CN115860846B - Construction cost calculation method, system, equipment and readable storage medium - Google Patents
Construction cost calculation method, system, equipment and readable storage medium Download PDFInfo
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Abstract
The invention relates to the field of building construction and provides a construction cost calculation method, a construction cost calculation system, construction cost calculation equipment and a readable storage medium, wherein the construction cost calculation method comprises the steps of obtaining an engineering quantity list corresponding to each scale section of a railway bridge; traversing the engineering quantity list to obtain sub-item codes of each procedure included in each scale segment; identifying sub-item codes of each procedure in each benchmarking section to obtain rules correspondingly configured for each procedure in each benchmarking section; analyzing rules correspondingly configured in each procedure included in each punctuation to obtain a calculation mode corresponding to the procedure; calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment; according to the method and the device, the construction cost of each construction unit of the railway bridge is calculated according to the completion amount of each working procedure included in each standard section, the problems that false report and missing report are easy to occur to the working procedure completion in the prior art are solved, and the accuracy of construction cost calculation by the construction units is ensured.
Description
Technical Field
The invention relates to the field of building construction, in particular to a construction cost calculation method, a construction cost calculation system, construction cost calculation equipment and a readable storage medium.
Background
In the project construction process, the construction cost of the project construction unit is obtained by filling the engineering quantity and calculating the construction cost corresponding to each engineering quantity according to the unit price corresponding to the engineering quantity, but in the prior art, the engineering quantity is filled manually, and because the engineering quantity filled by the engineering quantity is huge, false report and missing report are easy to occur, so that the construction cost calculation of the project construction unit is wrong, therefore, a construction cost calculation method is needed to improve the accuracy of the construction cost calculation of the project construction unit.
Disclosure of Invention
An object of the present invention is to provide a construction cost calculating method, system, apparatus, and readable storage medium, which improve the above-mentioned problems.
In order to achieve the above purpose, the embodiment of the present application provides the following technical solutions:
in one aspect, an embodiment of the present application provides a construction cost calculating method, including:
acquiring an engineering quantity list corresponding to each scale section of the railway bridge;
traversing the engineering quantity list to obtain sub-item codes of each procedure included in each scale segment;
identifying sub-object codes of each procedure in each objective segment to obtain rules correspondingly configured for each procedure in each objective segment, wherein the configured rules are used for calculating the corresponding completion amount of each procedure;
analyzing rules which are included in each punctuation and are configured corresponding to each procedure, and obtaining a calculation mode corresponding to the procedure;
calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment;
and calculating the construction cost of each standard construction unit of the railway bridge according to the completion amount of each procedure included in each standard.
In a second aspect, embodiments of the present application provide a construction cost calculation system, the system including:
the acquisition module is used for acquiring an engineering quantity list corresponding to each scale section of the railway bridge;
the traversing module is used for traversing the engineering quantity list to obtain the sub-item codes of each procedure included in each scale segment;
the identification module is used for identifying the sub-object code of each procedure in each target segment to obtain a rule correspondingly configured for each procedure in each target segment, and the configured rule is used for calculating the completion amount corresponding to each procedure;
the analysis module is used for analyzing the rule correspondingly configured by each procedure included in each punctuation to obtain a calculation mode corresponding to the procedure;
the first calculation module is used for calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment;
and the second calculation module is used for calculating the construction cost of each standard section construction unit of the railway bridge according to the completion amount of each procedure included in each standard section.
In a third aspect, embodiments of the present application provide a construction cost calculation apparatus including a memory and a processor. The memory is used for storing a computer program; the processor is used for realizing the steps of the construction cost calculation method when executing the computer program.
In a fourth aspect, embodiments of the present application provide a readable storage medium having stored thereon a computer program which, when executed by a processor, performs the steps of the method construction cost calculation described above.
The beneficial effects of the invention are as follows:
according to the invention, the sub-order codes of each procedure included in each standard segment are obtained by traversing the engineering quantity list corresponding to each standard segment, and the rule corresponding to the procedure can be obtained according to the sub-order codes of each procedure, so that the calculation of the finishing quantity of the procedure is realized according to the rule corresponding to the procedure, and finally the calculation of the construction cost of a construction unit is realized according to the finishing quantity of each procedure, and the automatic calculation of the finishing quantity of the procedure is realized by configuring the corresponding rule, thereby effectively solving the problem that the error occurs in the calculation of the construction cost of a project construction unit due to the fact that the false report and the missing report are easily generated to the finishing quantity of the procedure in the prior art, and improving the accuracy of the calculation of the construction cost of the project construction unit.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be apparent from the description, or may be learned by practice of the embodiments of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims thereof as well as the appended drawings.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a flow chart of a construction cost calculation method according to an embodiment of the invention.
Fig. 2 is a schematic structural diagram of a construction cost calculating system according to an embodiment of the present invention.
Fig. 3 is a schematic structural view of a construction cost calculating apparatus according to an embodiment of the present invention.
The drawing is marked: 901. an acquisition module; 902. traversing the module; 903. an identification module; 904. an analysis module; 905. a first computing module; 906. a second computing module; 9041. a judging unit; 9042. a first processing unit; 9051. a first acquisition unit; 9052. a second processing unit; 9053. a third processing unit; 9054. a ninth processing unit; 9055. a tenth processing unit; 9056. an eleventh processing unit; 90521. a second acquisition unit; 90522. a fourth processing unit; 90523. a fifth processing unit; 90524. a sixth processing unit; 90525. a third acquisition unit; 90526. a seventh processing unit; 90527. an eighth processing unit; 800. construction cost calculation equipment; 801. a processor; 802. a memory; 803. a multimedia component; 804. an I/O interface; 805. a communication component.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures. Meanwhile, in the description of the present invention, the terms "first", "second", and the like are used only to distinguish the description, and are not to be construed as indicating or implying relative importance.
Example 1:
the present embodiment provides a construction cost calculating method, and it is understood that a scene may be laid in the present embodiment, for example, a scene in which project construction cost in unit time needs to be calculated when the construction cost is paid for the winning construction unit.
Referring to fig. 1, the method includes a step S1, a step S2, a step S3, a step S4, a step S5, and a step S6, wherein the method specifically includes:
s1, acquiring an engineering quantity list corresponding to each scale section of a railway bridge;
it can be understood that the engineering quantity list in the invention is an engineering quantity list corresponding to each scale section of the railway bridge, and the engineering quantity list comprises a process name, a sub-order code of a process, a measuring unit of the process, a sub-order dividing characteristic of the process, an engineering quantity calculation rule of the process, engineering (working content) of the process and the like.
Step S2, traversing the engineering quantity list to obtain sub-item codes of each procedure included in each target segment;
it will be appreciated that each sub-program code corresponds to a unique one of the processes, and that a unique one of the processes can be determined by the sub-program code of each process.
Step S3, identifying sub-object codes of each process in each target segment to obtain rules correspondingly configured for each process in each target segment, wherein the configured rules are used for calculating the completion amount corresponding to each process;
it can be understood that, because different measuring units and different engineering quantity calculation rules exist in different working procedures, the calculation mode corresponding to the working procedure completion quantity can be determined by configuring corresponding rules for each working procedure, and accurate calculation of the working procedure completion quantity is realized.
S4, analyzing rules correspondingly configured in each procedure included in each punctuation to obtain a calculation mode corresponding to the procedure;
it may be understood that the step S4 includes a step S41 and a step S42, where specific details are:
step S41, judging according to rules correspondingly configured for each process included in each scale segment to obtain engineering quantity sources of each process;
it will be appreciated that the rules for configuration of the process include engineering quantity sources, in particular whether the engineering quantity sources are process tests or engineering item listings.
Step S42, judging a calculation mode corresponding to a process according to the engineering quantity source of each process, wherein if the engineering quantity source of the process is process report, acquiring a BIM model of the railway bridge, wherein the BIM model of the railway bridge comprises all information in the whole life cycle process of the railway bridge building engineering project, and calculating the completion quantity of the corresponding process by utilizing the BIM model of the railway bridge; and if the engineering quantity source of the working procedure is an engineering item list, calculating the finishing quantity of the corresponding working procedure according to the sub-item code of the working procedure.
It can be understood that if the rule of the procedure configuration is procedure report, it is judged that the procedure can establish a corresponding BIM model, so that automatic calculation of the completion amount of the corresponding procedure can be realized by establishing the BIM model of the railway bridge, if the engineering amount source of the procedure is an engineering item list, it is indicated that the procedure can not establish the corresponding BIM model, and only the engineering item list can be formed by a construction unit, so as to realize calculation of the completion amount of the procedure corresponding to the rule.
Step S5, calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment;
it may be understood that the step S5 further includes a step S51, a step S52, and a step S53, where specifically:
step S51, obtaining EBS codes corresponding to the working procedures;
it can be understood that after building the BIM model of the railroad bridge, a preset EBS coding rule needs to be formulated, and a corresponding EBS code is compiled for each procedure included in the BIM model of the railroad bridge according to the preset EBS coding rule, so that each class of procedure corresponds to a unique EBS code, for example: the EBS codes of the foundation and the foundation are 03010101010101, the sub-processes under the foundation and the foundation comprise excavation, backfilling and open cut foundation, wherein the EBS codes of the excavation are 0301010101010101, the backfilling EBS codes of the foundation are 0301010101010102, the open cut foundation EBS codes are 0301010101010103, and it is to be noted that the preparation of the preset EBS coding rules and the preparation of the corresponding EBS codes for each process included in the bridge railway BIM model according to the preset EBS coding rules are technical schemes well known to those skilled in the art, so that the description is omitted here.
Step S52, determining whether the category information of the procedure is the reinforcing steel bar according to the EBS code corresponding to the procedure, wherein if the category information is the reinforcing steel bar, the finishing amount of the reinforcing steel bar is calculated according to the finishing amount of the concrete, and if the category information is not the reinforcing steel bar, the first report information is determined according to the category information of the procedure;
it will be appreciated that the specific type of process can be determined by EBS encoding for each process, and the corresponding completion amount can be calculated from the specific type of process.
It may be understood that the step S52 further includes a step S521, a step S522, a step S523, and a step S524, where specifically:
step S521, obtaining the setting amount of concrete and the setting amount of steel bars, wherein the steel bars are arranged in the concrete;
step S522, calculating according to the concrete setting amount and the steel bar setting amount of the corresponding part of the concrete to obtain a folding proportion parameter;
step S523, identifying EBS codes corresponding to the working procedures to obtain the finished amount of the concrete corresponding to the working procedures;
and step S524, calculating according to the completion amount of the concrete corresponding to the working procedure and the folding proportion parameter to obtain the completion amount of the steel bar corresponding to the working procedure.
In this embodiment, since the number of the steel bars required in the construction process is very large, the completion amount of the steel bars cannot be directly calculated, the completion amount of the steel bars is required to be converted through the concrete completion amount to obtain the completion amount of the steel bars, and first, whether the process is a concrete process or not can be determined by identifying the EBS code corresponding to the process, when the process is a concrete process, the completion amount of the concrete process can be automatically calculated through a BIM model of the railway bridge, and then the completion amount of the steel bars corresponding to the steel bar process can be calculated according to the completion amount of the concrete process and the folding proportionality coefficient, wherein the specific calculation formula of the completion amount of the steel bar process is as follows:
in the above, K is a reduced proportion coefficient,
wherein D1 is the setting amount of the steel bars arranged in the concrete, D2 is the setting amount of the concrete, a is the completion amount of the concrete, b is the completion amount of the steel bars arranged in the concrete, and the completion amount of the steel bars can be accurately calculated through the formula.
It may be understood that the step S52 further includes a step S525, a step S526, and a step S527, where specifically:
step S525, obtaining specification information of the working procedure;
it will be appreciated that the amounts and prices of the measured amounts are different for different specifications (for example, the process of excavating V-class surrounding rock and iv-class surrounding rock is different for the surrounding rock with different hardness, and the cost of excavating the surrounding rock with different hardness is different, and similarly, the bridge pier height determines the price of the concrete construction process, the pier height is not more than 30m, the pier height is not less than 30m, and the other specifications are similar, so that the accuracy of construction cost calculation can be ensured by considering the specification information without the process.
Step S526, determining second report information according to the category information of the procedure and the specification information of the procedure;
it can be understood that, for example, the category information of the process is concrete process, and according to the different specifications corresponding to the different building pier heights, the corresponding specifications include pier height not more than 30m, pier height not more than 30m and not more than 70m, and pier height not more than 70m and not more than 140m, and according to the concrete process and the corresponding specifications, the test information of the process can be determined, that is, the second test information is the process test requiring considering the influence of the specifications on the process price.
And step S527, obtaining the completion amount of the preset components in the railway bridge BIM according to the second test information.
It can be understood that the completion amount corresponding to the procedure included in the railway bridge BIM model is preset, and when a worker performs a report on the APP, the preset completion amount of the procedure can be automatically obtained in the railway bridge BIM model, so that the automatic statistics of the completion amount of the procedure is realized.
And step S53, obtaining the completion amount of the preset components in the railway bridge BIM according to the first test information.
It is understood that the first report information corresponds to statistics of the completion amount corresponding to the process without considering the specification.
It may be understood that the step S5 further includes a step S54, a step S55, and a step S56, where specifically:
step S54, screening railway engineering quantity list standards according to sub-item codes of each procedure included in each target segment to obtain an engineering item list;
it can be understood that, in the "railway engineering quantity list standard", there are 30 ten thousand lines of data, each line of data has a unique sub-item code, if the completion quantity of the item "clearing the surface soil" of a certain line of leaf nodes needs to be counted, then we need to let the construction unit manually enter the completion quantity of each clearing the surface soil (because the clearing of the surface soil cannot be performed by BIM modeling), finally do summation statistics, if let the construction unit find the item "clearing the surface soil" from 30 ten thousand lines of data each time to enter, it wastes a great amount of time, therefore, the railway engineering quantity list standard is screened according to the sub-item code of each item included in each target segment, and the engineering item list only includes the item required by the target segment, and the item is the item which cannot be modeled by the railway bridge BIM model, therefore, the efficiency of the engineering quantity of the construction unit can be greatly improved by generating the engineering item list.
Step S55, searching in the engineering item list according to the sub-item codes of the working procedures to obtain calculation rules corresponding to the working procedures;
it will be appreciated that the project item list table is searched for items identical to the project item codes by the project item codes of the process, and the completion amount of the process is filled in by the construction unit.
Step S56, calculating the completion amount of the process according to the calculation rule corresponding to the process.
It will be appreciated that since one process may include other sub-processes, the completed amounts of the other sub-processes of one process may be automatically summed according to the calculation rules to calculate the total completed amount of the process.
And S6, calculating the construction cost of each standard section construction unit of the railway bridge according to the completion amount of each procedure included in each standard section.
It can be understood that the completion amount of the procedure in each benchmarking is calculated in two parts, one part is the completion amount corresponding to the procedure automatically calculated by the BIM model of the railway bridge, the other part is the completion amount corresponding to the procedure which cannot establish the BIM model and is reported by a construction unit through an engineering item list, the unit price corresponding to each procedure in each benchmarking is obtained according to the winning bid list of the construction unit, and the first construction cost information is obtained according to the completion amount corresponding to the procedure automatically calculated by the BIM model of the railway bridge and the unit price matched with the procedure; calculating the completion amount corresponding to the procedure which is reported by the construction unit and can not establish the BIM model and the unit price matched with the procedure according to the engineering item list to obtain second construction cost information; the construction cost of each standard section construction unit can be obtained by adding the corresponding first construction cost information in each standard section and the corresponding second construction cost information in each standard section, and the construction cost statistics is generally carried out once in a quarter in the prior art.
Example 2:
as shown in fig. 2, the present embodiment provides a construction cost calculating system, which includes an obtaining module 901, a traversing module 902, an identifying module 903, an analyzing module 904, a first calculating module 905 and a second calculating module 906, wherein the specific steps are as follows:
the acquisition module 901 is used for acquiring an engineering quantity list corresponding to each scale section of the railway bridge;
a traversing module 902, configured to traverse the engineering quantity list to obtain a sub-objective code of each process included in each segment;
the identifying module 903 is configured to identify the sub-object code of each process in each target segment, so as to obtain a rule configured corresponding to each process in each target segment, where the configured rule is used to calculate a completion amount corresponding to each process;
the parsing module 904 is configured to parse the rule configured corresponding to each process and included in each benchmarking segment to obtain a calculation mode corresponding to the process;
a first calculating module 905, configured to calculate the completion amount of the process according to the calculating manner, so as to obtain the completion amount of each process included in each segment;
a second calculation module 906 for calculating a construction cost per construction unit of each segment of the railroad bridge according to the completion amount of each of the processes included in each segment.
In a specific embodiment of the disclosure, the parsing module 904 includes a determining unit 9041 and a first processing unit 9042, where the specific steps are:
a judging unit 9041, configured to judge according to the rule corresponding to each process included in each standard segment, so as to obtain the engineering quantity source of each process;
a first processing unit 9042, configured to determine a calculation mode corresponding to a process according to the engineering quantity source of each process, wherein if the engineering quantity source of the process is a process report, obtain a BIM model of a railroad bridge, where the BIM model of the railroad bridge includes all information in a full life cycle process of a railroad bridge building engineering project, and calculate a completion quantity of the corresponding process by using the BIM model of the railroad bridge; and if the engineering quantity source of the working procedure is an engineering item list, calculating the finishing quantity of the corresponding working procedure according to the sub-item code of the working procedure.
In a specific embodiment of the disclosure, the first calculating module 905 includes a first obtaining unit 9051, a second processing unit 9052, and a third processing unit 9053, where specifically:
a first acquiring unit 9051 configured to acquire EBS codes corresponding to the steps;
a second processing unit 9052, configured to determine whether the type information of the procedure is a steel bar according to the EBS code corresponding to the procedure, wherein if the type information is the steel bar, the completion amount of the steel bar is calculated according to the completion amount of the concrete, and if the type information is not the steel bar, the first report information is determined according to the type information of the procedure;
and a third processing unit 9053, configured to obtain, according to the first report information, a completion amount of a member preset in a BIM model of the railroad bridge.
In a specific embodiment of the disclosure, the second processing unit 9052 further includes a second obtaining unit 90521, a fourth processing unit 90522, a fifth processing unit 90523, and a sixth processing unit 90524, where specifically:
a second obtaining unit 90521, configured to obtain a setting amount of concrete and a setting amount of reinforcing steel bars, where the reinforcing steel bars are reinforcing steel bars set in the concrete;
a fourth processing unit 90522, configured to calculate according to the concrete setting amount and the steel bar setting amount of the corresponding portion of the concrete, to obtain a folded proportion parameter;
and the sixth processing unit 90524 is configured to calculate according to the completion amount of the concrete corresponding to the procedure and the folding ratio parameter, and obtain the completion amount of the steel bar corresponding to the procedure.
In a specific embodiment of the disclosure, the second processing unit 9052 further includes a third obtaining unit 90525, a seventh processing unit 90526, and an eighth processing unit 90527, where specifically:
a third acquiring unit 90525 for acquiring specification information of the process;
a seventh processing unit 90526 for determining second report information according to the category information of the process and the specification information of the process;
and the eighth processing unit 90527 is used for acquiring the completion amount of the preset component in the railway bridge BIM model according to the second report information.
In a specific embodiment of the disclosure, the first computing module 905 further includes a ninth processing unit 9054, a tenth processing unit 9055, and an eleventh processing unit 9056, where specifically:
a ninth processing unit 9054, configured to screen the railway engineering quantity list standard according to the sub-program code of each procedure included in each target segment, to obtain an engineering item list;
a tenth processing unit 9055, configured to search in the engineering item list according to the sub-item code of the process, to obtain a calculation rule corresponding to the process;
It should be noted that, regarding the system in the above embodiment, the specific manner in which the respective modules perform the operations has been described in detail in the embodiment regarding the method, and will not be described in detail herein.
Example 3:
corresponding to the above method embodiment, there is also provided a construction cost calculating apparatus in this embodiment, and a construction cost calculating apparatus described below and a construction cost calculating method described above may be referred to correspondingly with each other.
Fig. 3 is a block diagram of a construction cost computing device 800, according to an example embodiment. As shown in fig. 3, the construction cost calculating apparatus 800 may include: a processor 801, a memory 802. The construction cost computing device 800 may also include one or more of a multimedia component 803, an I/O interface 804, and a communication component 805.
Wherein the processor 801 is configured to control the overall operation of the construction cost calculation apparatus 800 to perform all or part of the steps of the construction cost calculation method described above. Memory 802 is used to store various types of data to support operation at construction cost computing device 800, which may include, for example, instructions for any application or method operating on construction cost computing device 800, as well as application-related data, such as contact data, messages, pictures, audio, video, and the like. The Memory 802 may be implemented by any type or combination of volatile or non-volatile Memory devices, such as static random access Memory (Static Random Access Memory, SRAM for short), electrically erasable programmable Read-Only Memory (Electrically Erasable Programmable Read-Only Memory, EEPROM for short), erasable programmable Read-Only Memory (Erasable Programmable Read-Only Memory, EPROM for short), programmable Read-Only Memory (Programmable Read-Only Memory, PROM for short), read-Only Memory (ROM for short), magnetic Memory, flash Memory, magnetic disk, or optical disk. The multimedia component 803 may include a screen and an audio component. Wherein the screen may be, for example, a touch screen, the audio component being for outputting and/or inputting audio signals. For example, the audio component may include a microphone for receiving external audio signals. The received audio signals may be further stored in the memory 802 or transmitted through the communication component 805. The audio assembly further comprises at least one speaker for outputting audio signals. The I/O interface 804 provides an interface between the processor 801 and other interface modules, which may be a keyboard, mouse, buttons, etc. These buttons may be virtual buttons or physical buttons. The communication component 805 is used for wired or wireless communication between the construction cost computing apparatus 800 and other apparatuses. Wireless communication, such as Wi-Fi, bluetooth, near field communication (Near FieldCommunication, NFC for short), 2G, 3G or 4G, or a combination of one or more thereof, the respective communication component 805 may thus comprise: wi-Fi module, bluetooth module, NFC module.
In an exemplary embodiment, the construction cost computing device 800 may be implemented by one or more application specific integrated circuits (Application Specific Integrated Circuit, abbreviated as ASIC), digital signal processors (DigitalSignal Processor, abbreviated as DSP), digital signal processing devices (Digital Signal Processing Device, abbreviated as DSPD), programmable logic devices (Programmable Logic Device, abbreviated as PLD), field programmable gate arrays (Field Programmable Gate Array, abbreviated as FPGA), controllers, microcontrollers, microprocessors, or other electronic components for performing the construction cost computing methods described above.
In another exemplary embodiment, there is also provided a computer-readable storage medium including program instructions which, when executed by a processor, implement the steps of the construction cost calculation method described above. For example, the computer readable storage medium may be the memory 802 including the program instructions described above, which are executable by the processor 801 of the construction cost calculation apparatus 800 to perform the construction cost calculation method described above.
Example 4:
corresponding to the above method embodiment, there is also provided a readable storage medium in this embodiment, and a readable storage medium described below and a construction cost calculation method described above may be referred to correspondingly with each other.
A readable storage medium having stored thereon a computer program which, when executed by a processor, implements the steps of the construction cost calculation method of the above method embodiment.
The readable storage medium may be a usb disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (Random Access Memory, RAM), a magnetic disk, or an optical disk, and the like.
The above description is only of the preferred embodiments of the present invention and is not intended to limit the present invention, but various modifications and variations can be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
The foregoing is merely illustrative of the present invention, and the present invention is not limited thereto, and any person skilled in the art will readily recognize that variations or substitutions are within the scope of the present invention. Therefore, the protection scope of the invention is subject to the protection scope of the claims.
Claims (4)
1. A construction cost calculation method, characterized by comprising:
acquiring an engineering quantity list corresponding to each scale section of the railway bridge;
traversing the engineering quantity list to obtain sub-item codes of each procedure included in each scale segment;
identifying sub-object codes of each procedure in each objective segment to obtain rules correspondingly configured for each procedure in each objective segment, wherein the configured rules are used for calculating the corresponding completion amount of each procedure;
analyzing rules which are included in each punctuation and are configured corresponding to each procedure, and obtaining a calculation mode corresponding to the procedure;
calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment;
calculating the construction cost of each standard construction unit of the railway bridge according to the completion amount of each procedure included in each standard;
analyzing the rule configured corresponding to each procedure included in each punctuation to obtain a calculation mode corresponding to the procedure, wherein the calculation mode comprises the following steps:
judging according to rules correspondingly configured for each process included in each scale section to obtain engineering quantity sources of each process;
judging a calculation mode corresponding to a working procedure according to the engineering quantity source of each working procedure, wherein if the engineering quantity source of the working procedure is a working procedure report, acquiring a BIM model of the railway bridge, wherein the BIM model of the railway bridge comprises all information in the whole life cycle process of a construction project of the railway bridge, and calculating the completion quantity of the corresponding working procedure by utilizing the BIM model of the railway bridge; if the engineering quantity source of the working procedure is an engineering item list, calculating the finishing quantity of the corresponding working procedure according to the sub-item code of the working procedure;
the calculating the completion amount of the working procedure according to the calculating mode to obtain the completion amount of each working procedure included in each scale segment comprises the following steps:
acquiring EBS codes corresponding to the working procedures;
determining whether the category information of the procedure is a reinforcing steel bar according to the EBS code corresponding to the procedure, wherein if the category information is the reinforcing steel bar, the finishing amount of the reinforcing steel bar is calculated according to the finishing amount of the concrete, and if the category information is not the reinforcing steel bar, the first test information is determined according to the category information of the procedure;
acquiring the completion amount of a preset component in a BIM model of the railway bridge according to the first report information;
wherein, calculate the completion volume of reinforcing bar according to the completion volume of concrete, include:
acquiring a setting amount of concrete and a setting amount of steel bars, wherein the steel bars are arranged in the concrete;
calculating according to the concrete setting quantity and the steel bar setting quantity of the corresponding part of the concrete to obtain a folding proportion parameter;
identifying EBS codes corresponding to the working procedures to obtain the finished amount of concrete corresponding to the working procedures;
and calculating according to the completion amount of the concrete corresponding to the working procedure and the folding proportion parameter to obtain the completion amount of the steel bar corresponding to the working procedure.
2. A construction cost calculation system, comprising:
the acquisition module is used for acquiring an engineering quantity list corresponding to each scale section of the railway bridge;
the traversing module is used for traversing the engineering quantity list to obtain the sub-item codes of each procedure included in each scale segment;
the identification module is used for identifying the sub-object code of each procedure in each target segment to obtain a rule correspondingly configured for each procedure in each target segment, and the configured rule is used for calculating the completion amount corresponding to each procedure;
the analysis module is used for analyzing the rule correspondingly configured by each procedure included in each punctuation to obtain a calculation mode corresponding to the procedure;
the first calculation module is used for calculating the completion amount of the working procedure according to the calculation mode to obtain the completion amount of each working procedure included in each scale segment;
the second calculation module is used for calculating the construction cost of each standard section construction unit of the railway bridge according to the completion amount of each procedure included in each standard section;
wherein, the analysis module includes:
the judging unit is used for judging according to rules correspondingly configured for each process included in each scale section to obtain engineering quantity sources of each process;
the first processing unit is used for judging a calculation mode corresponding to a working procedure according to the engineering quantity source of each working procedure, wherein if the engineering quantity source of the working procedure is working procedure verification, a BIM model of the railway bridge is obtained, the BIM model of the railway bridge comprises all information in the whole life cycle process of a construction project of the railway bridge, and the BIM model of the railway bridge is utilized to calculate the completion quantity of the corresponding working procedure; if the engineering quantity source of the working procedure is an engineering item list, calculating the finishing quantity of the corresponding working procedure according to the sub-item code of the working procedure;
the first computing module includes:
a first acquisition unit for acquiring EBS codes corresponding to the process steps;
the second processing unit is used for determining whether the class information of the working procedure is the reinforcing steel bar according to the EBS code corresponding to the working procedure, wherein if the class information is the reinforcing steel bar, the finishing amount of the reinforcing steel bar is calculated according to the finishing amount of the concrete, and if the class information is not the reinforcing steel bar, the first report information is determined according to the class information of the working procedure;
the third processing unit is used for acquiring the completion amount of a preset component in the BIM model of the railway bridge according to the first test information;
the second processing unit includes:
the second acquisition unit is used for acquiring the setting quantity of the concrete and the setting quantity of the steel bars, wherein the steel bars are arranged in the concrete;
the fourth processing unit is used for calculating according to the concrete setting quantity and the steel bar setting quantity of the corresponding part of the concrete to obtain a folding proportion parameter;
a fifth processing unit, configured to identify EBS codes corresponding to the procedures, and obtain a finished amount of concrete corresponding to the procedures;
and the sixth processing unit is used for calculating according to the completion amount of the concrete corresponding to the working procedure and the folding proportion parameter to obtain the completion amount of the steel bar corresponding to the working procedure.
3. A construction cost calculating apparatus, comprising:
a memory for storing a computer program;
a processor for implementing the steps of the construction cost calculation method according to claim 1 when executing the computer program.
4. A readable storage medium, characterized by: the readable storage medium has stored thereon a computer program which, when executed by a processor, implements the steps of the construction cost calculation method according to claim 1.
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| CN110378568A (en) * | 2019-06-24 | 2019-10-25 | 中铁四局集团有限公司 | BIM technology-based engineering calculation method and system, computer equipment and readable storage medium |
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