CN112734368A - Engineering cost progress management method, system and storage medium - Google Patents
Engineering cost progress management method, system and storage medium Download PDFInfo
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Abstract
The application relates to a project cost progress management method, a system and a storage medium, relating to the technical field of project cost, solving the problems that the construction task of a project is completed slowly and the project cost is even raised because a person in charge of the next construction procedure notifies not in time, and comprising the following steps: decomposing the construction tasks of the project into a plurality of construction processes according to the construction sequence; constructing a construction time schedule of each construction procedure, and assigning a suitable responsible person for each construction procedure; planning a notification time for notifying next construction procedure assigner in advance; and informing the next construction process assignor according to the planned notification time for informing the next construction process assignor in advance, and sending the notice of the next construction process to a mobile phone of the next construction process assignor in the form of information during notification. The construction efficiency of engineering has been improved to this application, avoids actual cost to surpass the condition emergence of expectation.
Description
Technical Field
The present application relates to the field of engineering cost technologies, and in particular, to a method, a system, and a storage medium for managing an engineering cost progress.
Background
At present, with the acceleration of industrialization and urbanization processes, the construction of buildings becomes a normal state. Before building construction, land parcel bidding is usually required, project cost budget can be carried out in the bidding process, and after construction, the project needs frequent supervision in the whole operation process to avoid delay in the building construction process, so that the actual construction cost exceeds the expected condition.
The existing engineering can be generally divided into a plurality of procedures, and when in construction, different construction procedures can have corresponding responsible persons to carry out related supervision, but only after the current construction procedure is completed, the responsible person of the next construction procedure can be informed.
Aiming at the related technologies, the inventor thinks that the defect that the completion of the construction task of the project is slow and even the construction cost is increased because the next construction procedure responsible person does not inform the responsible person in time exists.
Disclosure of Invention
In order to improve the construction efficiency of a project and avoid the situation that the actual construction cost exceeds the expectation, the application provides a project construction cost progress management method, a system and a storage medium.
In a first aspect, the present application provides a method for managing a project cost progress, which adopts the following technical scheme:
a project cost progress management method comprises the following steps:
decomposing the construction tasks of the project into a plurality of construction processes according to the construction sequence;
constructing a construction time schedule of each construction procedure, and assigning a suitable responsible person for each construction procedure;
planning a notification time for notifying the next construction procedure assigner in advance based on the construction procedure corresponding to the current time interval, the time consumed by the next construction procedure assigner to the site where the construction procedure is located and the time consumed by the preparation work before the next construction procedure is started;
and informing the next construction process assignor according to the planned notification time for informing the next construction process assignor in advance, and sending the notice of the next construction process to a mobile phone of the next construction process assignor in the form of information during notification.
By adopting the technical scheme, the construction task of the project is decomposed into the plurality of construction processes, each construction process is responsible for by a proper responsible person, and when the next construction process responsible person is in turn to follow up, the corresponding responsible person is informed at a proper time in advance, so that the responsible person can be timely arranged and arrive on time, and the attention points of the corresponding processes of the corresponding responsible person can be informed, and the orderly and effective propulsion of the engineering construction work is ensured.
Optionally, the method comprises the following steps of assigning a suitable responsible person for each construction process:
searching the construction procedures and the frequency and the processing success rate of the workers in charge of the corresponding construction procedures from a preset first database in which the construction procedures and the frequency and the processing success rate of the workers in charge of the corresponding construction procedures are stored;
and taking the product of the frequency and the processing success rate of the workers responsible for the corresponding construction procedures as the effective handling capacity of the workers responsible for the corresponding construction procedures, and selecting the workers with the most effective handling capacity as the proper responsible persons of the assigned corresponding construction procedures.
By adopting the technical scheme, the effective treatment capacity of the responsible personnel can be indirectly obtained by combining the frequency and the treatment success rate of the corresponding construction procedure workers, so that the construction experience of the responsible personnel of the construction procedure is simply and effectively judged, and the ordered and effective propulsion of engineering construction work is indirectly ensured.
Optionally, the step of assigning a suitable responsible person for each construction process further comprises the following steps of locating and selecting the construction process worker with the largest effective handling capacity as the assigned suitable responsible person for the corresponding construction process:
if the construction process staff with the most effective handling capacity is a plurality of construction process staff, and the construction process staff with the most effective handling capacity is the responsible person assigned to other construction processes, the responsible person assigned to be responsible for other construction processes is also the responsible person assigned to the construction process.
By adopting the technical scheme, the construction process staff with the most effective handling capacity are more, and the construction process staff with the most effective handling capacity is assigned to the responsible person of other construction processes, so that the person familiar with the construction process of the project is preferentially selected as the responsible person of the corresponding construction process, and the construction work of the project is better guaranteed.
Optionally, the time-consuming acquiring step of the next construction procedure from the assigned personnel to the site of the construction procedure is as follows:
finding out the mobile phone number of the next construction procedure assigner from a preset second database in which the construction procedure assigner and the mobile phone number of the construction procedure assigner are stored;
the method comprises the steps of obtaining the position of a next construction procedure assigner based on a mobile phone number of the next construction procedure assigner, planning the shortest route from the next construction procedure assigner to a preset construction address and obtaining the specific distance of the route by combining a preset construction address, taking the specific route of the route as a dividend, and taking the predicted effective passing rate of the corresponding constructor as a divisor to obtain the time consumed by the constructor to arrive at the site.
By adopting the technical scheme, the time consumed by the next construction procedure assignor to the site of the construction procedure can be effectively analyzed and calculated, so that the accuracy of informing the next construction procedure assignor is indirectly guaranteed.
Optionally, the step of obtaining the expected effective traffic rate of the corresponding constructor is as follows:
finding out the average walking speed and the average parallel vehicle speed of the constructors from a preset third database in which the constructors and the average walking speed and the average parallel vehicle speed of the constructors are stored;
dividing the shortest route from the next construction procedure assigned personnel to a preset construction address into a walking road section and a driving road section;
calculating the walking time consumption of the constructor on the walking road section by taking the distance of the walking road section as a dividend and the average walking speed of the constructor as a divisor; similarly, the distance of the driving road section is used as a dividend, the average driving speed of the constructors is used as a divisor, and the driving time consumption of the constructors is calculated;
and calculating the effective passing rate of the corresponding constructors by taking the specific distance of the shortest route as a dividend and taking the sum of the travelling time and the walking time of the constructors as a divisor.
By adopting the technical scheme, the specific route is divided into the walking road section and the driving road section, and the effective passing speed of the corresponding constructors can be calculated more accurately by combining the average walking speed and the average driving speed of the constructors.
Optionally, the step of acquiring the time consumed by the preparation work before the next construction process is started is as follows:
searching the time consumption of the preparation work before the construction starting and the related preparation work from a preset fourth database which stores the construction working procedures and the time consumption of the preparation work before the corresponding construction starting and the related preparation work;
and adding the time consumption of the related preparation work to be used as the preparation time consumption before the next construction process is started.
By adopting the technical scheme, the preparation work to be done by the construction process responsible personnel after being informed is fully considered, and the preparation can consume certain time, so that the accuracy of informing the corresponding process responsible personnel can be effectively guaranteed by considering the dimension.
Optionally, the notification time of the next construction procedure assigner is set to be time consumption before the next construction procedure is started, and the set time consumption is the sum of time consumption of preparation work before the next construction procedure is started and time consumption of the constructor arriving at the site.
By adopting the technical scheme, the notification time of the next construction procedure assigner is disclosed, the time consumed by preparation work before the next construction procedure is started and the time consumed by the constructor arriving at the site are fully considered, and the accuracy of the notification time of the next construction procedure assigner is further ensured.
Optionally, the steps of obtaining the notice of the next construction process are as follows:
searching all the notices of the construction procedures from a preset fifth database in which the construction procedures and the notices of the corresponding construction procedures are stored;
searching the frequency of the carelessness of the constructors in different notices from a preset sixth database in which the constructors and the frequency of the carelessness of the corresponding constructors in different notices are stored;
at least sorting the notices from top to bottom according to the frequency of carelessness of the constructors in different notices, and arranging the rest notices one by one.
By adopting the technical scheme, the carelessness of the constructor to some cautions is considered, and the cautions are reasonably sequenced, so that the constructor is better reminded, and the condition that the constructor neglects some frequently-committed cautions is avoided.
In a second aspect, the present application provides a project cost progress management system, which adopts the following technical scheme:
a construction cost progress management system comprising a memory, a processor and a program stored on said memory and executable on said processor, said program being capable of being loaded and executed by said processor to perform a construction cost progress management method as claimed in any one of the preceding claims
By adopting the technical scheme, the construction task of the project is decomposed into the plurality of construction processes by calling the program, each construction process is responsible for by a proper responsible person, and when the next construction process responsible person follows up, the corresponding responsible person is informed at a proper time in advance, so that the responsible person can be timely arranged and arrive on time, and the attention points of the corresponding processes of the corresponding responsible person can be informed, and the orderly and effective propulsion of the engineering construction work is ensured.
In a third aspect, the present application provides a computer storage medium, which adopts the following technical solutions:
a computer storage medium comprising a program that is capable of being loaded and executed by a processor to implement a project cost progress management method according to any one of the preceding claims.
By adopting the technical scheme, the construction task of the project is decomposed into the plurality of construction processes by calling the program, each construction process is responsible for by a proper responsible person, and when the next construction process responsible person follows up, the corresponding responsible person is informed at a proper time in advance, so that the responsible person can be timely arranged and arrive on time, and the attention points of the corresponding processes of the corresponding responsible person can be informed, and the orderly and effective propulsion of the engineering construction work is ensured.
To sum up, the beneficial technical effect of this application does:
1. the method has the advantages that the responsible person in the next process is effectively informed in advance to prepare, so that the ordered and effective promotion of the project is guaranteed;
2. the method effectively considers that the responsible person of the next process can neglect the attention items which are usually done by the responsible person when the supervision is implemented, and can also inform the responsible person in place in time.
Drawings
Fig. 1 is a schematic diagram illustrating the overall steps of the project cost progress management method.
Fig. 2 is a detailed step diagram of step S200 in fig. 1.
Fig. 3 is a schematic diagram of specific steps of assigning a suitable person in charge for each construction process, which are mentioned in step S300 in fig. 1.
Fig. 4 is a schematic diagram of a specific acquisition step of the predicted effective traffic rate of the corresponding constructor mentioned in step S3b0 of fig. 3.
FIG. 5 is a step of acquiring the time-consuming preparation before the next construction process is started, which is mentioned in step S300 of FIG. 3
Fig. 6 is a schematic diagram of a specific acquisition step of the notice of the next construction process mentioned in step S400 in fig. 1.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
Referring to fig. 1, a construction cost progress management method disclosed in the present application includes steps S100 to S400.
In step S100, the construction task of the project is divided into a plurality of construction processes in the construction order.
For example, the construction engineering of the permeable pavement in sponge city construction can be decomposed into 3 construction processes, wherein the first construction process is as follows: the construction site reaches a 'flat tee', namely, the construction site is flat, water-through, electric-through and road-through, the construction site meets the raw material stacking condition, the equipment installation is finished, and the approach of a construction machine meets the construction requirement; a second construction process: the construction of the bottom layer and the base layer reaches the designed elevation, and the base layer is rolled and leveled; a third construction process: and (5) entering the construction site for constructors.
In step S200, a construction time schedule for each construction process is constructed, and a suitable person in charge for each construction process is assigned.
For example, according to the first construction process exemplified in step S100, the time period can be from 8 am of the current month No. 1 to 5 pm of the current month No. 3.
Referring to fig. 2, specifically, step S200 may be divided into steps S210 to S230.
In step S210, the construction process and the frequency and the success rate of the worker responsible for the corresponding construction process are searched from a preset first database in which the construction process and the frequency and the success rate of the worker responsible for the corresponding construction process are stored.
In step S220, the product of the frequency and the success rate of the processing of the worker responsible for the corresponding construction process is used as the effective throughput of the worker responsible for the corresponding construction process, and the worker responsible for the construction process with the largest effective throughput is selected as the assigned worker responsible for the corresponding construction process.
In step S230, if there are a plurality of construction process workers with the most effective processing amount and there is a person responsible for other construction processes, the person responsible for other construction processes is also the person responsible for the construction process.
For example, if a worker in a construction process is a worker in a first construction process, another worker in a construction process is a worker in a second construction process, the effective throughput of the worker in the first construction process is 4, the success rate is 80%, the effective throughput of the worker in the second construction process is 3, and the success rate is 90%, the effective value of the worker in the first construction process exceeds that of the worker in the second construction process, and the worker in the first construction process is assigned as the responsible worker of the construction process.
In step S300, a notification time for notifying the next construction process assignor in advance is planned based on the construction process corresponding to the current time period, the time consumed by the next construction process assignor to the site where the construction process is located, and the time consumed by the preparation work before the next construction process is started.
Referring to fig. 3, the time taken for the next construction process assigning personnel to the site of the construction process in step S300 can be divided into steps S3a0 to S3b 0.
In step S3a0, the mobile phone number of the next construction process assignor is found from a preset second database in which the construction process assignor and the mobile phone number of the construction process assignor are stored.
In step S3b0, the location of the next construction process assignor is obtained based on the mobile phone number of the next construction process assignor, and the shortest route from the next construction process assignor to the preset construction address is planned and the specific distance of the route is obtained by combining the preset construction address, and the time consumed by the constructor to arrive at the site is obtained by taking the specific route of the route as the dividend and the predicted effective traffic rate of the corresponding constructor as the divisor.
The step S3b0 of obtaining the location of the next construction process assignor based on the mobile phone number of the next construction process assignor is mainly implemented by a mobile phone tracker, and the location of the next construction process assignor can be obtained by inputting the mobile phone number of the next construction process assignor into the mobile phone tracker.
The planning of the shortest route from the next construction process assignor to the preset construction address and the obtaining of the specific distance of the route, which are mentioned in step S3b0, are mainly implemented by a route planner.
Referring to fig. 4, in detail, the acquiring step of the expected effective traffic rate of the corresponding constructor mentioned at the step S3b0 may be divided into steps S3ba to S3 bd.
In step S3ba, the average walking speed and the average traveling speed of the constructor are found from a preset third database in which the average walking speed and the average traveling speed of the constructor are stored.
In step S3bb, the shortest route from the next construction process assigning person to the preset construction address is divided into a walking link and a driving link.
In step S3bc, the walking time of the constructor on the walking link is calculated by using the distance of the walking link as a dividend and the average walking speed of the constructor as a divisor; similarly, the distance of the driving road section is used as a dividend, the average driving speed of the constructors is used as a divisor, and the driving time consumption of the constructors is calculated.
In step S3bd, the effective traffic rate of the corresponding constructor is calculated by using the specific distance of the shortest route as a dividend and the sum of the traveling time and the walking time of the constructor as a divisor.
For example, if the walking road section is 1 km, the driving distance is 10 km, the walking distance of the constructor is 4 km/h, and the driving speed is 50 km/h, the walking time of the constructor is 0.25 h, the driving speed is 0.2 h, the total distance is 11 km, the total time consumption is 0.45 h, and the effective passing speed of the corresponding constructor is 24.4 km/h.
Referring to fig. 5, the acquisition step of the time taken for preparation work before the next construction process is started, which is referred to in step S300, may be divided into steps S3a0 through S3B 0.
In step S3a0, the time consumption of the preparation work before the construction is started and the related preparation work is found from a preset fourth database storing the construction procedures and the time consumption of the preparation work before the construction is started and the related preparation work.
In step S3B0, the time taken for the relevant preparation work is added as the preparation time taken before the next construction process is started.
For example, the preparation work may be a notification time for a construction process person to notify the relevant person that the relevant material or work is brought.
The notification time of the next construction process assigner mentioned in step S300 is the set time consumption before the next construction process is started, and the set time consumption is the sum of the preparation time consumption before the next construction process is started and the time consumption when the constructor arrives at the site.
For example, if it takes 0.45 hours for the constructor to arrive at the site and 0.1 hour for the preparation work before the start, the time is set to 0.55 hour.
In step S400, the next construction process assignor is notified according to the planned notification timing for notifying the next construction process assignor in advance, and the notice of the next construction process is sent to the mobile phone of the next construction process assignor in the form of information at the time of notification.
Specifically, the step S400 is mainly implemented by a short message reminder in the mobile phone that sends the information to the next construction procedure assignor.
Referring to fig. 6, the step of acquiring the notice of the next construction process mentioned in step S400 may be divided into steps S4a0 to S4c 0.
In step S4a0, all the notes of the construction process are searched from a preset fifth database in which the construction process and the notes of the corresponding construction process are stored.
For example, the caution item of the construction process mentioned in step S4a0 may be that the collected water in the service range of the sponge facility firstly enters the sponge facility, and the rainwater beyond the absorption of the sponge facility overflows into the rainwater pipeline or enters into the river channel, etc. Rainwater in the service range is forbidden to be directly discharged into a rainwater pipeline without passing through a sponge facility.
In step S4b0, the frequency of the different negligence of the constructor is found from a preset sixth database storing the constructor and the frequency of the different negligence of the constructor.
In step S4c0, the construction personnel at least sort the notes from top to bottom according to the frequency of negligence of different notes, and arrange the rest notes after each other.
For example, if the careless frequency of the constructor in the first note is 3 and the careless frequency of the second note is 2, the notes are listed above the second note to better attract the attention of the constructor.
An embodiment of the present invention provides a computer-readable storage medium, which includes a program capable of being loaded and executed by a processor to implement any one of the methods shown in fig. 1-6.
The computer-readable storage medium includes, for example: various media capable of storing program codes, such as a usb disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk, or an optical disk.
Based on the same inventive concept, an embodiment of the present invention provides a construction cost progress management system, which includes a memory and a processor, wherein the memory stores a program that can be executed on the processor to implement any one of the methods shown in fig. 1 to fig. 6.
It will be clear to those skilled in the art that, for convenience and simplicity of description, the foregoing division of the functional modules is merely used as an example, and in practical applications, the above function distribution may be performed by different functional modules according to needs, that is, the internal structure of the device is divided into different functional modules to perform all or part of the above described functions. For the specific working processes of the system, the apparatus and the unit described above, reference may be made to the corresponding processes in the foregoing method embodiments, and details are not described here again.
In the several embodiments provided in the present application, it should be understood that the disclosed system, apparatus and method may be implemented in other manners. For example, the above-described apparatus embodiments are merely illustrative, and for example, a module or a unit may be divided into only one logical function, and may be implemented in other ways, for example, a plurality of units or components may be combined or integrated into another system, or some features may be omitted, or not executed. In addition, the shown or discussed mutual coupling or direct coupling or communication connection may be an indirect coupling or communication connection through some interfaces, devices or units, and may be in an electrical, mechanical or other form.
Units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
In addition, functional units in the embodiments of the present application may be integrated into one processing unit, or each unit may exist alone physically, or two or more units are integrated into one unit. The integrated unit can be realized in a form of hardware, and can also be realized in a form of a software functional unit.
The integrated unit, if implemented in the form of a software functional unit and sold or used as a stand-alone product, may be stored in a computer readable storage medium. Based on such understanding, the technical solution of the present application may be substantially implemented or contributed by the prior art, or all or part of the technical solution may be embodied in a software product, which is stored in a storage medium and includes instructions for causing a computer device (which may be a personal computer, a server, a network device, or the like) or a processor (processor) to execute all or part of the steps of the method according to the embodiments of the present application. And the aforementioned storage medium includes: u disk, removable hard disk, read only memory, random access memory, magnetic or optical disk, etc. for storing program codes.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (10)
1. A project cost progress management method is characterized by comprising the following steps:
decomposing the construction tasks of the project into a plurality of construction processes according to the construction sequence;
constructing a construction time schedule of each construction procedure, and assigning a suitable responsible person for each construction procedure;
planning a notification time for notifying the next construction procedure assigner in advance based on the construction procedure corresponding to the current time interval, the time consumed by the next construction procedure assigner to the site where the construction procedure is located and the time consumed by the preparation work before the next construction procedure is started;
and informing the next construction process assignor according to the planned notification time for informing the next construction process assignor in advance, and sending the notice of the next construction process to a mobile phone of the next construction process assignor in the form of information during notification.
2. The construction cost progress management method according to claim 1, wherein the step of assigning a person in charge who is appropriate for each construction process:
searching the construction procedures and the frequency and the processing success rate of the workers in charge of the corresponding construction procedures from a preset first database in which the construction procedures and the frequency and the processing success rate of the workers in charge of the corresponding construction procedures are stored;
and taking the product of the frequency and the processing success rate of the workers responsible for the corresponding construction procedures as the effective handling capacity of the workers responsible for the corresponding construction procedures, and selecting the workers with the most effective handling capacity as the proper responsible persons of the assigned corresponding construction procedures.
3. The project cost progress management method according to claim 2, characterized in that: the step of assigning a suitable responsible person for each construction process further comprises the steps of locating and selecting the most efficient handling of the construction process workers therein as the assigned suitable responsible person for the respective construction process, followed by:
if the construction process staff with the most effective handling capacity is a plurality of construction process staff, and the construction process staff with the most effective handling capacity is the responsible person assigned to other construction processes, the responsible person assigned to be responsible for other construction processes is also the responsible person assigned to the construction process.
4. The construction cost progress management method according to claim 3, wherein the time-consuming acquisition step of assigning a worker to the site of the construction process for the next construction process is as follows:
finding out the mobile phone number of the next construction procedure assigner from a preset second database in which the construction procedure assigner and the mobile phone number of the construction procedure assigner are stored;
the method comprises the steps of obtaining the position of a next construction procedure assigner based on a mobile phone number of the next construction procedure assigner, planning the shortest route from the next construction procedure assigner to a preset construction address and obtaining the specific distance of the route by combining a preset construction address, taking the specific route of the route as a dividend, and taking the predicted effective passing rate of the corresponding constructor as a divisor to obtain the time consumed by the constructor to arrive at the site.
5. The construction cost progress management method according to claim 4, wherein the predicted effective passing rate of the corresponding constructor is obtained by the steps of:
finding out the average walking speed and the average parallel vehicle speed of the constructors from a preset third database in which the constructors and the average walking speed and the average parallel vehicle speed of the constructors are stored;
dividing the shortest route from the next construction procedure assigned personnel to a preset construction address into a walking road section and a driving road section;
calculating the walking time consumption of the constructor on the walking road section by taking the distance of the walking road section as a dividend and the average walking speed of the constructor as a divisor; similarly, the distance of the driving road section is used as a dividend, the average driving speed of the constructors is used as a divisor, and the driving time consumption of the constructors is calculated;
and calculating the effective passing rate of the corresponding constructors by taking the specific distance of the shortest route as a dividend and taking the sum of the travelling time and the walking time of the constructors as a divisor.
6. The construction cost progress management method according to claim 1, wherein the step of obtaining the time-consuming preparation work before the next construction process is started is as follows:
searching the time consumption of the preparation work before the construction starting and the related preparation work from a preset fourth database which stores the construction working procedures and the time consumption of the preparation work before the corresponding construction starting and the related preparation work;
and adding the time consumption of the related preparation work to be used as the preparation time consumption before the next construction process is started.
7. The project cost progress management method according to claim 6, characterized by: the notification time of the next construction procedure assigner is set to be the set time consumption before the next construction procedure is started, and the set time consumption is the sum of the time consumption of preparation work before the next construction procedure is started and the time consumption of the constructor arriving at the site.
8. The project cost progress management method according to claim 1, characterized by: the method comprises the following steps of:
searching all the notices of the construction procedures from a preset fifth database in which the construction procedures and the notices of the corresponding construction procedures are stored;
searching the frequency of the carelessness of the constructors in different notices from a preset sixth database in which the constructors and the frequency of the carelessness of the corresponding constructors in different notices are stored;
at least sorting the notices from top to bottom according to the frequency of carelessness of the constructors in different notices, and arranging the rest notices one by one.
9. A project cost progress management system is characterized in that: comprising a memory, a processor and a program stored on said memory and executable on said processor, said program being capable of being loaded and executed by said processor to implement the project cost progress management method according to any one of claims 1 to 8.
10. A computer storage medium, characterized in that: a program capable of being loaded and executed by a processor to implement the project cost progress management method according to any one of claims 1 to 8.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202011632437.9A CN112734368A (en) | 2020-12-31 | 2020-12-31 | Engineering cost progress management method, system and storage medium |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202011632437.9A CN112734368A (en) | 2020-12-31 | 2020-12-31 | Engineering cost progress management method, system and storage medium |
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Cited By (1)
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| CN114897421A (en) * | 2022-06-06 | 2022-08-12 | 深圳大学 | Method, system and storage medium for deep foundation pit excavation and construction safety early warning |
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