CN116911339B

CN116911339B - Prestressed steel cylinder concrete pipe tracing method based on radio frequency tag

Info

Publication number: CN116911339B
Application number: CN202310861913.1A
Authority: CN
Inventors: 季有为; 李晓飞
Original assignee: Xindian Zhilian Beijing Technology Co ltd
Current assignee: Xindian Zhilian Beijing Technology Co ltd
Priority date: 2023-07-13
Filing date: 2023-07-13
Publication date: 2024-04-16
Anticipated expiration: 2043-07-13
Also published as: CN116911339A

Abstract

The embodiment of the invention relates to a prestress steel cylinder concrete pipe tracing method based on a radio frequency tag, which comprises the following steps: each prestressed steel cylinder concrete pipe is marked as a corresponding first PCCP pipe in advance; embedding a radio frequency tag at the interface ring and the socket ring of each first PCCP pipe to serve as a corresponding first interface ring note and a first socket ring tag; updating a production information base in the production process of the stress steel cylinder concrete pipe; updating an installation information base in the installation stage of the stress steel cylinder concrete pipe; in the operation and maintenance inspection process of the stress steel cylinder concrete pipe network, carrying out information tracing on each abnormal inspection point position to generate corresponding first point position abnormal data; and performing associated information tracing according to the production information base, the installation information base and the first point abnormal data to generate a corresponding first tracing report. The method and the device can improve timeliness and predictability of information tracing.

Description

Prestressed steel cylinder concrete pipe tracing method based on radio frequency tag

Technical Field

The invention relates to the technical field of data processing, in particular to a prestress steel cylinder concrete pipe tracing method based on a radio frequency tag.

Background

The prestressed steel cylinder concrete pipe (Prestressed Concrete Cylinder Pipe, PCCP) is a water pipe which is made by winding a circumferential prestressed steel wire on a high-strength concrete pipe core with a steel cylinder and spraying a compact cement mortar protection layer on the steel wire. The two ends of the PCCP pipe are respectively provided with an interface ring and a socket ring, and the butt joint of the PCCP pipe means that the interface ring of one PCCP pipe is jointed with the socket ring of the other PCCP pipe. The prestressed steel cylinder concrete pipe network, namely the PCCP pipe network, is a PCCP pipe connection network formed by butting a plurality of PCCP pipes according to a set pipe network structure. After the PCCP pipe network is installed and put into operation and maintenance, personnel or equipment are required to periodically carry out inspection on each inspection point according to a set inspection point network, report in time when inspection finds abnormality (such as abnormal flow speed, abnormal flow, abnormal water hammer, abnormal sedimentation, abnormal leakage, abnormal aging, abnormal damage and the like), trace the source of information based on the reported abnormality by a back-end monitoring platform, and carry out early warning and rush repair scheduling according to the tracing result.

However, this conventional treatment method has some problems: 1) When abnormality is found, PCCP pipe identification information cannot be conveniently obtained, so that timeliness of information tracing is reduced; 2) When dynamic anomalies (such as flow speed anomalies, flow anomalies, water hammer anomalies, sedimentation anomalies and the like) are found, only the current anomaly PCCP pipe is subjected to information tracing, and upstream and downstream PCCP pipes possibly affected by the current anomaly PCCP pipe are not subjected to information tracing, so that predictability of information tracing is reduced; 3) When static anomalies (such as leakage anomalies, aging anomalies, damage anomalies and the like) are found, only the current anomaly PCCP pipe is subjected to information tracing, and other PCCP pipes in the same batch with the current anomaly PCCP pipe are not subjected to information tracing, so that the predictability of information tracing is reduced. The timeliness and perfection of corresponding early warning and rush repair scheduling are reduced due to insufficient timeliness and predictability of information tracing.

Disclosure of Invention

The invention aims at overcoming the defects of the prior art and provides a prestress steel cylinder concrete pipe tracing method based on a radio frequency tag, electronic equipment and a computer readable storage medium; two radio frequency labels (Radio Frequency Identification, RFID) are additionally arranged on the PCCP pipe, one is arranged at the interface ring position, and the other is arranged at the bellmouth ring position; storing the batch, the pipeline length and the pipe/interface ring/socket ring identification of each PCCP pipe based on a production information base; storing the batch, pipe/interface ring/socket ring identifiers and upstream and downstream butt joint relations of the two PCCP pipes corresponding to each node based on an installation information base; when the inspection finds out the inspection point is abnormal, the relevant information of the PCCP pipe where the current inspection point is located is timely obtained through tag reading, so that the timeliness of information tracing is improved; in addition to tracing the information of the PCCP corresponding to the abnormal point, the upstream and downstream PCCP under the condition of dynamic abnormality (such as flow velocity abnormality, flow abnormality, water hammer abnormality, sedimentation abnormality and the like) and the PCCP of the same batch under the condition of static abnormality (such as leakage abnormality, aging abnormality, damage abnormality and the like) are traced, so that the predictability of tracing the information is improved. The invention can solve the problems of insufficient timeliness and predictability deficiency in the conventional information tracing mode.

In order to achieve the above object, a first aspect of the present invention provides a method for tracing a prestressed steel cylinder concrete pipe based on a radio frequency tag, the method comprising:

each prestressed steel cylinder concrete pipe is marked as a corresponding first PCCP pipe in advance; embedding a radio frequency tag at the interface ring and the socket ring of each first PCCP pipe to serve as a corresponding first interface ring note and a first socket ring tag; updating a production information base in the production process of the stress steel cylinder concrete pipe;

updating an installation information base in the installation stage of the stress steel cylinder concrete pipe;

in the operation and maintenance inspection process of the stress steel cylinder concrete pipe network, carrying out information tracing on each abnormal inspection point to generate corresponding first point abnormal data; and performing associated information tracing according to the production information base, the installation information base and the first point position abnormal data to generate a corresponding first tracing report.

Preferably, the updating the production information base in the production process of the stress steel cylinder concrete pipe specifically comprises:

in the production process of the stress steel cylinder concrete pipe, a unique pipe identification code, an interface ring identification code and a socket ring identification code are distributed to each first PCCP pipe and an interface ring and a socket ring on the pipe to serve as a corresponding first pipe identification, a first interface ring identification and a first socket ring identification; and the pipeline length of each first PCCP pipe is recorded as the corresponding first pipeline length; writing the corresponding first pipe identifier, the first pipeline length and the first interface ring identifier in the first interface ring note; writing the corresponding first pipe identifier, the first pipeline length and the first bellmouth ring identifier in the first bellmouth ring note;

When each batch of prestressed steel cylinder concrete pipes passes the production qualification test, a uniform production batch number is allocated as a corresponding first batch number; writing the corresponding first batch number in all the first interface ring notes and all the first bellmouth ring labels of the batch of pipes; creating a new first batch sub-information base in the production information base based on the first batch number, all the first pipe identifiers, all the first pipeline lengths, all the first interface ring identifiers and all the first socket ring identifiers corresponding to each batch of the qualified prestressed steel cylinder concrete pipes;

wherein the production information base comprises a plurality of first batch sub-information bases; the first batch sub-information base corresponds to the first batch number one by one;

the first batch sub-information base comprises a plurality of first production information records; the first production information record comprises a first batch number field, a first pipe identification field, a first pipeline length field, a first interface ring identification field and a first socket ring identification field; the first production information records are in one-to-one correspondence with the first PCCP pipes; all of the first lot number fields in the first lot sub-information library are the same.

Preferably, the updating the installation information base in the installation stage of the stress steel cylinder concrete pipe specifically comprises:

in the installation stage of the stress steel cylinder concrete pipe, a unique pipe network identification code is allocated to a stress steel cylinder concrete pipe network corresponding to the current installation task and is recorded as a corresponding first pipe network identification; creating a new first pipe network sub-information base in the installation information base, wherein the new first pipe network sub-information base corresponds to the current first pipe network identifier; in the installation process, each time the installation of a butt joint point of a stress steel cylinder concrete pipe is completed, the installation information of the current butt joint point is acquired to generate corresponding first installation information records, and the corresponding first installation information records are added into the corresponding first pipe network sub-information base;

the installation information base comprises a plurality of first pipe network sub information bases; the first pipe network sub-information base corresponds to the first pipe network identifiers one by one;

the first pipe network sub-information base comprises a plurality of first installation information records; the first installation information record comprises a first bit coordinate field, a first bit pipe network identification field, a first bit interface pipe batch number field, a first bit interface pipe identification field, a first bit interface pipe upstream and downstream type field, a first bit interface ring identification field, a first bit socket pipe batch number field, a first bit socket pipe identification field, a first bit socket pipe upstream and downstream type field and a first bit pipe socket ring identification field; all the first point pipe network identification fields in each first pipe network sub-information base are the same, and are the first pipe network identifications corresponding to the current first pipe network sub-information base;

Each first installation information record corresponds to a butt joint point of the stress steel cylinder concrete pipe, each butt joint point of the stress steel cylinder concrete pipe corresponds to two first PCCP pipes, a corresponding interface PCCP pipe is provided in the corresponding two first PCCP pipes for installation, and a corresponding socket PCCP pipe is provided for installation;

the first bit interface pipe batch number field is the first batch number of the corresponding interface PCCP pipe; the first bit interface pipe identification field is the first pipe identification of the corresponding interface PCCP pipe; the upstream and downstream type field of the first bit interface pipe is a liquid flow direction type of the corresponding interface PCCP pipe, and the liquid flow direction type comprises an upstream type and a downstream type; the first point bit interface ring identification field is the first interface ring identification of the corresponding interface ring used for the installation of the point bit on the interface PCCP pipe;

the first bit socket pipe batch number field is the first batch number of the corresponding socket PCCP pipe; the first bit socket pipe identification field is the first pipe identification of the corresponding socket PCCP pipe; the upstream and downstream type field of the first point socket pipe is the corresponding liquid flow direction type of the socket PCCP pipe; and the first point pipe socket ring identification field is the corresponding first socket ring identification of the socket ring used for installing the point position on the socket PCCP pipe.

Preferably, the step of tracing information on each abnormal inspection point bit to generate corresponding first point bit abnormal data specifically includes:

taking the first pipe network identifier corresponding to the inspection point position with the current abnormality as a corresponding first abnormal point position pipe network identifier; reading tag information of the first interface ring note and the first bellmouth ring tag of the first PCCP pipe where the current inspection point position is located to obtain the corresponding first batch number, first pipe identifier, first interface ring identifier and first bellmouth ring identifier; classifying the abnormality of the current inspection point to generate one or more corresponding first abnormal data sets to form a corresponding first abnormal data set; the first abnormal point position pipe network identifier, the first batch number, the first pipe identifier, the first interface ring identifier, the first socket ring identifier and the first abnormal data set form corresponding first point position abnormal data;

the first point position abnormal data comprises the first abnormal point position pipe network identifier, the first batch number, the first pipe identifier, the first interface ring identifier, the first socket ring identifier and the first abnormal data set; the first set of abnormal data sets includes one or more of the first abnormal data sets; the first anomaly data set includes a first anomaly type and a first anomaly parameter; the first anomaly type comprises a pipeline flow speed anomaly type, a pipeline flow anomaly type, a pipeline water hammer anomaly type, a pipeline sedimentation anomaly type, a pipeline leakage anomaly type, a pipeline aging anomaly type and a pipeline damage anomaly type; when the first abnormal type is a pipeline flow speed abnormal type, the corresponding first abnormal parameter is a first pipeline flow speed; when the first abnormal type is a pipeline flow abnormal type, the corresponding first abnormal parameter is a first pipeline flow; when the first abnormal type is a pipeline water hammer abnormal type, the corresponding first abnormal parameter is a first pipeline internal pressure; when the first abnormal type is a pipeline sedimentation abnormal type, the corresponding first abnormal parameter is a first pipeline sedimentation thickness; when the first abnormal type is a pipeline leakage abnormal type, the corresponding first abnormal parameter is a first leakage pipeline mark; when the first abnormal type is a pipeline aging abnormal type, the corresponding first abnormal parameter is a first aging pipeline identifier; when the first abnormal type is a pipeline damage abnormal type, the corresponding first abnormal parameter is a first damaged pipeline mark.

Preferably, the generating a corresponding first tracing report by tracing the associated information according to the production information base, the installation information base and the first point position abnormal data specifically includes:

step 51, taking a first one of the first exception types in the first bit exception data as a corresponding current exception type;

step 52, if the current abnormality type is a pipe flow speed abnormality type, a pipe flow abnormality type, a pipe water hammer abnormality type or a pipe sedimentation abnormality type, using the first abnormality parameter corresponding to the current abnormality type as a corresponding current pipe flow speed, a current pipe flow, a current pipe internal pressure or a current pipe sedimentation thickness; inquiring a corresponding first, second, third or fourth corresponding relation table according to the current pipeline flow rate, the current pipeline internal pressure or the current pipeline sedimentation thickness to obtain a corresponding first upstream length and a corresponding first downstream length; performing point location upstream and downstream associated pipeline tracing processing according to the production information base, the installation information base, the first point location abnormal data, the first upstream length and the first downstream length to generate a corresponding first pipeline batch identification sequence; forming a corresponding first abnormal pipeline traceability report by the current abnormal type and the corresponding first pipeline batch identification sequence;

Step 53, if the current anomaly type is a pipeline leakage anomaly type, a pipeline aging anomaly type or a pipeline damage anomaly type, taking the first anomaly parameter corresponding to the current anomaly type as a corresponding current anomaly parameter; the first batch number of the first bit abnormal data is used as a corresponding current batch number; the first batch sub-information base corresponding to the current batch number in the production information base is used as a corresponding current batch sub-information base; extracting the first pipe identification fields of each first production information record of the current batch sub-information base to serve as corresponding same-batch pipeline identifications, and forming a corresponding same-batch pipeline identification sequence by all obtained same-batch pipeline identifications; forming a corresponding second abnormal pipeline traceability report by the current abnormal type and the same batch of pipeline identification sequences;

step 54, identifying whether the current exception type is the last first exception type in the first bit exception data; if yes, go to step 55; if not, taking the next first exception type in the first bit exception data as a new current exception type, and returning to the step 52;

Step 55, forming a corresponding first tracing report by the first point abnormal data, all the first abnormal pipeline tracing reports and all the second abnormal pipeline tracing reports;

wherein,

the first corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the abnormal pipeline flow velocity and the upstream and downstream association length; the first corresponding relation table comprises a plurality of first corresponding relation records; the first corresponding relation record comprises a first abnormal pipeline flow velocity range field, a first upstream association length field and a first downstream association length field;

the second corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the abnormal pipeline flow and the upstream and downstream association length; the second corresponding relation table comprises a plurality of second corresponding relation records; the second corresponding relation record comprises a first abnormal pipeline flow range field, a second upstream associated length field and a second downstream associated length field;

the third corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the internal pressure of the abnormal pipeline and the upstream and downstream associated length; the third corresponding relation table comprises a plurality of third corresponding relation records; the third corresponding relation record comprises a first abnormal pipeline internal pressure range field, a third upstream associated length field and a third downstream associated length field;

The fourth corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the sedimentation thickness of the abnormal pipeline and the upstream and downstream associated lengths; the fourth corresponding relation table comprises a plurality of fourth corresponding relation records; the fourth correspondence record includes a first abnormal pipe settlement thickness range field, a fourth upstream associated length field, and a fourth downstream associated length field.

Further, performing point location upstream and downstream associated pipeline tracing processing according to the production information base, the installation information base, the first point location anomaly data, the first upstream length and the first downstream length to generate a corresponding first pipeline batch identification sequence, which specifically includes:

step 61, initializing a first upstream pipeline batch identification sequence and a first downstream pipeline batch identification sequence to be empty; and setting a first remaining length to the first upstream length; and setting a second remaining length to the first downstream length; extracting the first abnormal point position pipe network identification, the first batch number and the first pipe identification of the first point position abnormal data as corresponding current pipe network identification, current batch number and current pipeline identification; the first pipe network sub-information base corresponding to the current pipe network identifier in the installation information base is used as a corresponding current pipe network sub-information base; the first batch sub-information base corresponding to the current batch number in the production information base is used as a corresponding current batch sub-information base;

Step 62, the first installation information record in which the first bit interface tube batch number field in the current pipe network sub-information base is matched with the current batch number and the first bit interface tube identification field is matched with the current pipe identification is used as a corresponding first record; the first installation information record in the current pipe network sub information base, in which the first point socket pipe batch number field is matched with the current batch number and the first point socket pipe identification field is matched with the current pipe identification, is used as a corresponding second record; identifying whether the upstream type field and the downstream type field of the first bit interface tube of the first record are of an upstream type, if yes, extracting the corresponding first bit socket tube batch number field and the first bit socket tube identification field to serve as the corresponding upstream pipeline batch number and the upstream pipeline identification, and if not, extracting the corresponding first bit interface tube batch number field and the first bit interface tube identification field to serve as the corresponding downstream pipeline batch number and the downstream pipeline identification; identifying whether the upstream type field and the downstream type field of the first bit socket pipe of the second record are of a downstream type, if so, extracting the corresponding first bit interface pipe batch number field and the corresponding first bit interface pipe identification field to serve as the corresponding upstream pipeline batch number and the corresponding upstream pipeline identification, and if not, extracting the corresponding first bit interface pipe batch number field and the corresponding first bit interface pipe identification field to serve as the corresponding downstream pipeline batch number and the corresponding downstream pipeline identification;

Step 63, adding a first upstream pipeline batch identifier corresponding to the obtained upstream pipeline batch number and the upstream pipeline identifier to the first upstream pipeline batch identifier sequence; extracting the first pipeline length field of the first production information record matched with the upstream pipeline identifier in the first pipe identifier field in the current batch sub-information library to serve as a corresponding upstream pipeline length; and subtracting the difference of the upstream pipe length from the first remaining length as a new first remaining length; and identifying whether the new first remaining length is less than 0; if yes, go to step 65; if not, go to step 64;

step 64, the first installation information record in the current pipe network sub-information base, in which the first bit interface pipe batch number field is matched with the upstream pipe batch number, the first bit interface pipe identification field is matched with the upstream pipe identification, and the upstream type field and the downstream type field of the first bit interface pipe are of the downstream type, is used as a corresponding third record; if the obtained third record is not empty, extracting the first point socket pipe batch number field and the first point socket pipe identification field of the third record as new upstream pipeline batch numbers and upstream pipeline identifications, and returning to the step 63; if the obtained third record is empty, the first installation information record with the first bit socket pipe batch number field matched with the upstream pipeline batch number, the first bit socket pipe identification field matched with the upstream pipeline identification and the first bit socket pipe upstream and downstream type field being the downstream type in the current pipe network sub information base is used as a corresponding fourth record, the first bit interface pipe batch number field and the first bit interface pipe identification field of the fourth record are extracted to be used as new upstream pipeline batch numbers and upstream pipeline identifications, and step 63 is returned;

Step 65, adding a first downstream pipeline batch identifier corresponding to the obtained downstream pipeline batch number and the downstream pipeline identifier to the first downstream pipeline batch identifier sequence; extracting the first pipeline length field of the first production information record matched with the downstream pipeline identifier in the first pipeline identifier field in the current batch sub-information library to serve as a corresponding downstream pipeline length; and subtracting the difference of the second remaining length minus the downstream pipe length as a new second remaining length; and identifying whether the new first remaining length is less than 0; if yes, go to step 67; if not, go to step 66;

step 66, the first installation information record in the current pipe network sub information base, in which the first point socket pipe batch number field is matched with the downstream pipe batch number, the first point socket pipe identification field is matched with the downstream pipe identification, and the upstream type field of the first point socket pipe is used as a corresponding fifth record; if the obtained fifth record is not empty, extracting the first bit interface tube batch number field and the first bit interface tube identification field of the fifth record to be used as the new downstream pipeline batch number and the new downstream pipeline identification, and returning to the step 65; if the obtained fifth record is empty, the first bit interface tube batch number field in the current pipe network sub-information base is matched with the downstream pipe batch number, the first bit interface tube identification field is matched with the downstream pipe identification, the first installation information record with the upstream type field of the upstream type of the first bit interface tube is used as a corresponding sixth record, the first bit socket pipe batch number field and the first bit socket pipe identification field of the sixth record are extracted to be used as new downstream pipe batch numbers and downstream pipe identifications, and step 65 is returned;

Step 67, forming a corresponding first pipeline batch identification sequence by the latest first upstream pipeline batch identification sequence and the first downstream pipeline batch identification sequence.

A second aspect of an embodiment of the present invention provides an electronic device, including: memory, processor, and transceiver;

the processor is configured to couple to the memory, and read and execute the instructions in the memory, so as to implement the method steps described in the first aspect;

the transceiver is coupled to the processor and is controlled by the processor to transmit and receive messages.

A third aspect of the embodiments of the present invention provides a computer-readable storage medium storing computer instructions that, when executed by a computer, cause the computer to perform the method of the first aspect described above.

The embodiment of the invention provides a prestress steel cylinder concrete pipe tracing method based on a radio frequency tag, electronic equipment and a computer readable storage medium; two RFID labels are additionally arranged on the PCCP pipe, one is arranged at the interface ring position, and the other is arranged at the socket ring position; storing the batch, the pipeline length and the pipe/interface ring/socket ring identification of each PCCP pipe based on a production information base; storing the batch, pipe/interface ring/socket ring identifiers and upstream and downstream butt joint relations of the two PCCP pipes corresponding to each node based on an installation information base; when the inspection finds out the inspection point is abnormal, the relevant information of the PCCP pipe where the current inspection point is located is timely obtained through tag reading, so that the timeliness of information tracing is improved; in addition to tracing the information of the PCCP corresponding to the abnormal point, the upstream and downstream PCCP under the condition of dynamic abnormality (such as flow velocity abnormality, flow abnormality, water hammer abnormality, sedimentation abnormality and the like) and the PCCP of the same batch under the condition of static abnormality (such as leakage abnormality, aging abnormality, damage abnormality and the like) are traced, so that the predictability of tracing the information is improved. The method solves the problems of insufficient timeliness and poor predictability in the conventional information tracing mode, and improves the timeliness and predictability of information tracing.

Drawings

Fig. 1 is a schematic diagram of a method for tracing a prestressed steel cylinder concrete pipe based on a radio frequency tag according to a first embodiment of the present invention;

fig. 2 is a schematic structural diagram of an electronic device according to a second embodiment of the present invention.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail below with reference to the accompanying drawings, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.

The first embodiment of the invention provides a method for tracing a prestressed steel cylinder concrete pipe based on a radio frequency tag, as shown in a schematic diagram of the method for tracing a prestressed steel cylinder concrete pipe based on the radio frequency tag in fig. 1, the method mainly comprises the following steps:

step 1, marking each prestressed steel cylinder concrete pipe as a corresponding first PCCP pipe in advance; embedding a radio frequency tag at the interface ring and the socket ring of each first PCCP pipe to serve as a corresponding first interface ring note and a first socket ring tag; updating a production information base in the production process of the stress steel cylinder concrete pipe;

The method specifically comprises the following steps: step 11, marking each prestressed steel cylinder concrete pipe as a corresponding first PCCP pipe in advance;

step 12, embedding a radio frequency tag at the interface ring and the socket ring of each first PCCP pipe as a corresponding first interface ring note and a first socket ring tag;

here, when the RFID tag is selected from the first interface ring note and the first socket ring tag, the embodiment of the invention is required to have the characteristics of water resistance, shock resistance, burial resistance, shielding resistance, magnetization resistance, corrosion resistance and the like, and supports deep-buried remote reading and writing, and the corresponding deep-buried remote should at least meet the requirement of being readable and writable within 2 meters in a buried state;

step 13, updating a production information base in the production process of the stress steel cylinder concrete pipe;

the method specifically comprises the following steps: step 131, in the production process of the stress steel cylinder concrete pipe, allocating a unique pipe identification code, an interface ring identification code and a socket ring identification code to each first PCCP pipe and an interface ring and a socket ring on the pipe as corresponding first pipe identification, first interface ring identification and first socket ring identification; and the pipe length of each first PCCP pipe is recorded as the corresponding first pipe length; writing a corresponding first pipe identifier, a first pipeline length and a first interface ring identifier in the first interface ring note; writing a corresponding first pipe identifier, a first pipeline length and a first bellmouth ring identifier in the first bellmouth ring note;

Step 132, when each batch of prestressed steel cylinder concrete pipes passes the production qualification test, a uniform production batch number is allocated as a corresponding first batch number; writing corresponding first batch numbers in all first interface ring notes and all first bellmouth ring labels of the batch of pipes; creating a new first batch sub-information base in the production information base based on the first batch number, all first pipe identifiers, all first pipeline lengths, all first interface ring identifiers and all first socket ring identifiers corresponding to each batch of production qualified prestressed steel cylinder concrete pipes;

the production information base comprises a plurality of first batch sub-information bases; the first batch sub-information base corresponds to the first batch number one by one;

the first batch sub-information base comprises a plurality of first production information records; the first production information record comprises a first batch number field, a first pipe identification field, a first pipe length field, a first interface ring identification field and a first socket ring identification field; the first production information records are in one-to-one correspondence with the first PCCP pipes; all of the first lot number fields in the first lot sub-information library are the same.

Step 2, updating an installation information base in the installation stage of the stress steel cylinder concrete pipe;

The method specifically comprises the following steps: in the installation stage of the stress steel cylinder concrete pipe, a unique pipe network identification code is allocated to a stress steel cylinder concrete pipe network corresponding to the current installation task and is recorded as a corresponding first pipe network identification; creating a new first pipe network sub-information base in the installation information base, wherein the new first pipe network sub-information base corresponds to the current first pipe network identifier; in the installation process, each time the installation of a butt joint point of a stress steel cylinder concrete pipe is completed, the installation information of the current butt joint point is acquired to generate corresponding first installation information records, and the corresponding first installation information records are added into a corresponding first pipe network sub-information base;

the installation information base comprises a plurality of first pipe network sub information bases; the first pipe network sub information base corresponds to the first pipe network identifiers one by one;

the first pipe network sub-information base comprises a plurality of first installation information records; the first installation information record comprises a first bit coordinate field, a first bit pipe network identification field, a first bit interface pipe batch number field, a first bit interface pipe identification field, a first bit interface pipe upstream and downstream type field, a first bit interface ring identification field, a first bit socket pipe batch number field, a first bit socket pipe identification field, a first bit socket pipe upstream and downstream type field and a first bit pipe socket ring identification field; all first point pipe network identification fields in each first pipe network sub-information base are the same, and are the first pipe network identifications corresponding to the current first pipe network sub-information base;

Each first installation information record corresponds to a butt joint point of a stress steel cylinder concrete pipe, each butt joint point of the stress steel cylinder concrete pipe corresponds to two first PCCP pipes, an interface ring is provided in the corresponding two first PCCP pipes to be installed and is marked as a corresponding interface PCCP pipe, and a bellmouth ring is provided to be installed and is marked as a corresponding bellmouth PCCP pipe;

the first bit interface tube batch number field is the first batch number of the corresponding interface PCCP tube; the first bit interface pipe identification field is a first pipe identification of a corresponding interface PCCP pipe; the upstream and downstream type field of the first bit interface pipe is a liquid flow direction type of the corresponding interface PCCP pipe, and the liquid flow direction type comprises an upstream type and a downstream type; the first point bit interface ring identification field is a first interface ring identification of an interface ring used for installing the point bit on a corresponding interface PCCP pipe;

the first bit socket pipe batch number field is the first batch number of the corresponding socket PCCP pipe; the first bit socket pipe identification field is a first pipe identification of the corresponding socket PCCP pipe; the upstream and downstream type field of the first point socket pipe is the liquid flow direction type of the corresponding socket PCCP pipe; the first point pipe bellmouth ring identification field is the first bellmouth ring identification of the bellmouth ring used for the point installation on the corresponding bellmouth PCCP pipe.

Step 3, in the operation and maintenance inspection process of the stress steel cylinder concrete pipe network, carrying out information tracing on each abnormal inspection point position to generate corresponding first point position abnormal data; carrying out associated information tracing according to the production information base, the installation information base and the first point position abnormal data to generate a corresponding first tracing report;

the method specifically comprises the following steps: step 31, in the operation and maintenance inspection process of the stress steel cylinder concrete pipe network, carrying out information tracing on each inspection point position with an abnormality to generate corresponding first point position abnormal data;

the first point position abnormal data comprises a first abnormal point position pipe network identifier, a first batch number, a first pipe identifier, a first interface ring identifier, a first socket ring identifier and a first abnormal data set; the first set of abnormal data sets includes one or more first abnormal data sets; the first anomaly data set includes a first anomaly type and a first anomaly parameter; the first anomaly type includes a pipe flow speed anomaly type, a pipe flow anomaly type, a pipe water hammer anomaly type, a pipe sedimentation anomaly type, a pipe leakage anomaly type, a pipe aging anomaly type, and a pipe damage anomaly type; when the first abnormal type is a pipeline flow speed abnormal type, the corresponding first abnormal parameter is a first pipeline flow speed; when the first abnormal type is a pipeline flow abnormal type, the corresponding first abnormal parameter is the first pipeline flow; when the first abnormal type is the abnormal type of the pipeline water hammer, the corresponding first abnormal parameter is the first pipeline internal pressure; when the first abnormal type is a pipeline sedimentation abnormal type, the corresponding first abnormal parameter is the sedimentation thickness of the first pipeline; when the first abnormal type is a pipeline leakage abnormal type, the corresponding first abnormal parameter is a first leakage pipeline mark; when the first abnormal type is a pipeline aging abnormal type, the corresponding first abnormal parameter is a first aging pipeline identifier; when the first abnormal type is a pipeline damage abnormal type, the corresponding first abnormal parameter is a first damaged pipeline mark;

The method specifically comprises the following steps: step 311, taking a first pipe network identifier corresponding to the inspection point position with the current abnormality as a corresponding first abnormal point position pipe network identifier; reading tag information of a first interface ring note and a first bellmouth ring tag of a first PCCP pipe where a current inspection point is located to obtain a corresponding first batch number, a first pipe identifier, a first interface ring identifier and a first bellmouth ring identifier;

step 312, classifying the anomalies occurring in the current inspection point to generate one or more corresponding first anomaly data sets to form corresponding first anomaly data set sets;

the method specifically comprises the following steps: step 3121, measuring the liquid flow velocity in the pipeline of the stress steel cylinder concrete pipe where the current inspection point is located to generate a corresponding first pipeline flow velocity; if the first pipeline flow rate exceeds a preset abnormal flow rate threshold value, setting a corresponding first abnormal type as a pipeline flow rate abnormal type, taking the first pipeline flow rate as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

here, a sensor capable of measuring the current flow rate in the PCCP pipe is preset in the PCCP pipe according to the embodiment of the present invention, and the flow rate information, that is, the flow rate of the first pipe, can be obtained through a device, a module, a terminal or equipment capable of being directly or indirectly connected with the sensor; the abnormal flow rate threshold value is a preset large flow rate threshold value;

3122, measuring the liquid flow in the pipeline of the stress steel cylinder concrete pipe where the current inspection point is located to generate a corresponding first pipeline flow; if the first pipeline flow does not meet the preset normal flow range, setting a corresponding first abnormal type as a pipeline flow abnormal type, taking the first pipeline flow as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

here, a sensor capable of measuring the current pipe flow of the PCCP pipe is preset in the PCCP pipe according to the embodiment of the present invention, and the flow information, that is, the first pipe flow, can be obtained through a device, a module, a terminal or equipment capable of being directly or indirectly connected with the sensor; the normal flow range is a preset flow value range and consists of corresponding minimum and maximum normal flow values;

3123, identifying whether the current inspection point is located in the stress steel cylinder concrete pipe to generate a pipeline water hammer effect; if yes, estimating the average value of the pressure of the inner wall of the pipeline of the current stress steel cylinder concrete pipe to obtain a corresponding first pipeline internal pressure, setting a corresponding first abnormal type as a pipeline water hammer abnormal type, taking the first pipeline internal pressure as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

Here, a sensor capable of measuring and estimating the average value of the current pipeline inner wall pressure of the PCCP pipe is also preset in the PCCP pipe according to the embodiment of the present invention, and the first pipeline inner pressure is obtained by a device, a module, a terminal or equipment capable of being directly or indirectly connected with the sensor;

3124, measuring the thickness of sediment in the pipeline of the stress steel cylinder concrete pipe where the current inspection point is located to generate a corresponding first pipeline sedimentation thickness; identifying whether the sedimentation thickness of the first pipeline exceeds a preset sedimentation thickness threshold value; if yes, setting a corresponding first abnormal type as a pipeline sedimentation abnormal type, taking the first pipeline sedimentation thickness as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

here, a sensor capable of measuring the current thickness of the falling object in the PCCP pipe is also preset in the PCCP pipe according to the embodiment of the present invention, and the information of the thickness of the falling object in the pipe, that is, the first pipe settlement thickness, can be obtained through a device, a module, a terminal or equipment capable of being directly or indirectly connected with the sensor; the sedimentation thickness threshold value is a preset larger thickness threshold value;

3125, identifying whether the pipeline leakage problem occurs in the stress steel cylinder concrete pipe where the current inspection point is located; if yes, reading a corresponding first pipe mark from a first interface ring note or a first socket ring label of the current stress steel cylinder concrete pipe as a corresponding first leakage pipeline mark, setting a corresponding first abnormal type as a pipeline leakage abnormal type, taking the first leakage pipeline mark as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

here, when the problem of pipeline leakage of the stress steel cylinder concrete pipe where the current inspection point is located is identified, the problem can be identified manually or by a sensor; if the identification is to be performed through a sensor, a sensor capable of detecting whether leakage occurs in the PCCP pipe currently is preset in the PCCP pipe or outside, and an identification result of the leakage problem can be obtained through a device, a module, a terminal or equipment which can be directly or indirectly connected with the sensor;

3126, identifying whether the aging problem of the pipeline occurs in the stress steel cylinder concrete pipe where the current inspection point is located; if yes, reading a corresponding first pipe mark from a first interface ring note or a first socket ring label of the current stress steel cylinder concrete pipe as a corresponding first aging pipeline mark, setting a corresponding first abnormal type as a pipeline aging abnormal type, taking the first aging pipeline mark as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

Here, when the problem of pipeline aging of the stress steel cylinder concrete pipe where the current inspection point is located is identified, the problem can be identified manually or by a sensor; if the PCCP is to be identified by a sensor, a sensor capable of detecting whether the PCCP is aged currently or not is preset in the PCCP or outside of the PCCP, and an identification result of the aging problem can be obtained by a device, a module, a terminal or equipment which can be directly or indirectly connected with the sensor;

3127, identifying whether the stress steel cylinder concrete pipe where the current inspection point is located has a pipeline damage problem; if yes, reading a corresponding first pipe mark from a first interface ring note or a first socket ring label of the current stress steel cylinder concrete pipe as a corresponding first damaged pipeline mark, setting a corresponding first abnormal type as a pipeline damage abnormal type, taking the first damaged pipeline mark as a corresponding first abnormal parameter, and forming a corresponding first abnormal data set by the obtained first abnormal type and the first abnormal parameter;

here, when the problem of whether the pipeline damage occurs to the stress steel cylinder concrete pipe where the current inspection point is located is identified, the problem can be identified manually or by a sensor; if the PCCP pipe is to be identified through a sensor, a sensor capable of detecting whether the PCCP pipe is damaged currently or not is preset in the PCCP pipe or outside, and an identification result of the pipeline damage problem can be obtained through a device, a module, a terminal or equipment which can be directly or indirectly connected with the sensor;

Step 3128, and when the number of the obtained first abnormal data sets is greater than 0, forming a corresponding first abnormal data set from the obtained one or more first abnormal data sets;

step 313, and forming corresponding first point position abnormal data by the obtained first abnormal point position pipe network identifier, the first batch number, the first pipe identifier, the first interface ring identifier, the first socket ring identifier and the first abnormal data group set;

step 32, performing associated information tracing according to the production information base, the installation information base and the first point position abnormal data to generate a corresponding first tracing report;

the method specifically comprises the following steps: step 321, taking a first exception type in the first bit exception data as a corresponding current exception type;

step 322, identifying the current anomaly type; if the current anomaly type is a pipe flow anomaly type, a pipe water hammer anomaly type or a pipe sedimentation anomaly type, then go to step 323; if the current anomaly type is a pipe leakage anomaly type, a pipe aging anomaly type, or a pipe damage anomaly type, then go to step 327;

step 323, taking the first abnormal parameter corresponding to the current abnormal type as the corresponding current pipeline flow speed, current pipeline flow, current pipeline internal pressure or current pipeline sedimentation thickness;

Step 324, inquiring a corresponding first, second, third or fourth corresponding relation table according to the current pipeline flow rate, the current pipeline internal pressure or the current pipeline sedimentation thickness to obtain a corresponding first upstream length and a corresponding first downstream length;

the method specifically comprises the following steps: step 3241, if the current anomaly type is a pipeline flow speed anomaly type, inquiring a corresponding first corresponding relation table according to the current pipeline flow speed, and extracting a first upstream associated length field and a first downstream associated length field of a first abnormal pipeline flow range field meeting a first corresponding relation record of the current pipeline flow speed in the first corresponding relation table as corresponding first upstream length and first downstream length;

the first corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the abnormal pipeline flow velocity and the upstream and downstream association length; the first corresponding relation table comprises a plurality of first corresponding relation records; the first correspondence record includes a first abnormal pipeline flow rate range field, a first upstream associated length field, and a first downstream associated length field;

here, each record in the first correspondence table corresponds to an abnormal pipeline flow rate range, that is, a first abnormal pipeline flow rate range field, and a set of experience values of upstream and downstream associated pipeline lengths, that is, a first upstream associated length field and a first downstream associated length field, where the set of experience values of upstream and downstream associated pipeline lengths represent pipeline lengths of an upstream and downstream pipeline with a point as an origin, where if the pipeline flow rate at the point is within the abnormal pipeline flow rate range, a risk of flow rate increase may occur; the pair of first upstream correlation length field and first downstream correlation length field may be obtained based on a statistical analysis result of long-term measurement data, or may be estimated based on a kalman-like filter model according to the latest historical data;

Step 3242, if the current anomaly type is a pipeline flow anomaly type, inquiring a corresponding second corresponding relation table according to the current pipeline flow, and extracting a second upstream associated length field and a second downstream associated length field of a second corresponding relation record in which a first abnormal pipeline flow range field in the second corresponding relation table meets the current pipeline flow as a corresponding first upstream length and a corresponding first downstream length;

the second corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the abnormal pipeline flow and the upstream and downstream association length; the second corresponding relation table comprises a plurality of second corresponding relation records; the second corresponding relation record comprises a first abnormal pipeline flow range field, a second upstream association length field and a second downstream association length field;

here, each record in the second correspondence table corresponds to an abnormal pipeline flow range, that is, a first abnormal pipeline flow range field, and a set of experience values of upstream and downstream associated pipeline lengths, that is, a second upstream associated length field and a second downstream associated length field, where the set of experience values of upstream and downstream associated pipeline lengths represent pipeline lengths of an upstream pipeline and a downstream pipeline with a point as an origin, where if the pipeline flow at the point is within the abnormal pipeline flow range, the risk of flow increase may occur; the pair of second upstream associated length field and second downstream associated length field may be obtained based on a statistical analysis result of long-term measurement data, or may be estimated based on a kalman-like filter model from the latest historical data;

Step 3243, if the current anomaly type is a pipeline water hammer anomaly type, inquiring a corresponding third corresponding relation table according to the current pipeline internal pressure, and extracting a third upstream associated length field and a third downstream associated length field of a third corresponding relation record in which a first abnormal pipeline internal pressure range field in the third corresponding relation table meets the current pipeline internal pressure as corresponding first upstream length and first downstream length;

the third corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the internal pressure of the abnormal pipeline and the upstream and downstream association length; the third corresponding relation table comprises a plurality of third corresponding relation records; the third corresponding relation record comprises a first abnormal pipeline internal pressure range field, a third upstream association length field and a third downstream association length field;

here, each record in the third correspondence table corresponds to an abnormal pipeline internal pressure range, that is, a first abnormal pipeline internal pressure range field, and a set of upstream and downstream associated pipeline length empirical values, that is, a third upstream associated length field and a third downstream associated length field, where the set of upstream and downstream associated pipeline length empirical values indicates pipeline lengths in which an internal pressure increase risk may occur in an upstream and downstream pipeline with a point as an origin if the pipeline internal pressure at the point is within the abnormal pipeline internal pressure range; the pair of third upstream associated length fields and third downstream associated length fields may be obtained based on statistical analysis results of long-term measurement data, or may be estimated based on a kalman-like filter model from the latest historical data;

Step 3244, if the current abnormal type is a pipe sedimentation abnormal type, inquiring a corresponding fourth corresponding relation table according to the current pipe sedimentation thickness, and extracting a fourth upstream associated length field and a fourth downstream associated length field of a fourth corresponding relation record in which a first abnormal pipe sedimentation thickness range field in the fourth corresponding relation table meets the current pipe sedimentation thickness as a corresponding first upstream length and a corresponding first downstream length;

the fourth corresponding relation table is a preset corresponding relation table for reflecting the corresponding relation between the sedimentation thickness of the abnormal pipeline and the upstream and downstream associated lengths; the fourth corresponding relation table comprises a plurality of fourth corresponding relation records; the fourth corresponding relation record comprises a first abnormal pipeline sedimentation thickness range field, a fourth upstream associated length field and a fourth downstream associated length field;

here, each record in the fourth correspondence table corresponds to an abnormal pipeline sediment thickness range, that is, a first abnormal pipeline sediment thickness field, and a set of upstream and downstream associated pipeline length empirical values, that is, a fourth upstream associated length field and a fourth downstream associated length field, where the set of upstream and downstream associated pipeline length empirical values indicates pipeline lengths at which an increased risk of sediment thickness may occur in an upstream and downstream pipeline with a point as an origin if the sediment thickness in the pipeline at the point is within the abnormal pipeline sediment thickness range; the pair of fourth upstream associated length field and fourth downstream associated length field may be obtained based on a statistical analysis result of long-term measurement data, or may be estimated based on a kalman-like filter model from the latest history data;

Step 325, performing point location upstream and downstream associated pipeline tracing processing according to the production information base, the installation information base, the first point location anomaly data, the first upstream length and the first downstream length to generate a corresponding first pipeline batch identification sequence;

the method specifically comprises the following steps: step 3251, initializing a first upstream pipeline batch identification sequence and a first downstream pipeline batch identification sequence to be empty; and setting the first remaining length as a first upstream length; and setting the second remaining length to be the first downstream length; extracting a first abnormal point position pipe network identifier, a first batch number and a first pipe identifier of the first point position abnormal data as corresponding current pipe network identifiers, current batch numbers and current pipe identifiers; the first pipe network sub-information base corresponding to the current pipe network identification in the installation information base is used as a corresponding current pipe network sub-information base; the first batch sub-information base corresponding to the current batch number in the production information base is used as a corresponding current batch sub-information base;

step 3252, using a first installation information record in which a first bit interface tube batch number field in the current pipe network sub-information base is matched with the current batch number and a first bit interface tube identification field is matched with the current pipe identification as a corresponding first record; the first installation information record in which the first point socket pipe batch number field in the current pipe network sub-information base is matched with the current batch number and the first point socket pipe identification field is matched with the current pipe identification is used as a corresponding second record; identifying whether an upstream type field and a downstream type field of a first bit interface tube of a first record are upstream types, if yes, extracting a corresponding first bit socket tube batch number field and a corresponding first bit socket tube identification field to serve as a corresponding upstream pipeline batch number and an upstream pipeline identification, and if not, extracting a corresponding first bit interface tube batch number field and a corresponding first bit interface tube identification field to serve as a corresponding downstream pipeline batch number and a corresponding downstream pipeline identification; identifying whether an upstream type field and a downstream type field of a first bit socket pipe of the second record are downstream types, if yes, extracting a corresponding first bit interface pipe batch number field and a corresponding first bit interface pipe identification field to serve as a corresponding upstream pipeline batch number and an upstream pipeline identification, and if not, extracting a corresponding first bit interface pipe batch number field and a corresponding first bit interface pipe identification field to serve as a corresponding downstream pipeline batch number and a corresponding downstream pipeline identification;

The upstream pipeline batch number and the upstream pipeline mark obtained in the current step are the last connecting pipe connected with the PCCP pipe (hereinafter referred to as an abnormal PCCP pipe) corresponding to the current abnormal inspection point, and the obtained downstream pipeline batch number and the downstream pipeline mark are the next connecting pipe connected with the abnormal PCCP pipe, wherein the last connecting pipe and the next connecting pipe are both referred to the flow direction of liquid in the pipe, namely the upstream connecting pipe located upstream of the abnormal PCCP pipe is referred to the flow direction of liquid in the pipe, and the downstream connecting pipe located downstream of the abnormal PCCP pipe is referred to the flow direction of liquid in the pipe;

step 3253, adding a first upstream pipeline batch identifier corresponding to the obtained upstream pipeline batch number and the upstream pipeline identifier to a first upstream pipeline batch identifier sequence; extracting a first pipeline length field of a first production information record, which is matched with an upstream pipeline identifier, from a first pipeline identifier field in a current batch sub-information base to serve as a corresponding upstream pipeline length; and taking the difference of the first remaining length minus the upstream pipeline length as a new first remaining length; and identifying whether the new first remaining length is less than 0; if yes, go to step 3255; if not, go to step 3254;

Step 3254, matching the first bit interface tube batch number field in the current pipe network sub information base with the upstream pipe batch number, matching the first bit interface tube identification field with the upstream pipe identification, and using the first installation information record with the downstream type of the upstream type field of the first bit interface tube as the corresponding third record; if the obtained third record is not empty, extracting the first point socket pipe batch number field and the first point socket pipe identification field of the third record to serve as a new upstream pipeline batch number and an upstream pipeline identification, and returning to the step 3253; if the obtained third record is empty, the first installation information record with the first point socket pipe batch number field matched with the upstream pipeline batch number and the first point socket pipe identification field matched with the upstream pipeline identification and the first point socket pipe upstream and downstream type field being the downstream type in the current pipe network sub information base is used as a corresponding fourth record, the first point interface pipe batch number field and the first point interface pipe identification field of the fourth record are extracted to be used as new upstream pipeline batch numbers and upstream pipeline identifications, and the step 3253 is returned;

here, in the embodiment of the present invention, in the steps 3253 to 3254, the last connection pipe of the PCCP pipe is used as the starting pipe, and the upstream pipe search is performed in a loop iteration manner until the accumulated length of the upstream pipe exceeds the first remaining length, that is, the first upstream length, and the output result of the upstream pipe search is the first upstream pipe batch identification sequence;

Step 3255, adding a first downstream pipeline batch identifier corresponding to the obtained downstream pipeline batch number and the downstream pipeline identifier to a first downstream pipeline batch identifier sequence; extracting a first pipeline length field of a first production information record matched with a downstream pipeline identifier from a first pipeline identifier field in a current batch sub-information library to serve as a corresponding downstream pipeline length; and taking the difference of the second remaining length minus the downstream pipeline length as a new second remaining length; and identifying whether the new first remaining length is less than 0; if yes, go to step 3257; if not, go to step 3256;

step 3256, the first installation information record of which the first point socket pipe batch number field is matched with the downstream pipeline batch number, the first point socket pipe identification field is matched with the downstream pipeline identification and the upstream type field of the upstream type of the first point socket pipe in the current pipe network sub information base is used as the corresponding fifth record; if the fifth record is not empty, extracting the first bit interface tube batch number field and the first bit interface tube identification field of the fifth record to be used as a new downstream pipeline batch number and a new downstream pipeline identification, and returning to the step 3255; if the obtained fifth record is empty, a first installation information record with a first bit interface tube batch number field in the current pipe network sub information base matched with the downstream pipe batch number, a first bit interface tube identification field matched with the downstream pipe identification and an upstream type field of an upstream type of a first bit interface tube is used as a corresponding sixth record, a first bit socket tube batch number field and a first bit socket tube identification field of the sixth record are extracted to be used as a new downstream pipe batch number and a new downstream pipe identification, and the step 3255 is returned;

In the embodiment of the present invention, in the steps 3255-3256, the next connection pipe of the PCCP pipe is used as the starting pipe, and the downstream pipe search is performed in a cyclic iteration manner until the accumulated length of the downstream pipe exceeds the second remaining length, that is, the first downstream length, and the output result of the downstream pipe search is the first downstream pipe batch identification sequence;

step 3257, forming a corresponding first pipeline batch identification sequence from the latest first upstream pipeline batch identification sequence and the first downstream pipeline batch identification sequence;

here, the first pipeline batch identification sequence implemented by the invention is upstream and downstream PCCP pipe tracing information corresponding to dynamic anomalies (such as flow velocity anomalies, flow anomalies, water hammer anomalies, sedimentation anomalies, etc.); the reason why the flow velocity abnormality, the flow volume abnormality, the water hammer abnormality, the sedimentation abnormality and the like are all attributed to dynamic abnormalities is that the abnormalities do not necessarily continue to occur at the point where the abnormality occurs at present, and the abnormalities may disappear at a later time;

step 326, a corresponding first abnormal pipeline traceability report is formed by the current abnormal type and the corresponding first pipeline batch identification sequence; go to step 328;

step 327, taking the first abnormal parameter corresponding to the current abnormal type as the corresponding current abnormal parameter; the first batch number of the first bit abnormal data is used as the corresponding current batch number; the first batch sub-information base corresponding to the current batch number in the production information base is used as a corresponding current batch sub-information base; extracting first pipe identification fields of each first production information record of the current batch sub-information base to serve as corresponding same-batch pipe identifications, and forming a corresponding same-batch pipe identification sequence by all obtained same-batch pipe identifications; the corresponding second abnormal pipeline traceability report is formed by the current abnormal type and the same batch of pipeline identification sequences;

The same batch pipeline identification sequence implemented by the invention is the same batch PCCP pipe tracing information corresponding to static anomalies (such as leakage anomalies, aging anomalies, damage anomalies and the like); the leakage abnormality, aging abnormality, damage abnormality and the like are all attributed to static abnormality because once the abnormality occurs at the point where the abnormality occurs currently, the abnormality continues to exist at a later time;

step 328, identifying whether the current exception type is the last first exception type in the first bit exception data; if yes, go to step 329; if not, taking the next first exception type in the first bit exception data as the new current exception type, and returning to the step 322;

step 329, forming a corresponding first tracing report by the first point abnormal data, all first abnormal pipeline tracing reports and all second abnormal pipeline tracing reports.

Fig. 2 is a schematic structural diagram of an electronic device according to a second embodiment of the present invention. The electronic device may be a terminal device or a server for implementing the method of the embodiment of the present invention, or may be a terminal device or a server for implementing the method of the embodiment of the present invention, which is connected to the foregoing terminal device or server. As shown in fig. 2, the electronic device may include: a processor 301 (e.g., a CPU), a memory 302, a transceiver 303; the transceiver 303 is coupled to the processor 301, and the processor 301 controls the transceiving actions of the transceiver 303. The memory 302 may store various instructions for performing the various processing functions and implementing the processing steps described in the method embodiments previously described. Preferably, the electronic device according to the embodiment of the present invention further includes: a power supply 304, a system bus 305, and a communication port 306. The system bus 305 is used to implement communication connections between the elements. The communication port 306 is used for connection communication between the electronic device and other peripheral devices.

The system bus 305 referred to in fig. 2 may be a peripheral component interconnect standard (Peripheral Component Interconnect, PCI) bus, or an extended industry standard architecture (Extended Industry Standard Architecture, EISA) bus, or the like. The system bus may be classified into an address bus, a data bus, a control bus, and the like. For ease of illustration, the figures are shown with only one bold line, but not with only one bus or one type of bus. The communication interface is used to enable communication between the database access apparatus and other devices (e.g., clients, read-write libraries, and read-only libraries). The Memory may comprise random access Memory (Random Access Memory, RAM) and may also include Non-Volatile Memory (Non-Volatile Memory), such as at least one disk Memory.

The processor may be a general-purpose processor, including a central processing unit (Central Processing Unit, CPU), a network processor (Network Processor, NP), a graphics processor (Graphics Processing Unit, GPU), etc.; but also digital signal processors (Digital Signal Processor, DSP), application specific integrated circuits (Application Specific Integrated Circuit, ASIC), field programmable gate arrays (Field Programmable Gate Array, FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components.

It should be noted that, the embodiments of the present invention also provide a computer readable storage medium, where instructions are stored, when the computer readable storage medium runs on a computer, to cause the computer to perform the method and the process provided in the above embodiments.

The embodiment of the invention also provides a chip for running the instructions, and the chip is used for executing the processing steps described in the embodiment of the method.

Those of skill would further appreciate that the various illustrative elements and algorithm steps described in connection with the embodiments disclosed herein may be implemented as electronic hardware, computer software, or combinations of both, and that the various illustrative elements and steps are described above generally in terms of function in order to clearly illustrate the interchangeability of hardware and software. Whether such functionality is implemented as hardware or software depends upon the particular application and design constraints imposed on the solution. Skilled artisans may implement the described functionality in varying ways for each particular application, but such implementation decisions should not be interpreted as causing a departure from the scope of the present invention.

The steps of a method or algorithm described in connection with the embodiments disclosed herein may be embodied in hardware, in a software module executed by a processor, or in a combination of the two. The software modules may be disposed in Random Access Memory (RAM), memory, read Only Memory (ROM), electrically programmable ROM, electrically erasable programmable ROM, registers, hard disk, a removable disk, a CD-ROM, or any other form of storage medium known in the art.

The foregoing description of the embodiments has been provided for the purpose of illustrating the general principles of the invention, and is not meant to limit the scope of the invention, but to limit the invention to the particular embodiments, and any modifications, equivalents, improvements, etc. that fall within the spirit and principles of the invention are intended to be included within the scope of the invention.

Claims

1. The method for tracing the source of the prestressed steel cylinder concrete pipe based on the radio frequency tag is characterized by comprising the following steps of:

in the operation and maintenance inspection process of the stress steel cylinder concrete pipe network, carrying out information tracing on each abnormal inspection point to generate corresponding first point abnormal data; carrying out associated information tracing according to the production information base, the installation information base and the first point position abnormal data to generate a corresponding first tracing report;

wherein, the updating production information base in the production process of the stress steel cylinder concrete pipe specifically comprises:

the first batch sub-information base comprises a plurality of first production information records; the first production information record comprises a first batch number field, a first pipe identification field, a first pipeline length field, a first interface ring identification field and a first socket ring identification field; the first production information records are in one-to-one correspondence with the first PCCP pipes; all the first batch number fields in the first batch sub-information base are the same;

The method for updating the installation information base in the installation stage of the stress steel cylinder concrete pipe specifically comprises the following steps:

the first bit socket pipe batch number field is the first batch number of the corresponding socket PCCP pipe; the first bit socket pipe identification field is the first pipe identification of the corresponding socket PCCP pipe; the upstream and downstream type field of the first point socket pipe is the corresponding liquid flow direction type of the socket PCCP pipe; the first point pipe socket ring identification field is the first socket ring identification of the corresponding socket ring used for installing the point on the socket PCCP pipe;

The method for generating the first point abnormal data by tracing the information of each abnormal inspection point specifically comprises the following steps:

the first point position abnormal data comprises the first abnormal point position pipe network identifier, the first batch number, the first pipe identifier, the first interface ring identifier, the first socket ring identifier and the first abnormal data set; the first set of abnormal data sets includes one or more of the first abnormal data sets; the first anomaly data set includes a first anomaly type and a first anomaly parameter; the first anomaly type comprises a pipeline flow speed anomaly type, a pipeline flow anomaly type, a pipeline water hammer anomaly type, a pipeline sedimentation anomaly type, a pipeline leakage anomaly type, a pipeline aging anomaly type and a pipeline damage anomaly type; when the first abnormal type is a pipeline flow speed abnormal type, the corresponding first abnormal parameter is a first pipeline flow speed; when the first abnormal type is a pipeline flow abnormal type, the corresponding first abnormal parameter is a first pipeline flow; when the first abnormal type is a pipeline water hammer abnormal type, the corresponding first abnormal parameter is a first pipeline internal pressure; when the first abnormal type is a pipeline sedimentation abnormal type, the corresponding first abnormal parameter is a first pipeline sedimentation thickness; when the first abnormal type is a pipeline leakage abnormal type, the corresponding first abnormal parameter is a first leakage pipeline mark; when the first abnormal type is a pipeline aging abnormal type, the corresponding first abnormal parameter is a first aging pipeline identifier; when the first abnormal type is a pipeline damage abnormal type, the corresponding first abnormal parameter is a first damaged pipeline mark;

The step of performing associated information tracing according to the production information base, the installation information base and the first point position abnormal data to generate a corresponding first tracing report specifically comprises the following steps:

wherein,

2. The method for tracing the prestressed steel cylinder concrete pipe based on the radio frequency tag according to claim 1, wherein the performing the tracing process of the point location upstream and downstream associated pipes according to the production information base, the installation information base, the first point location anomaly data, the first upstream length and the first downstream length to generate a corresponding first pipe batch identification sequence specifically comprises:

3. An electronic device, comprising: memory, processor, and transceiver;

the processor being adapted to be coupled to the memory, read and execute the instructions in the memory to implement the method steps of any of claims 1-2;

4. A computer readable storage medium storing computer instructions which, when executed by a computer, cause the computer to perform the instructions of the method of any one of claims 1-2.