CN115860429B - Pipe network construction management method and system based on label two-dimension code - Google Patents
Pipe network construction management method and system based on label two-dimension code Download PDFInfo
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Abstract
The invention discloses a pipe network construction management method and system based on a label two-dimensional code, wherein the method comprises the following steps: and acquiring design data of pipe network project engineering, analyzing the design data to acquire construction connection component information, carrying out PBS (phosphate buffer solution) engineering structure decomposition coding on the pipe network project engineering and the construction connection component information, generating a component two-dimensional code according to a coding result, acquiring filling material information of a provider for construction materials, generating a material two-dimensional code according to the filling material information, and supervising the construction process and the construction quality according to a scanning result of the constructor for the component two-dimensional code and the material two-dimensional code. The construction method has the advantages that constructors can scan the two-dimension codes of the materials in real time in the construction process to determine whether the specification parameters of each installation pipe network meet the design requirements, indirect construction data acquisition and design data comparison can be achieved, the construction stability and accuracy of engineering are guaranteed, and efficient management can be carried out in the construction process.
Description
Technical Field
The invention relates to the technical field of information identification, in particular to a pipe network construction management method and system based on a label two-dimensional code.
Background
At present, yangtze river protection is an huge system engineering, including comprehensive treatment of sewage treatment plants, drainage pipe networks, river and lake water bodies, coastal zone treatment and other plants, and has the advantages of various projects, multiple points, multiple lines, wide long-range and great difficulty in project construction management. Especially, the drainage pipe network project has the advantages of large engineering quantity, complex conditions and strong systematic requirements, and generally relates to coordination and information interaction among a plurality of suppliers, participating units and government related departments and reasonable connection between new and old pipe networks.
Disclosure of Invention
Aiming at the problems shown above, the invention provides a pipe network construction management method and system based on a tag two-dimensional code, which are used for solving the problems that a construction unit in the background art is constructed in a traditional mode, field construction data cannot be acquired in real time, and therefore, the comparison of the field construction data and design data cannot be carried out, and the management work of a pipe network in the construction process is greatly hindered.
A pipe network construction management method based on a label two-dimensional code comprises the following steps:
obtaining design data of pipe network project engineering, and analyzing the design data to obtain construction connection component information;
performing PBS engineering structure decomposition coding on the pipe network project engineering and construction connection part information, and generating a part two-dimensional code according to a coding result;
acquiring filling material information of a provider for construction materials and generating a material two-dimensional code according to the filling material information;
and supervising the construction process and the construction quality according to the scanning results of the constructors on the two-dimension codes of the parts and the two-dimension codes of the materials.
Preferably, before the design data of the pipe network project is obtained and the construction connection component information is obtained by analyzing the design data, the method further comprises the steps of:
acquiring a design scheme of the pipe network project engineering from a design unit terminal, and calling pipe network static design data and pipe network dynamic design data from a preset database according to the design scheme;
generating an expected pipe network model corresponding to pipe network project engineering according to the pipe network static design data and the pipe network dynamic design data based on a preset pipe network flow equation and a pipe network energy equation and a pipe network connectivity equation;
Comparing the first design index of the expected pipe network model with the second design index of the design scheme to obtain a comparison result;
and determining whether the design scheme is feasible or not according to the comparison result, if so, acquiring the design data of the pipe network project engineering according to the design scheme, and if not, sending a prompt of unreasonable design scheme to the design unit terminal.
Preferably, the obtaining the design data of the pipe network project engineering, analyzing the design data to obtain the construction connection component information includes:
obtaining a design blueprint of the pipe network project engineering, and obtaining pipe network connection structure information and structure parameter information according to the design blueprint;
integrating and associating the connection structure information and the structure parameter information to obtain design data of pipe network project engineering;
acquiring pipe network component type information and specification information according to the connection structure information and the structure parameter information;
and confirming the pipe network part type information and the specification information as construction connection part information.
Preferably, the PBS construction structure decomposition encoding is performed on the pipe network project engineering and construction connection component information, and the component two-dimensional code is generated according to the encoding result, including:
Acquiring a primary membership engineering and a secondary membership engineering of the pipe network project engineering and a total membership engineering;
the same primary membership engineering and the same secondary membership engineering of the pipe network project engineering and the total membership engineering are subjected to structural decomposition coding by adopting 7 sections of 22-bit PBS (phosphate buffered saline) engineering, so that a coding result is obtained;
importing the construction part information into the coding result to obtain initial part design data;
and generating the component two-dimensional code according to the initial component design data.
Preferably, the obtaining the filling material information of the construction material from the supplier and generating the material two-dimensional code according to the filling material information includes:
acquiring a preset number of material statistics indexes, and generating a standard style filling material table according to the preset number of material statistics indexes;
determining basic information of construction materials, and filling a standard style filling material table according to the basic information to generate a construction material filling table;
transmitting the construction material filling report to a terminal where a provider is located and receiving filling pipe material information fed back by the provider;
creating a basic two-dimensional code, and importing the material information of the filled pipe of the construction materials into the basic two-dimensional code to generate the material two-dimensional code of each construction material.
Preferably, the monitoring of the construction process and the construction quality according to the scanning result of the constructor on the two-dimension code of the component and the two-dimension code of the material includes:
responding to the two-code one-sweep operation of a constructor on the two-dimension code of the component and the two-dimension code of the material by a preset app, and acquiring a scanning result;
correlating pipe network design component information with pipe network material information according to the scanning result;
judging whether the specification and model of the pipe network construction material and the construction position meet the pipe network design requirement or not, and acquiring a judging result;
monitoring the construction process and the construction quality according to the judgment result;
if the judging result is that the specification type of the pipe network construction material does not meet the pipe network design requirement, the construction quality is judged to be unqualified, if the judging result is that the specification type of the pipe network construction material completely meets the pipe network design requirement, the construction quality is judged to be qualified, if the judging result is that the construction position of the pipe network construction material does not meet the pipe network design, the construction process is judged to be unqualified, and if the judging result is that the construction position of the pipe network construction material completely meets the pipe network design, the construction process is judged to be qualified.
Preferably, the method further comprises:
after responding to the two-code one-sweep operation of the constructor on the two-dimension code of the component and the two-dimension code of the material by the preset app, acquiring the sweep distance of the constructor and the registration information of the preset constructor;
Judging whether each construction code scanning distance is within a respective working range according to the construction code scanning distance and preset personnel registration information, and acquiring a judging result;
generating daily constructor attendance statistical results of the construction site according to the judging result, and uploading the constructor attendance statistical results to an engineering project management server;
and pasting the material two-dimensional codes onto each pipe network construction material, acquiring the traceability information of each pipe network construction material through a scanning program of a prisoner on the material two-dimensional codes, and uploading the traceability information to a terminal where a prison unit is located so as to carry out completion acceptance inspection.
Preferably, the method further comprises:
if any one of the construction process and the construction quality does not meet the design requirement, automatically sending out an early warning prompt;
acquiring and preprocessing construction key procedure images shot by constructors, and sending the preprocessed construction key procedure images to a mobile phone terminal of a supervision staff for rechecking to acquire rechecking results;
if the rechecking result is correct, starting a checking flow to finally check the construction key procedure image to obtain a checking result;
and evaluating whether the construction key procedure is reasonable or not according to the auditing result.
Preferably, before the response constructor obtains the scanning result through the two-code one-scan operation of the preset app on the two-dimensional code of the component and the two-dimensional code of the material, the method further comprises:
encrypting the material two-dimensional code and the component two-dimensional code;
generating a double authentication code based on the encrypted material two-dimensional code and the component two-dimensional code scanned by a constructor by using a preset app;
and decrypting the encrypted material two-dimensional code and the encrypted component two-dimensional code by using the dual authentication code, and acquiring storage data corresponding to the material two-dimensional code and the component two-dimensional code from the material two-dimensional code and the component two-dimensional code after the decryption is successful.
A pipe network construction management system based on a label two-dimensional code, the system comprises:
the analysis module is used for acquiring design data of pipe network project engineering and analyzing the design data to acquire construction connection component information;
the first generation module is used for carrying out PBS engineering structure decomposition coding on the pipe network project engineering and construction connection part information, and generating a part two-dimensional code according to a coding result;
the second generation module is used for acquiring filling material information of the construction material from the suppliers and generating a material two-dimensional code according to the filling material information;
and the supervision module is used for supervising the construction process and the construction quality according to the scanning results of the constructors on the two-dimension codes of the parts and the two-dimension codes of the materials.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention. The objectives and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description and drawings.
The technical scheme of the invention is further described in detail through the drawings and the embodiments.
Drawings
The accompanying drawings are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate the invention and together with the embodiments of the invention, serve to explain the invention.
FIG. 1 is a workflow diagram of a pipe network construction management method based on a tag two-dimensional code provided by the invention;
FIG. 2 is another workflow diagram of a pipe network construction management method based on a tag two-dimensional code provided by the invention;
FIG. 3 is a further workflow diagram of a pipe network construction management method based on a tag two-dimensional code provided by the invention;
fig. 4 is a schematic structural diagram of a pipe network construction management system based on a tag two-dimensional code.
Detailed Description
Reference will now be made in detail to exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, the same numbers in different drawings refer to the same or similar elements, unless otherwise indicated. The implementations described in the following exemplary examples are not representative of all implementations consistent with the present disclosure. Rather, they are merely examples of apparatus and methods consistent with some aspects of the present disclosure as detailed in the accompanying claims.
At present, yangtze river protection is an huge system engineering, including comprehensive treatment of sewage treatment plants, drainage pipe networks, river and lake water bodies, coastal zone treatment and other plants, and has the advantages of various projects, multiple points, multiple lines, wide long-range and great difficulty in project construction management. Especially, the drainage pipe network project has the advantages of large engineering quantity, complex conditions and strong systematic requirements, and generally relates to coordination and information interaction among a plurality of suppliers, participating units and government related departments and reasonable connection between new and old pipe networks. In order to solve the problems, the embodiment discloses a pipe network construction management method based on a label two-dimensional code.
A pipe network construction management method based on a label two-dimensional code, as shown in figure 1, comprises the following steps:
s101, obtaining design data of pipe network project engineering, and analyzing the design data to obtain construction connection component information;
Step S102, PBS engineering structure decomposition coding is carried out on the pipe network project engineering and construction connection part information, and a part two-dimensional code is generated according to a coding result;
step S103, acquiring filling material information of a provider for construction materials and generating a material two-dimensional code according to the filling material information;
and step S104, supervising the construction process and the construction quality according to the scanning results of the constructors on the two-dimension codes of the parts and the two-dimension codes of the materials.
In this embodiment, the design data is represented as pipe network component connection design information and design information such as length, camber, connection structure, etc. of the pipe network project;
in the embodiment, the component two-dimensional code is represented as a statistical two-dimensional code of project engineering and position of the pipe network component;
in this embodiment, the material two-dimensional code is expressed as a two-dimensional code containing material summary information of the construction material.
The working principle of the technical scheme is as follows: and acquiring design data of pipe network project engineering, analyzing the design data to acquire construction connection component information, carrying out PBS (phosphate buffer solution) engineering structure decomposition coding on the pipe network project engineering and the construction connection component information, generating a component two-dimensional code according to a coding result, acquiring filling material information of a provider for construction materials, generating a material two-dimensional code according to the filling material information, and supervising the construction process and the construction quality according to a scanning result of the constructor for the component two-dimensional code and the material two-dimensional code.
The beneficial effects of the technical scheme are as follows: through storing the design data of pipe network project engineering in a two-dimensional code manner, the information of pipe network component materials is stored in a two-dimensional code manner, so that constructors can scan the two-dimensional code of the materials in real time in the construction process to determine whether the specification parameters of each installation pipe network meet the design requirements, indirect construction data acquisition and design data comparison can be realized, the construction stability and the accuracy of the engineering are guaranteed, efficient management can be performed in the construction process, the problem that construction units in the prior art are constructed in a traditional manner, on-site construction data cannot be acquired in real time, on-site construction data cannot be compared with the design data, and management work of the pipe network in the construction process is greatly hindered is solved.
In one embodiment, as shown in fig. 2, before the design data of the pipe network project is acquired and the construction connection component information is acquired by analyzing the design data, the method further includes:
step S201, acquiring a design scheme of the pipe network project engineering from a design unit terminal, and calling pipe network static design data and pipe network dynamic design data from a preset database according to the design scheme;
Step S202, generating an expected pipe network model corresponding to pipe network project engineering according to the pipe network static design data and the pipe network dynamic design data based on a preset pipe network flow equation and a pipe network energy equation and a pipe network connectivity equation;
step 203, comparing the first design index of the expected pipe network model with the second design index of the design scheme to obtain a comparison result;
and step S204, determining whether the design scheme is feasible or not according to the comparison result, if so, acquiring the design data of the pipe network project engineering according to the design scheme, and if not, sending a prompt of unreasonable design scheme to the design unit terminal.
In this embodiment, the static design data of the pipe network is represented as static setting data such as caliber of the pipe network;
in this embodiment, the pipe network dynamic design data is represented as connection structure data between pipe networks, or the like.
The beneficial effects of the technical scheme are as follows: by constructing the expected pipe network model corresponding to the pipe network project engineering and further determining the consistency of the design index of the pipe network project engineering and the design index of the design scheme, whether the design scheme is feasible or not can be estimated, the reliability and the feasibility estimation work of the design scheme can be realized before construction, and the stability is further improved.
In this embodiment, generating the expected pipe network model corresponding to the pipe network project engineering based on the preset pipe network flow equation, the pipe network energy equation and the pipe network connectivity equation according to the pipe network static design data and the pipe network dynamic design data includes:
performing solid modeling according to the pipe network static design data and the pipe network dynamic design data by adopting a control volume method and pipe network disassembly flow properties to obtain a modeling result;
determining boundary parameters and position parameters of each connecting pipe network structure according to the modeling result;
numbering each connecting pipe network according to boundary parameters and position parameters of each connecting pipe network structure;
generating a pipe network design simulation diagram of a pipe network project according to boundary parameters, position parameters and numbers of each connecting pipe network structure, and generating a pipe network parameterized data card file based on the pipe network design simulation diagram;
substituting pipe network connection structure parameters of pipe network project engineering into a preset pipe network connectivity equation to determine pipe network size reference information of pipe network connection;
substituting pipe network connection structure parameters of pipe network project engineering into the preset pipe network flow equation to determine pipe network space reference information of pipe network connection;
generating a pipe network three-dimensional model by utilizing the pipe network parameterized data card file, the spatial reference information of pipe network connection and the pipe network size reference information;
Based on a preset scheme of pipe network step connection, constructing a dynamic regulation and control frame of a pipe network design structure;
constructing a plurality of regulation schemes of the pipe network structure according to the dynamic regulation frame of the pipe network design structure;
constructing an optimization solving mode of each regulation scheme for the pipe network three-dimensional model, solving the optimization solving mode of each regulation scheme for the pipe network three-dimensional model based on a collaborative optimization algorithm, and generating a multi-objective pipe network collaborative work optimization model according to a solving result;
optimizing the pipe network three-dimensional model by utilizing the multi-target pipe network collaborative work optimization model to obtain an optimized pipe network three-dimensional model;
and confirming the optimized pipe network three-dimensional model as an expected pipe network model corresponding to the pipe network project engineering.
In this embodiment, the control volume method is represented as a volume controllable method for connecting the pipe network to the overall structure;
in this embodiment, the pipe network disassembly flow attribute is expressed as a flow variation attribute of an assembly fluid of disassembly work of the pipe network under different connection structures;
in this embodiment, the modeling result is represented as a 3D visual construction model of the pipe network project engineering;
in this embodiment, the boundary parameters of the connection pipe network structure are expressed as boundary description parameters between the interconnection structures of the pipe networks;
In this embodiment, the pipe network parameterized data card file is represented as a comprehensive data summary file such as a structure and a length between designed pipe networks;
in this embodiment, the pipe network space reference information is represented as space volume information occupied by the whole pipe network structure;
in this embodiment, the dynamic regulation framework is represented as an adaptive change framework of various other adjustable pipe network structures based on an unregulated pipe network structure;
in this embodiment, the multi-objective pipe network collaborative work optimization model is represented as a structural optimization model for designing a pipe network connection structure to keep collaborative work under different regulation and control schemes.
The beneficial effects of the technical scheme are as follows: the three-dimensional model of the pipe network can be accurately constructed according to scale information and specification information of a pipe network design structure and specific parameters of an accurate connection structure by utilizing the space reference information and pipe network size reference information of the pipe network parameterized data card file and pipe network connection, so that the model construction is more accurate, the practicability is improved, and further, the model precision can be further ensured by optimizing the three-dimensional model by constructing a structure optimization model, and the model reference degree and reliability are improved.
In this embodiment, based on a predetermined scheme of pipe network step connection, a dynamic regulation and control framework of a pipe network design structure is constructed, including:
determining an adjustable pipe network connection structure and an unadjustable pipe network connection structure according to a preset scheme of pipe network step connection;
obtaining the structure connection complexity corresponding to each adjustable pipe network connection structure, the length of a structure pipeline and the inner diameter of a pipe network;
acquiring an adjustment parameter interval of each adjustable pipe network connection structure, and determining the maximum speed of loading fluid in the adjusted pipe network connection structure according to the adjustment parameter interval;
according to the corresponding structure connection complexity of each adjustable pipe network connection structure, the length of the structural pipeline, the inner diameter of the pipe network and the maximum speed of fluid loading in the pipe network connection structure after the adjustment of the adjustable pipe network connection structure, the pressure drop of each adjustable pipe network connection structure before and after the adjustment is calculated:
wherein F is i Represented as pressure drop, alpha, of the ith adjustable pipe network connection structure before and after adjustment i Pipeline friction coefficient represented as ith adjustable pipe network connection structure, Q i1 Represented as maximum rate of fluid loading in the conditioned ith pipe network connection, Q i2 Denoted as maximum speed of fluid loading in the ith pipe network connection structure before tuning, d i The pipe network inner diameter expressed as the ith pipe network connection structure S i Structural pipe length expressed as i-th pipe network connection structure, ρ i Denoted as corrected density of fluid charge in the ith pipe network connection, A i The structure connection complexity corresponding to the ith adjustable pipe network connection structure is expressed;
confirming a first adjustable pipe network connection structure with the pressure drop being greater than or equal to a preset threshold as an unadjustable pipe network connection structure;
and constructing a dynamic regulation and control framework of the pipe network design structure according to the association relation between the remaining second adjustable pipe network connection structure and the non-adjustable pipe network connection structure.
The beneficial effects of the technical scheme are as follows: the pressure drop of each adjustable pipe network connection structure before and after adjustment can be intuitively evaluated according to the parameter change before and after adjustment and the structural parameter of the connection structure, so that the adjustment feasibility of each adjustable pipe network structure is accurately evaluated, the pipe network connection structure is rapidly and accurately distinguished, a foundation is laid for subsequent work, and the practicability is further improved.
In one embodiment, the obtaining the design data of the pipe network project engineering, analyzing the design data to obtain the construction connection component information includes:
Obtaining a design blueprint of the pipe network project engineering, and obtaining pipe network connection structure information and structure parameter information according to the design blueprint;
integrating and associating the connection structure information and the structure parameter information to obtain design data of pipe network project engineering;
acquiring pipe network component type information and specification information according to the connection structure information and the structure parameter information;
and confirming the pipe network part type information and the specification information as construction connection part information.
The beneficial effects of the technical scheme are as follows: design data can be rapidly determined by analyzing the design blueprint, and then pipe network component type information and specification information can be intuitively obtained according to the design data, so that the accuracy of obtaining the data is improved.
In one embodiment, the performing PBS engineering structure decomposition encoding on the pipe network project engineering and construction connection component information, and generating a component two-dimensional code according to an encoding result, includes:
acquiring a primary membership engineering and a secondary membership engineering of the pipe network project engineering and a total membership engineering;
the same primary membership engineering and the same secondary membership engineering of the pipe network project engineering and the total membership engineering are subjected to structural decomposition coding by adopting 7 sections of 22-bit PBS (phosphate buffered saline) engineering, so that a coding result is obtained;
Importing the construction part information into the coding result to obtain initial part design data;
and generating the component two-dimensional code according to the initial component design data.
The beneficial effects of the technical scheme are as follows: the PBS project structure decomposition coding is carried out on the pipeline project, so that the statistics structures and parts of the whole upper and lower stages of the pipeline project can be rapidly registered, and the digital achievement which forms the structuring, vectorization and meets the operation requirements of the data asset can be generated.
In one embodiment, as shown in fig. 3, the obtaining the filling material information of the construction material from the supplier and generating the material two-dimensional code according to the filling material information includes:
step S301, acquiring a preset number of material statistics indexes, and generating a standard style filling material table according to the preset number of material statistics indexes;
step S302, determining basic information of construction materials, and filling a standard style filling material table according to the basic information to generate a construction material filling table;
step S303, transmitting the construction material filling report to a terminal where a provider is located and receiving filling pipe material information fed back by the terminal;
and S304, creating a basic two-dimensional code, and importing the material information of the filling pipe of the construction material into the basic two-dimensional code to generate a material two-dimensional code of each construction material.
The beneficial effects of the technical scheme are as follows: by generating the construction material filling report, a provider can quickly feed back the pipe material information according to the table content, and the material feedback efficiency and accuracy are improved.
In one embodiment, the monitoring the construction process and the construction quality according to the scanning result of the constructor on the two-dimension code of the component and the two-dimension code of the material includes:
responding to the two-code one-sweep operation of a constructor on the two-dimension code of the component and the two-dimension code of the material by a preset app, and acquiring a scanning result;
correlating pipe network design component information with pipe network material information according to the scanning result;
judging whether the specification and model of the pipe network construction material and the construction position meet the pipe network design requirement or not, and acquiring a judging result;
monitoring the construction process and the construction quality according to the judgment result;
if the judging result is that the specification type of the pipe network construction material does not meet the pipe network design requirement, the construction quality is judged to be unqualified, if the judging result is that the specification type of the pipe network construction material completely meets the pipe network design requirement, the construction quality is judged to be qualified, if the judging result is that the construction position of the pipe network construction material does not meet the pipe network design, the construction process is judged to be unqualified, and if the judging result is that the construction position of the pipe network construction material completely meets the pipe network design, the construction process is judged to be qualified.
The beneficial effects of the technical scheme are as follows: whether the construction process and the construction quality meet the design requirements or not can be judged according to the specification model and the construction position of the pipe network construction material, the parameters in the construction process can be reasonably monitored and worked in multiple angles, a large amount of information generated in the whole design, construction and completion processes can be integrated, the whole process monitoring of the pipe network construction process can not be realized, and the monitoring efficiency and the construction management stability are improved.
In one embodiment, the method further comprises:
after responding to the two-code one-sweep operation of the constructor on the two-dimension code of the component and the two-dimension code of the material by the preset app, acquiring the sweep distance of the constructor and the registration information of the preset constructor;
judging whether each construction code scanning distance is within a respective working range according to the construction code scanning distance and preset personnel registration information, and acquiring a judging result;
generating daily constructor attendance statistical results of the construction site according to the judging result, and uploading the constructor attendance statistical results to an engineering project management server;
and pasting the material two-dimensional codes onto each pipe network construction material, acquiring the traceability information of each pipe network construction material through a scanning program of a prisoner on the material two-dimensional codes, and uploading the traceability information to a terminal where a prison unit is located so as to carry out completion acceptance inspection.
The beneficial effects of the technical scheme are as follows: the attendance statistics can be carried out on each constructor simultaneously, the practicability is further improved, further, the traceability information of each pipe network construction material is obtained through the scanning program of the two-dimension code of the material by the prisoner, the traceability information is uploaded to the terminal where the prison unit is located to carry out completion acceptance, the material can be traced and tracked in engineering construction and after completion, the acceptance risk of construction progress and construction quality is reduced, and the practicability is further improved.
In one embodiment, the method further comprises:
if any one of the construction process and the construction quality does not meet the design requirement, automatically sending out an early warning prompt;
acquiring and preprocessing construction key procedure images shot by constructors, and sending the preprocessed construction key procedure images to a mobile phone terminal of a supervision staff for rechecking to acquire rechecking results;
if the rechecking result is correct, starting a checking flow to finally check the construction key procedure image to obtain a checking result;
and evaluating whether the construction key procedure is reasonable or not according to the auditing result.
The beneficial effects of the technical scheme are as follows: the key working procedures in the construction process can be comprehensively monitored and managed by manually rechecking and systematically auditing the key working procedures in the construction process, so that the management efficiency and stability are further improved, and the safety is indirectly improved.
In one embodiment, before responding to the two-code one-scan operation of the constructor on the two-dimensional code of the component and the two-dimensional code of the material by the preset app, the method further comprises:
encrypting the material two-dimensional code and the component two-dimensional code;
generating a double authentication code based on the encrypted material two-dimensional code and the component two-dimensional code scanned by a constructor by using a preset app;
and decrypting the encrypted material two-dimensional code and the encrypted component two-dimensional code by using the dual authentication code, and acquiring storage data corresponding to the material two-dimensional code and the component two-dimensional code from the material two-dimensional code and the component two-dimensional code after the decryption is successful.
The beneficial effects of the technical scheme are as follows: the method can effectively protect design data and material data, avoid data leakage, improve privacy and data security, further, the method can further ensure the security and privacy of the data by limiting preset app scanning to acquire double authentication codes, and realize double insurance.
In one embodiment, a method for managing the whole pipe network construction process based on the two-dimension code and the mobile internet technology is provided, the method is based on a mode of two-dimension codes and two-dimension codes of materials, design data and material information of a pipe network are written into two-dimension code labels, mobile information is utilized to inquire APP, the material information of the pipe network and the design information of the pipe network are rapidly obtained, manual input workload is reduced, working efficiency is improved, meanwhile site construction data of the pipe network are rapidly obtained, checking of construction data and design data is carried out, code scanning distance of constructors is obtained in real time, site management of constructors is achieved, meanwhile pipe network components and pipe network materials are connected in a hanging mode, tracing and tracking of component material information after completion of the pipe network are achieved, association management of pipe network engineering information is facilitated, and management of the whole process of pipe network design-construction-completion is finally achieved.
The operation steps are as follows:
the first step: PBS engineering structure decomposition, the coding rule adopts rule setting of 7 sections 22 bits, and comprises: engineering (4 bits, provincial acronym+engineering digital sequence number, such as JX 01) → single engineering (1 bit, with a to Z as sequential code) → unit work (CWP) (2 bits, with 01 to 99 as sequential code) → sub-unit engineering (2 bits, with 01 to 99 as sequential code) → partial engineering (professional) (2 bits) → part type (2 bits) → part serial number (3 bits), the whole project is decomposed into working units that are easy to operate and manage.
Such as: HN01C01.01.01.01.001 it represents Yueyang water environment, wangjia river water environment comprehensive treatment subsequent matched engineering, wang Guhe pipe network engineering, cold water paving rain and sewage diversion reconstruction engineering, drainage specialty, inspection well and component serial number.
And a second step of: the design unit forms a structured, vectorized digital result according to the specified format, which meets the operational requirements of the data asset.
And a third step of: the operation unit carries out component import and contract hooking according to the PBS engineering structure, generates a component two-dimensional code and embeds design data into the component two-dimensional code.
And a third step of: and the material suppliers fill material information according to the unified standard and style, generate material two-dimension codes and paste the codes on the pipes.
Fourth step: the construction and supervision units perform 'two-code one-sweep' operation on project sites through the APP, current construction design data and construction material data are obtained, the association between pipe network component design and pipe network materials is achieved, the system automatically judges whether the specification and model of the construction materials are consistent with the design requirements, if the specification and model of the construction materials are not consistent with the design requirements, the system sends out early warning prompts, if the specification and model are consistent with the design requirements, constructors take pictures for construction key procedures required by management units, the supervision units perform on-site rechecking operation in the system after the construction key procedures are rechecked, the management unit personnel check on-site construction pictures and supervision auditing conditions in real time through a system background, the checking of the construction data and the design data is achieved, and finally the project site pipe network information collection and the construction process supervision are achieved.
The method combines the engineering data acquisition and quality management business with the process by utilizing two emerging information technologies of the two-dimensional code and the mobile internet, realizes the digital management of construction operation site management and engineering quality acceptance assessment process, and realizes the orderly sharing of engineering data and project quality assessment information among participating parties and government supervision institutions, thereby effectively improving the efficiency and standardization of engineering site data acquisition and quality management work, ensuring the strict implementation and execution of related systems, and providing powerful guarantee for the improvement of engineering construction quality, the operation safety of engineering and engineering informatization.
The method can strengthen geographic informatization, realize comprehensive standing accounting of engineering quantity lists, material approach and finished engineering quantity lists, and form electronic data which is electronic, structured, retrievable and statistically available with comprehensive hooking of engineering payment. Therefore, the standardized and efficient project management is better realized, and the project fine management is further improved.
The embodiment also discloses a pipe network construction management system based on the label two-dimensional code, as shown in fig. 4, the system comprises:
the analysis module 401 is used for acquiring design data of pipe network project engineering, analyzing the design data and acquiring construction connection component information;
the first generation module 402 is configured to perform PBS engineering structure decomposition encoding on the pipe network project engineering and construction connection component information, and generate a component two-dimensional code according to an encoding result;
a second generating module 403, configured to obtain filling material information of a construction material from a provider and generate a material two-dimensional code according to the filling material information;
and the supervision module 404 is used for supervising the construction process and the construction quality according to the scanning result of the two-dimension codes of the components and the two-dimension codes of the materials by constructors.
The working principle and the beneficial effects of the above technical solution are described in the method claims, and are not repeated here.
It will be appreciated by those skilled in the art that the first and second aspects of the present invention refer to different phases of application.
Other embodiments of the disclosure will be apparent to those skilled in the art from consideration of the specification and practice of the disclosure disclosed herein. This application is intended to cover any adaptations, uses, or adaptations of the disclosure following, in general, the principles of the disclosure and including such departures from the present disclosure as come within known or customary practice within the art to which the disclosure pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the disclosure being indicated by the following claims.
It is to be understood that the present disclosure is not limited to the precise arrangements and instrumentalities shown in the drawings, and that various modifications and changes may be effected without departing from the scope thereof. The scope of the present disclosure is limited only by the appended claims.
Claims (8)
1. A pipe network construction management method based on a label two-dimensional code is characterized by comprising the following steps:
obtaining design data of pipe network project engineering, and analyzing the design data to obtain construction connection component information;
performing PBS engineering structure decomposition coding on the pipe network project engineering and construction connection part information, and generating a part two-dimensional code according to a coding result;
Acquiring filling material information of a provider for construction materials and generating a material two-dimensional code according to the filling material information;
monitoring the construction process and the construction quality according to the scanning results of the constructors on the two-dimension codes of the parts and the two-dimension codes of the materials;
PBS engineering structure decomposition coding is carried out on pipe network project engineering and construction connection component information, and a component two-dimensional code is generated according to a coding result, and the method comprises the following steps:
acquiring a primary membership engineering and a secondary membership engineering of the pipe network project engineering and a total membership engineering;
the same primary membership engineering and the same secondary membership engineering of the pipe network project engineering and the total membership engineering are subjected to structural decomposition coding by adopting 7 sections of 22-bit PBS (phosphate buffered saline) engineering, so that a coding result is obtained;
importing the construction connection part information into the coding result to obtain initial part design data;
generating the component two-dimensional code according to the initial component design data;
the construction process and the construction quality are supervised according to the scanning results of constructors on the two-dimension codes of the components and the two-dimension codes of the materials, and the method comprises the following steps:
responding to the two-code one-sweep operation of a constructor on the two-dimension code of the component and the two-dimension code of the material by a preset app, and acquiring a scanning result;
Correlating pipe network design component information with pipe network material information according to the scanning result;
judging whether the specification and model of the pipe network construction material and the construction position meet the pipe network design requirement or not, and acquiring a judging result;
monitoring the construction process and the construction quality according to the judgment result;
if the judging result is that the specification type of the pipe network construction material does not meet the pipe network design requirement, the construction quality is judged to be unqualified, if the judging result is that the specification type of the pipe network construction material completely meets the pipe network design requirement, the construction quality is judged to be qualified, if the judging result is that the construction position of the pipe network construction material does not meet the pipe network design, the construction process is judged to be unqualified, and if the judging result is that the construction position of the pipe network construction material completely meets the pipe network design, the construction process is judged to be qualified.
2. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein before the design data of pipe network project engineering is obtained and the construction connection part information is obtained by analyzing the design data, the method further comprises the steps of:
acquiring a design scheme of the pipe network project engineering from a design unit terminal, and calling pipe network static design data and pipe network dynamic design data from a preset database according to the design scheme;
Generating an expected pipe network model corresponding to pipe network project engineering according to the pipe network static design data and the pipe network dynamic design data based on a preset pipe network flow equation and a pipe network energy equation and a pipe network connectivity equation;
comparing the first design index of the expected pipe network model with the second design index of the design scheme to obtain a comparison result;
determining whether the design scheme is feasible or not according to the comparison result, if so, acquiring the design data of the pipe network project engineering according to the design scheme, and if not, sending a prompt of unreasonable design scheme to the design unit terminal;
the pipe network static design data are expressed as caliber static setting data of pipe networks, and the pipe network dynamic design data are expressed as connection structure data among pipe networks;
the method for generating the expected pipe network model corresponding to the pipe network project engineering based on the preset pipe network flow equation, the pipe network energy equation and the pipe network connectivity equation according to the pipe network static design data and the pipe network dynamic design data comprises the following steps:
performing solid modeling according to the pipe network static design data and the pipe network dynamic design data by adopting a control volume method and pipe network disassembly flow properties to obtain a modeling result;
Determining boundary parameters and position parameters of each connecting pipe network structure according to the modeling result;
numbering each connecting pipe network according to boundary parameters and position parameters of each connecting pipe network structure;
generating a pipe network design simulation diagram of a pipe network project according to boundary parameters, position parameters and numbers of each connecting pipe network structure, and generating a pipe network parameterized data card file based on the pipe network design simulation diagram;
substituting pipe network connection structure parameters of pipe network project engineering into a preset pipe network connectivity equation to determine pipe network size reference information of pipe network connection;
substituting pipe network connection structure parameters of pipe network project engineering into the preset pipe network flow equation to determine pipe network space reference information of pipe network connection;
generating a pipe network three-dimensional model by utilizing the pipe network parameterized data card file, the spatial reference information of pipe network connection and the pipe network size reference information;
based on a preset scheme of pipe network step connection, constructing a dynamic regulation and control frame of a pipe network design structure;
constructing a plurality of regulation schemes of the pipe network structure according to the dynamic regulation frame of the pipe network design structure;
constructing an optimization solving mode of each regulation scheme for the pipe network three-dimensional model, solving the optimization solving mode of each regulation scheme for the pipe network three-dimensional model based on a collaborative optimization algorithm, and generating a multi-objective pipe network collaborative work optimization model according to a solving result;
Optimizing the pipe network three-dimensional model by utilizing the multi-target pipe network collaborative work optimization model to obtain an optimized pipe network three-dimensional model;
the optimized pipe network three-dimensional model is confirmed to be an expected pipe network model corresponding to the pipe network project engineering;
the control volume method is expressed as a volume controllable method of the pipe network connection integral structure;
the pipe network disassembly flow attribute is expressed as the flow change attribute of assembly fluid of disassembly work of the pipe network under different connection structures;
the modeling result is expressed as a 3D visual construction model of pipe network project engineering;
the boundary parameters of the connecting pipe network structure are expressed as boundary description parameters among the connecting structures of the pipe networks;
the pipe network parameterized data card file is expressed as a structure and length integrated data summarizing file between designed pipe networks;
the pipe network space reference information is expressed as space volume information occupied by the whole pipe network structure;
the dynamic regulation framework is expressed as an adaptive change framework of various other adjustable pipe network structures taking the non-adjustable pipe network structure as a basic framework;
the multi-objective pipe network collaborative work optimization model is expressed as a structural optimization model for designing a pipe network connection structure to keep collaborative work under different regulation and control schemes;
The predetermined scheme based on pipe network step connection constructs the dynamic regulation and control frame of pipe network design structure, includes:
determining an adjustable pipe network connection structure and an unadjustable pipe network connection structure according to a preset scheme of pipe network step connection;
obtaining the structure connection complexity corresponding to each adjustable pipe network connection structure, the length of a structure pipeline and the inner diameter of a pipe network;
acquiring an adjustment parameter interval of each adjustable pipe network connection structure, and determining the maximum speed of loading fluid in the adjusted pipe network connection structure according to the adjustment parameter interval;
according to the corresponding structure connection complexity of each adjustable pipe network connection structure, the length of the structural pipeline, the inner diameter of the pipe network and the maximum speed of fluid loading in the pipe network connection structure after the adjustment of the adjustable pipe network connection structure, the pressure drop of each adjustable pipe network connection structure before and after the adjustment is calculated:
wherein F is i Represented as pressure drop, alpha, of the ith adjustable pipe network connection structure before and after adjustment i Pipeline friction coefficient represented as ith adjustable pipe network connection structure, Q i1 Represented as maximum rate of fluid loading in the conditioned ith pipe network connection, Q i2 Denoted as maximum speed of fluid loading in the ith pipe network connection structure before tuning, d i The pipe network inner diameter expressed as the ith pipe network connection structure S i Structural pipe length expressed as i-th pipe network connection structure, ρ i Denoted as corrected density of fluid charge in the ith pipe network connection, A i The structure connection complexity corresponding to the ith adjustable pipe network connection structure is expressed;
confirming a first adjustable pipe network connection structure with the pressure drop being greater than or equal to a preset threshold as an unadjustable pipe network connection structure;
and constructing a dynamic regulation and control framework of the pipe network design structure according to the association relation between the remaining second adjustable pipe network connection structure and the non-adjustable pipe network connection structure.
3. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein the obtaining the design data of the pipe network project engineering, analyzing the design data to obtain the construction connection component information, comprises the following steps:
obtaining a design blueprint of the pipe network project engineering, and obtaining pipe network connection structure information and structure parameter information according to the design blueprint;
integrating and associating the connection structure information and the structure parameter information to obtain design data of pipe network project engineering;
acquiring pipe network component type information and specification information according to the connection structure information and the structure parameter information;
And confirming the pipe network part type information and the specification information as construction connection part information.
4. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein the steps of obtaining the filling material information of the construction material from the supplier and generating the material two-dimensional code according to the filling material information comprise:
acquiring a preset number of material statistics indexes, and generating a standard style filling material table according to the preset number of material statistics indexes;
determining basic information of construction materials, and filling a standard style filling material table according to the basic information to generate a construction material filling table;
transmitting the construction material filling report to a terminal where a provider is located and receiving filling pipe material information fed back by the provider;
creating a basic two-dimensional code, and importing the material information of the filled pipe of the construction materials into the basic two-dimensional code to generate the material two-dimensional code of each construction material.
5. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein the method further comprises:
after responding to the two-code one-sweep operation of the constructor on the two-dimension code of the component and the two-dimension code of the material by the preset app, acquiring the sweep distance of the constructor and the registration information of the preset constructor;
Judging whether each construction code scanning distance is within a respective working range according to the construction code scanning distance and preset personnel registration information, and acquiring a judging result;
generating daily constructor attendance statistical results of the construction site according to the judging result, and uploading the constructor attendance statistical results to an engineering project management server;
and pasting the material two-dimensional codes onto each pipe network construction material, acquiring the traceability information of each pipe network construction material through a scanning program of a prisoner on the material two-dimensional codes, and uploading the traceability information to a terminal where a prison unit is located so as to carry out completion acceptance inspection.
6. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein the method further comprises:
if any one of the construction process and the construction quality does not meet the design requirement, automatically sending out an early warning prompt;
acquiring and preprocessing construction key procedure images shot by constructors, and sending the preprocessed construction key procedure images to a mobile phone terminal of a supervision staff for rechecking to acquire rechecking results;
if the rechecking result is correct, starting a checking flow to finally check the construction key procedure image to obtain a checking result;
And evaluating whether the construction key procedure is reasonable or not according to the auditing result.
7. The pipe network construction management method based on the tag two-dimensional code according to claim 1, wherein before responding to the two-code one-sweep operation of a constructor on the component two-dimensional code and the material two-dimensional code by the preset app, the method further comprises:
encrypting the material two-dimensional code and the component two-dimensional code;
generating a double authentication code based on the encrypted material two-dimensional code and the component two-dimensional code scanned by a constructor by using a preset app;
and decrypting the encrypted material two-dimensional code and the encrypted component two-dimensional code by using the dual authentication code, and acquiring storage data corresponding to the material two-dimensional code and the component two-dimensional code from the material two-dimensional code and the component two-dimensional code after the decryption is successful.
8. A pipe network construction management system based on a label two-dimensional code is characterized in that the system comprises:
the analysis module is used for acquiring design data of pipe network project engineering and analyzing the design data to acquire construction connection component information;
the first generation module is used for carrying out PBS engineering structure decomposition coding on the pipe network project engineering and construction connection part information, and generating a part two-dimensional code according to a coding result;
The second generation module is used for acquiring filling material information of the construction material from the suppliers and generating a material two-dimensional code according to the filling material information;
the supervision module is used for supervising the construction process and the construction quality according to the scanning results of the two-dimension codes of the components and the two-dimension codes of the materials by constructors;
PBS engineering structure decomposition coding is carried out on pipe network project engineering and construction connection component information, and a component two-dimensional code is generated according to a coding result, and the method comprises the following steps:
acquiring a primary membership engineering and a secondary membership engineering of the pipe network project engineering and a total membership engineering;
the same primary membership engineering and the same secondary membership engineering of the pipe network project engineering and the total membership engineering are subjected to structural decomposition coding by adopting 7 sections of 22-bit PBS (phosphate buffered saline) engineering, so that a coding result is obtained;
importing the construction connection part information into the coding result to obtain initial part design data;
generating the component two-dimensional code according to the initial component design data;
the construction process and the construction quality are supervised according to the scanning results of constructors on the two-dimension codes of the components and the two-dimension codes of the materials, and the method comprises the following steps:
responding to the two-code one-sweep operation of a constructor on the two-dimension code of the component and the two-dimension code of the material by a preset app, and acquiring a scanning result;
Correlating pipe network design component information with pipe network material information according to the scanning result;
judging whether the specification and model of the pipe network construction material and the construction position meet the pipe network design requirement or not, and acquiring a judging result;
monitoring the construction process and the construction quality according to the judgment result;
if the judging result is that the specification type of the pipe network construction material does not meet the pipe network design requirement, the construction quality is judged to be unqualified, if the judging result is that the specification type of the pipe network construction material completely meets the pipe network design requirement, the construction quality is judged to be qualified, if the judging result is that the construction position of the pipe network construction material does not meet the pipe network design, the construction process is judged to be unqualified, and if the judging result is that the construction position of the pipe network construction material completely meets the pipe network design, the construction process is judged to be qualified.
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