and the type of excavation soil is useful, The earthwork flow plan is set so as to transport the excavated soil to the position where the piling work is performed on the performed day, and when there is no place where the piling work is performed on the day on which the plowing work is performed, The earth flow plan is set up to transport the excavated soil to this most inexpensive fleece.

In addition, when the work to be performed is a stacking operation, the plan generating unit 150 may check the cutting operation performed on the corresponding day so that the excavated soil can be used as a fillet, that is, And if there is no cutting operation in which a suitable excavated soil is generated by the backing soil on the day on which the piling work is performed, the soil is transported from the saddle stitch which has the minimum transportation cost to the piling position Set the earth flow plan. If there is no fake embellishment holding the soil corresponding to the backfill, the plan generator 150 searches for a leachate that can carry the leachate at a minimum cost, and sets the leachate to transport the leachate from the leachate .

FIG. 6 is a view illustrating a process of establishing a soil-flow plan according to a preferred embodiment of the present invention.

6, the plan generating unit 150 extracts all jobs of a specific day from the earthwork process database and sequentially generates each work to generate a earth flow plan.

If the work to be performed is a cutting operation, the plan generating unit 150 checks whether the type of the excavated soil is a useful soil, and if not, the plan generating unit 150 carries the soil to the soil where the minimum cost occurs. In the example shown in Fig. 6, in the case of the work 4, 11, and 15, the excavated soil was not used, but was transported to the soil 2-2, 2-1, 1-1, respectively, and set to be treated with the soil. In this case, the plan generating unit 150 selects a subsoil having a minimum transportation cost and sets it to carry the excavated soil.

On the other hand, in the case where the excavated soil is a useful soil, the plan generating unit 150 checks whether there is a piling work that can be used as a back ball during the work of the same date, and if the work exists, Set to transport excavated soil to location.

In the example of FIG. 6, the job numbers 9 and 10 are the cutting jobs performed on July 1, 2010, and since there is the stacking job 12 as the job after the corresponding job of the same date, The number of excavated soil was set to be transported so that it could be used as a backfill of operation No. 12. If there is a plurality of piling operations available as backfill to the excavated soil, the plan generation unit 150 sets the excavated soil to be transported to the piling position where the transportation cost is minimum, and the required amount of the piling position is excavated If it is less than the amount of soil, set the remaining excavated soil to be transported to the subordinate position.

On the other hand, when there is no work available as a backfill of the excavated soil during the work after the corresponding work on the same date, the plan generating unit 150 may temporarily save the excavated soil And if it is present, it is set to carry the excavated soil to the corresponding embroidering stitch. Also in this case, if there are a plurality of fictitious fringes, a fictitious fringe with a minimum transportation cost is selected. If there is no temporary dressing for the excavated soil, set the excavated soil to be transported to a landfill that can be treated with minimum cost.

If the work to be performed on the corresponding day is a stacking operation, the plan generating unit 150 checks whether there is a cutting operation for generating a usable excavation soil from the work to be performed after the work, If there is a cutting operation that satisfies these conditions, it is set to carry the excavated soil from the corresponding cutting work position to the stacking work position. At this time, when there are a plurality of cutting work positions, the plan generating unit 150 sets the soil to be carried from the cutting work position having the minimum transportation cost to the stacking work position.

If there is no excavation work to be used as backfill on the day, the plan generator 150 retrieves the temporary embossed embossed soil suitable for the backfill and calculates the minimum transportation cost Is set so as to carry the soil to the piling operation position from the generated embossing. At this time, in the case where there is no fancy embellishment having a suitable soil with backfill, a plan is set so as to bring the soil from the external toilets where the minimum cost occurs. In the example shown in Fig. 6, it can be seen that, in the case of work 7 and 8, there is no false dressing with suitable backfill so that the backfill is carried from each of the external loosers 1-2 and 2-3 respectively .

The earth-borne fluid flow planning system 100 of a civil engineering structure according to a preferred embodiment of the present invention has been described.

FIGS. 2A to 2C are flowcharts illustrating a method of planning a soil flow according to a preferred embodiment of the present invention.

Hereinafter, a method of planning a soil flow according to a preferred embodiment of the present invention will be described with reference to FIGS. 2A to 2C. However, since the soil-flow designing method according to the preferred embodiment of the present invention is performed in the earth-and-soil flow planning system 100 described above with reference to FIG. 1, the functions described above with reference to FIG. It should be noted that the functions carried out in the earth flow planning method, which are all included in the earth flow planning method according to the preferred embodiment of the invention, are performed in the earth flow planning system 100 described above. Therefore, the earth flow designing method of the present invention will be briefly described.

 In the earth flow plan, the earthwork information is first calculated from the BIM model, the earthwork information database 110 is constructed using the calculated earthwork information (S210), and the process information database 120 is constructed from the process table (S220) . Since the information contained in each database has been described above, a detailed description thereof will be omitted.

When the earthwork information database 110 and the process information database 120 are constructed, the earthwork information related to the earth flow is extracted from the earthwork information database 110 and the earthwork information is stored in the earthwork information database 140 And the process information is extracted from the process information database 120 and stored in the earthwork process information database 140 so as to be correlated with the previously stored earthwork information on a daily basis, The earthwork process information database 140 is constructed (S230).

Then, in order to establish the earth flow plan, the process operations are read from the earthwork process information database 140 in units of days (S240). In the example shown in FIG. 5, the process tasks of job numbers 1, 2, 3, 9, 10, and 12, which are the reference job days, are read first on July 1, 2010,

Thereafter, the process operations read in units of days are sequentially examined (S250). If the type of the operation is determined and the type of the operation is the clipping operation, the process proceeds to operation S270. If the operation is the soil clipping operation The process advances to step S280 (S260).

If the type of work is the soil-cutting work, a cutting plan is established (S270).

Referring to FIG. 2B, which is a detailed view of step S270, if the type of work is an earth mowing operation, the earth flow planning system 100 first determines whether the excavated soil type is available soil (S271) In the case of useful toilets, it is checked whether there is a soil piling work that can be used for the soil sowing (S272).

When there are a plurality of soil piling operations available for the soil, the earth flow planning system 100 sets the excavation soil to be transported to a piling point where the minimum cost for carrying the excavated soil is generated (S273). If it is determined in step S273 that the amount of stacking at the stacking position where the transportation cost is minimum is smaller than the quantity of excavated soil, the remaining excavated soil is set to be transported to the subordinate stacking position.

If there is no soil piling work that can be used in the soil after the earth mowing work in step S272, the earth-moving fluidity planning system 100 may temporarily store the excavation soil (S274). If it exists, it is set so as to carry the excavated soil to a temporary decoration having the minimum transportation cost (S275).

If the excavated soil is not temporarily stored in step S274, or if the type of excavated soil in step S271 is not a useful soil, the earth / soil flow plan system 100 selects the land / , And the excavated soil is set so as to be subjected to the soil treatment (S276).

On the other hand, if the type of work is the soil piling work, a piling plan is established (S280).

Referring to FIG. 2C, which is a detailed view of step S280, when the kind of work is the soil piling operation, the earth moving fluidity planning system 100 determines that the excavated soil included in the back- (S281). If there are a plurality of soil mowing operations, it is set to transport the soil mound from the mowing position where the transportation cost is minimum (S282).

If it is determined in step S281 that there is no soil removal work to generate excavated soil included in the buried soil after the work of the day, the earth / soil flow plan system (100) (S283). If there are a plurality of these patterns, it is set so as to carry the gypsum from the fancy pattern in which the minimum transportation cost occurs (S284). If such a fancy pattern does not exist If not, it is set so as to retrieve the soil from the toilets that can bring the soil back to the minimum cost (S285).

The present invention can also be embodied as computer-readable codes on a computer-readable recording medium. A computer-readable recording medium includes all kinds of recording apparatuses in which data that can be read by a computer system is stored. Examples of the computer-readable recording medium include a ROM, a RAM, a CD-ROM, a magnetic tape, a floppy disk, an optical data storage device, and the like, and also implemented in the form of a carrier wave (for example, transmission over the Internet) . The computer readable recording medium may also be distributed over a networked computer system so that computer readable code can be stored and executed in a distributed manner.

The present invention has been described with reference to the preferred embodiments. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims. Therefore, the disclosed embodiments should be considered in an illustrative rather than a restrictive sense. The scope of the present invention is defined by the appended claims rather than by the foregoing description, and all differences within the scope of equivalents thereof should be construed as being included in the present invention.

100 Earth flow planning system
110 earth science information database
120 Process information database
130 data processing unit
140 Earthwork Process Information Database
150 planning section

Claims (14)

An earthwork information database storing earthwork information;
A process database storing process information;
An earthwork process information database in which earthwork information and process information are stored in association with each other in units of days;
A data processing unit for reconstructing the soil information extracted from the soil information database and the process information extracted from the process database in units of days and storing the reconstructed information in the earthwork process information database; And
And a plan generator for generating an earth flow plan according to the earthwork information and the process information stored in the earthwork process information database and storing the earth flow plan in the earthwork information database. The data processing apparatus according to claim 1,
(Clipping and stacking) of the work, the location of the work, the quantity (the amount of cutting and the amount of stacking), and the type of the soil are extracted as the earthwork information from the earthwork information database and stored in the earthwork process information database Soil Flow Planning System for Civil Structures. The data processing apparatus according to claim 1,
Wherein the type of the process (cutting and stacking) and the process timing are extracted from the process database as process information and stored in the process program information database of the civil engineering structure. The system according to claim 1, wherein the plan generating unit
If the work to be performed is a cutting operation and the type of the excavation soil is useful soil, a digging operation is carried out to a position where a piling operation is performed on the day on which the cutting operation is performed. And if there is no place where the piling work is performed on the day on which the mowing operation is performed, setting the plan to carry the excavated soil to the temporary sowing with the smallest transportation cost among the plurality of saddle stitches Characteristics of the earthwork flow planning system for civil engineering structures. 5. The system according to claim 4, wherein the plan generating unit
Establishing a plan to transport the excavated soil to a piling position where the excavated soil can be used as a backfill, where the piling operation is performed on the day on which the mowing operation was performed,
If the amount of piling is smaller than the amount of excavated soil, the piling amount is set so as to move the excavated soil to a piling position where the transportation cost to each piling position is minimum, when the piling work capable of carrying the excavated soil is performed, And the excavated soil is set to be transported to the subordinate accumulation position. The system according to claim 1, wherein the plan generating unit
In the case where the work to be performed is a stacking operation, the cutting operation performed on the day is examined to determine whether the excavated soil included in the backing soil is generated from the cutting position where the excavated soil is generated The excavated soil is set to be supplied,
Characterized in that, when there is no cutting work to generate a suitable excavated soil with the backing soil on the day on which the stacking operation is carried out, it is set that the backing soil is transported from the temporary soil having the minimum transportation cost to the stacking position Soot flow planning system. The system as claimed in claim 6, wherein the plan generating unit
When a plurality of cutting operations in which the excavated soil included in the backing soil is generated is set so as to receive the excavated soil from the cutting work position having the minimum transportation cost,
If there is no excavation work to generate a suitable excavation soil for the day on which the piling work is performed, it is possible to supply the backfill from the temporary pavement having the least transportation cost among the temporary pavement in which the soil included in the backing soil exists. In addition,
Wherein the backfilling plan is set so as to carry the backfill from the tofu where the minimum cost is incurred when there is no fleece in which the soil included in the backfill is present.
(a) extracting the earthwork information from the earthwork information database and extracting the process information from the process database;
(b) building the earthwork process information database by processing and extracting the extracted earthwork information and the process information on a daily basis; And
(c) generating a soil flow plan according to the soil information and the process information stored in the earth soil process information database, and storing the earth flow plan in the earth process information database. 9. The method of claim 8,
The step (a) may further include extracting, as the earthwork information, the type of work (cutting and stacking), the location of the work, the quantity (cutting amount and piling amount)
Wherein the step (b) comprises the step of: associating the soil information extracted in the step (a) with the process information on a daily basis and storing the soil information in the soil information database. 9. The method of claim 8,
The step (a) may include extracting a type of process (cutting and stacking) and a process timing from the process database as process information,
Wherein the step (b) associates the process information extracted in the step (a) with the earthwork information and stores the information in the earthwork process information database. 9. The method of claim 8, wherein step (c)
If the work to be performed is a cutting operation and the type of the excavation soil is useful soil, a digging operation is carried out to a position where a piling operation is performed on the day on which the cutting operation is performed. And if there is no place where the piling work is performed on the day on which the mowing operation is performed, setting the plan to carry the excavated soil to the temporary sowing with the smallest transportation cost among the plurality of saddle stitches A method of soil flow design for civil engineering structures. 12. The method of claim 11, wherein step (c)
Establishing a plan to transport the excavated soil to a piling position where the excavated soil can be used as a backfill, where the piling operation is performed on the day on which the mowing operation was performed,
If the amount of piling is smaller than the amount of excavated soil, the piling amount is set so as to move the excavated soil to a piling position where the transportation cost to each piling position is minimum, when the piling work capable of carrying the excavated soil is performed, And the excavated soil is set to be transported to the subordinate accumulation position. 9. The method of claim 8, wherein step (c)
In the case where the work to be performed is a stacking operation, the cutting operation performed on the day is examined to determine whether the excavated soil included in the backing soil is generated from the cutting position where the excavated soil is generated The excavated soil is set to be supplied,
Characterized in that, when there is no cutting work to generate a suitable excavated soil with the backing soil on the day on which the stacking operation is carried out, it is set that the backing soil is transported from the temporary soil having the minimum transportation cost to the stacking position Soot flow design method. 14. The method of claim 13, wherein step (c)
When a plurality of cutting operations in which the excavated soil included in the backing soil is generated is set so as to receive the excavated soil from the cutting work position having the minimum transportation cost,
If there is no excavation work to generate a suitable excavation soil for the day on which the piling work is performed, it is possible to supply the backfill from the temporary pavement having the least transportation cost among the temporary pavement in which the soil included in the backing soil exists. In addition,
Wherein the backfill is set to be loaded from the tofu where the minimum cost is incurred when there is no fringe present in the backfill.
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CN108038269A (en) * 2017-11-19 2018-05-15 上海二十冶建设有限公司 Mountainous Building group's earthworks calculation concocting method based on BIM
CN109145429A (en) * 2018-08-14 2019-01-04 黑龙江省水利水电勘测设计研究院 The calculation method of volume of earthwork and the device for calculating volume of earthwork
CN109190094A (en) * 2018-09-05 2019-01-11 盈嘉互联（北京）科技有限公司 Building Information Model file cutting method based on IFC standard
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CN111783193A (en) * 2020-06-12 2020-10-16 中国二十冶集团有限公司 Effective earth volume calculation method for bad foundation road
WO2020262834A1 (en) * 2019-06-28 2020-12-30 두산인프라코어 주식회사 Soil distribution plan establishment system considering information of useful soil and sandy soil volume

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108038269A (en) * 2017-11-19 2018-05-15 上海二十冶建设有限公司 Mountainous Building group's earthworks calculation concocting method based on BIM
KR101988352B1 (en) 2018-05-25 2019-09-30 (주)대우건설 Earth volume evaluation system using block ground modeling and 3d location information
CN109145429A (en) * 2018-08-14 2019-01-04 黑龙江省水利水电勘测设计研究院 The calculation method of volume of earthwork and the device for calculating volume of earthwork
CN109145429B (en) * 2018-08-14 2023-10-13 黑龙江省水利水电勘测设计研究院 Method and device for calculating earthwork quantity
CN109190094A (en) * 2018-09-05 2019-01-11 盈嘉互联（北京）科技有限公司 Building Information Model file cutting method based on IFC standard
CN109190094B (en) * 2018-09-05 2023-03-10 盈嘉互联（北京）科技有限公司 Building information model file segmentation method based on IFC standard
WO2020262834A1 (en) * 2019-06-28 2020-12-30 두산인프라코어 주식회사 Soil distribution plan establishment system considering information of useful soil and sandy soil volume
US20220406011A1 (en) * 2019-06-28 2022-12-22 Doosan Infracore Co., Ltd. Soil distribution planning system considering useful soil and spoil bank information
US11954796B2 (en) 2019-06-28 2024-04-09 Hd Hyundai Infracore Co., Ltd. Soil distribution planning system considering useful soil and spoil bank information
CN111783193A (en) * 2020-06-12 2020-10-16 中国二十冶集团有限公司 Effective earth volume calculation method for bad foundation road

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