CN115600899B - Prefabricated concrete culvert pipe water stop component operation supervision system based on big data - Google Patents
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Abstract
The invention discloses a precast concrete culvert pipe water-stopping member operation monitoring system based on big data, which relates to the technical field of culvert pipe water-stopping member operation monitoring, and solves the technical problems that in the prior art, the water-stopping member in a pipe network area cannot be divided and the operation monitoring cannot be performed according to divided water-stopping firmware; and (3) monitoring the operation of the branch components in the pipe network area, and judging whether the operation state of the branch components in the adjacent pipe network area is normal, so that the operation rationality of the branch components is ensured, and the damage to the branch components caused by unreasonable matching of the pipe network area is prevented.
Description
Technical Field
The invention relates to the technical field of culvert pipe water stop member operation supervision, in particular to a prefabricated concrete culvert pipe water stop member operation supervision system based on big data.
Background
Culvert pipe refers to a pipeline buried below the ground surface, which is formed by pouring reinforced concrete and is commonly called cement pipe. Small culverts are also made of metallic materials. The water diversion pipeline is arranged under the full-section cofferdam dam, and is generally arranged as a water conveying pipeline. Water supply and drainage pipelines in most cities are made of multi-purpose cement pipes. The water-stopping member is used as three common water-stopping measures in the building engineering, and the common types of the water-stopping member are water-stopping strips, water-stopping strips and water-stopping steel plates.
However, in the prior art, the pipe network constructed by the culvert pipe cannot be classified according to the real-time environment, and the performance of the water stop component cannot be detected according to different pipe network areas, so that the operation efficiency of the pipe network area cannot be guaranteed.
In view of the above technical drawbacks, a solution is now proposed.
Disclosure of Invention
The invention aims to solve the problems, and provides a prefabricated concrete culvert pipe water stop member operation monitoring system based on big data, which is used for analyzing a pipe network constructed by a current concrete culvert pipe and judging the working strength and the fault risk of the current culvert pipe network, so that the detection strength of the culvert pipe network is improved, the operation stability of the culvert pipe network is ensured, the fault monitoring accuracy of the culvert pipe network is improved, and the fault risk of the culvert pipe network is reduced; and analyzing and early warning the water stop members in each pipe network area, and judging whether the running quality of the water stop members in the pipe network area is qualified or not, so that the running efficiency of the water stop members in each pipe network area is ensured.
The aim of the invention can be achieved by the following technical scheme:
the utility model provides a precast concrete culvert pipe stagnant water component operation supervisory systems based on big data, includes the server, and the server communication is connected with:
the culvert pipe network analysis unit is used for analyzing the pipe network constructed by the current concrete culvert pipe, analyzing the culvert pipe network of the real-time monitoring area, dividing the culvert pipe network into i pipe network areas, wherein i is a natural number larger than 1, and grading the pipe network areas through analysis; marking water stop members corresponding to the culverts in the same pipe network area as same support members, marking water stop members corresponding to the joints of adjacent pipe network areas as branch members, and sending numbers of the corresponding type areas and the corresponding member types to a server
The water-stopping component early warning unit is used for carrying out analysis early warning on the water-stopping components in each pipe network area, setting the water-stopping components with the numbers k being natural numbers larger than 1, obtaining water-stopping component early warning analysis coefficients of each pipe network area through analysis, comparing and generating component qualified signals and component unqualified signals according to the water-stopping component early warning analysis coefficients, and sending the component qualified signals and the component unqualified signals to the server;
the same-branch pipeline monitoring unit is used for monitoring the same-branch components in the pipe network area, generating an operation fault signal, an operation risk signal, a component replacement signal and a same-branch qualified signal through analysis, and sending the operation fault signal, the operation risk signal, the component replacement signal and the same-branch qualified signal to the server;
and the branch pipeline monitoring unit is used for monitoring the operation of branch components in the pipe network area, analyzing the matched operation of the pipe network area, generating a branch component qualified signal and a branch component unqualified signal through analysis, and sending the branch component qualified signal and the branch component unqualified signal to the server.
As a preferred embodiment of the present invention, the culvert pipe network analysis unit operates as follows:
the maximum pre-buried depth of the culvert pipes in each pipe network area and the maximum pre-buried depth difference value of the culvert pipes in the corresponding pipe network area are collected and compared with a pre-buried depth threshold value and a pre-buried depth difference value threshold value respectively:
if the maximum embedded depth of the culverts in the pipe network area exceeds the embedded depth threshold value and the maximum embedded depth difference value of the culverts in the corresponding pipe network area does not exceed the embedded depth difference value threshold value, marking the corresponding pipe network area as a primary environment influence area; if the maximum embedded depth of the culverts in the pipe network area exceeds the embedded depth threshold value and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, marking the corresponding pipe network area as a secondary environment influence area;
if the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, or the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area does not exceed the embedded depth difference value threshold value, marking the corresponding pipe network area as a three-level environment influence area.
As a preferred embodiment of the present invention, the operation process of the water stop member early warning unit is as follows:
collecting sustainable operation time of water stopping components in each pipe network area; collecting the water flux of the culvert pipe corresponding to the water stopping component in the sustainable operation time period and the water seepage quantity of the water stopping component when the sustainable operation time period is outside; acquiring the early warning analysis coefficients of the water stopping components of each pipe network area through analysis;
comparing the early warning analysis coefficient of the water stopping component of each pipe network area with an early warning analysis coefficient threshold value: if the early warning analysis coefficient of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient of the water stopping component in the pipe network area does not exceed the early warning analysis coefficient threshold, generating a component failure signal and sending the component failure signal to a server; after receiving the building failure signal, the server maintains the corresponding water stopping component.
As a preferred embodiment of the present invention, the co-branched pipe monitoring unit operates as follows:
in the same operation task, the maximum osmotic pressure difference value corresponding to the same supporting component and the osmotic water quantity difference value of the adjacent same supporting component in the water passing process of the pipe network area are obtained, and compared with an osmotic pressure difference value threshold and an osmotic water quantity difference threshold respectively:
if the maximum osmotic pressure difference value corresponding to the same supporting component exceeds an osmotic pressure difference value threshold value in the water passing process of the pipe network area and the osmotic water quantity difference of the adjacent same supporting component exceeds an osmotic water quantity difference threshold value, generating an operation fault signal and sending the operation fault signal to a server; if the maximum osmotic pressure difference value corresponding to the same supporting member exceeds an osmotic pressure difference value threshold value in the water passing process of the pipe network area and the osmotic water quantity difference of the adjacent same supporting member does not exceed an osmotic water quantity difference threshold value, generating an operation risk signal and sending the operation risk signal to a server;
if the maximum osmotic pressure difference value corresponding to the same supporting component in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same supporting component exceeds the osmotic water quantity difference threshold value, judging to generate a component replacement signal and sending the component replacement signal to a server; if the maximum osmotic pressure difference value corresponding to the same support member in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same support member does not exceed the osmotic water quantity difference threshold value, the same support member is judged to be qualified in operation monitoring, a same support qualified signal is generated, and the same support qualified signal is sent to a server.
As a preferred embodiment of the present invention, the lateral pipe monitoring unit operates as follows:
in the adjacent pipe network region matching process, when the pipe network region of a low level is matched with the pipe network region of a high level, the pipe network region matching is marked as buffer matching; when a pipe network region with a high level is matched with a pipe network region with a low level, marking the pipe network region matching as supercharging matching; and analyzing the buffer coordination and the increase coordination of the pipeline network area.
As a preferred embodiment of the present invention, the buffer coordination and increase coordination corresponding analysis process of the pipe network area is as follows:
the method comprises the steps of collecting alternating periods of buffer matching and pressurizing matching of corresponding branch members and continuous operation time of pressurizing matching of the corresponding branch members in a pipe network area, and comparing the alternating periods with a threshold range of the alternating periods and a threshold range of the continuous operation time respectively:
if the alternating period of buffer matching and pressurizing matching of the corresponding branch components in the pipe network area is in the alternating period threshold range and the continuous operation duration of pressurizing matching of the corresponding branch components is in the continuous operation duration threshold range, generating a branch component qualified signal and sending the branch component qualified signal to a server;
if the alternating period of the buffer matching and the pressurizing matching of the corresponding branch components in the pipe network area is not in the threshold range of the alternating period, or the continuous operation duration of the pressurizing matching of the corresponding branch components is not in the threshold range of the continuous operation duration, generating a branch component disqualification signal and sending the branch component disqualification signal to a server.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the pipe network constructed by the current concrete pipe network is analyzed, and the working strength and the fault risk of the current pipe network are judged, so that the detection strength of the pipe network is improved, the running stability of the pipe network is ensured, the fault monitoring accuracy of the pipe network is improved, and the fault risk of the pipe network is reduced; analyzing and early warning the water stop members in each pipe network area, judging whether the running quality of the water stop members in the pipe network area is qualified, thereby ensuring the running efficiency of the water stop members in each pipe network area, preventing the water stop members from being abnormal to cause the failure of the culvert pipe in water prevention, reducing the running efficiency of the culvert pipe and affecting the qualification of the execution of water supply tasks;
2. in the invention, the same supporting component in the pipe network area is monitored, and whether the running of the water stopping component in the pipe network area is qualified is judged, so that the running efficiency of the water stopping component in the same pipe network area is ensured, the qualification of the water stopping component is improved, the monitoring force is improved, the fault risk of the water stopping component is reduced, and the running quality of the pipe network area is conveniently enhanced; and (3) monitoring the operation of the branch components in the pipe network area, and judging whether the operation state of the branch components in the adjacent pipe network area is normal, so that the operation rationality of the branch components is ensured, the damage of the branch components caused by unreasonable matching of the pipe network area is prevented from being large, the water stopping effect of the branch components is reduced, and the operation of the pipe network area is influenced.
Drawings
The present invention is further described below with reference to the accompanying drawings for the convenience of understanding by those skilled in the art.
Fig. 1 is a functional block diagram of the present invention.
Detailed Description
In order that those skilled in the art will better understand the present invention, a technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in which 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.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment may be included in at least one embodiment of the invention. The appearances of such phrases in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. Those of skill in the art will explicitly and implicitly appreciate that the embodiments described herein may be combined with other embodiments.
Referring to fig. 1, a prefabricated concrete culvert pipe water stopping component operation monitoring system based on big data comprises a server, wherein the server is in communication connection with a culvert pipe network analysis unit, a same-branch pipe monitoring unit, a branch pipe monitoring unit and a water stopping component early warning unit, and the server is in bidirectional communication connection with the culvert pipe network analysis unit, the same-branch pipe monitoring unit, the branch pipe monitoring unit and the water stopping component early warning unit;
the method comprises the steps that a server generates culvert pipe network analysis signals and sends the culvert pipe network analysis signals to a culvert pipe network analysis unit, and after the culvert pipe network analysis unit receives the culvert pipe network analysis signals, the pipe network constructed by the current concrete culvert pipe is analyzed, and the working strength and the fault risk of the current culvert pipe network are judged, so that the detection strength of the culvert pipe network is improved, the running stability of the culvert pipe network is ensured, meanwhile, the fault monitoring accuracy of the culvert pipe network is improved, and the fault risk of the culvert pipe network is reduced;
analyzing culvert pipe networks in the real-time monitoring areas, dividing the culvert pipe networks into i pipe network areas, wherein i is a natural number larger than 1, collecting the maximum embedded depth of the culvert pipes in each pipe network area and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area, and comparing the maximum embedded depth of the culvert pipes in each pipe network area and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area with an embedded depth threshold value and an embedded depth difference value respectively:
if the maximum pre-buried depth of the culvert pipes in the pipe network area exceeds the pre-buried depth threshold value and the maximum pre-buried depth difference value of the culvert pipes in the corresponding pipe network area does not exceed the pre-buried depth difference value threshold value, judging that the running environment of the current pipe network area is bad, and marking the corresponding pipe network area as a primary environment influence area;
it can be understood that when the maximum embedded depth in the pipe network area is larger, if the difference value of the maximum embedded depth in the area is not large, the embedded depths of the current pipe network area are all in a deeper state;
if the maximum embedded depth of the culverts in the pipe network area exceeds the embedded depth threshold value and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, marking the corresponding pipe network area as a secondary environment influence area; it can be understood that when the maximum embedded depth in the pipe network area is larger, if the difference value of the maximum embedded depth in the area is larger, a deeper state and a relatively shallower state of the embedded depth of the current pipe network area are indicated;
if the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, or the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area does not exceed the embedded depth difference value threshold value, marking the corresponding pipe network area as a three-level environment influence area; it can be understood that when the maximum embedded depth in the pipe network area is smaller, if the difference value of the maximum embedded depth in the area is large, the embedded depths of the current pipe network area are relatively smaller;
therefore, in the application, the deeper the embedded depth of the culvert pipe is, the lower the detection accuracy and the maintenance difficulty are, namely the larger the environmental influence is, and the smaller the grade of the pipe network area is, the larger the environmental influence is;
marking water stop members corresponding to the culverts in the same pipe network area as same support members, marking water stop members corresponding to the joints of adjacent pipe network areas as branch members, and sending numbers of corresponding type areas and corresponding member types to a server;
after the server receives the water stop member early warning signals, the water stop member early warning signals are generated and sent to the water stop member early warning units, after the water stop member early warning units receive the water stop member early warning signals, the water stop members in all pipe network areas are analyzed and early warned, and whether the running quality of the water stop members in the pipe network areas is qualified is judged, so that the running efficiency of the water stop members in all pipe network areas is ensured, the failure of the water stop members caused by the abnormal water stop members in the water stop members is prevented, the running efficiency of the culvert pipes is reduced, and the qualification of the execution of water supply tasks is influenced;
setting a reference number k for the water-stop member, wherein k is a natural number greater than 1, collecting the sustainable operation duration of the water-stop member in each pipe network area, and marking the sustainable operation duration of the water-stop member in each pipe network area as CXSk; collecting the water flux of the culvert pipe of the corresponding water stopping member in the sustainable operation time period and the water seepage of the water stopping member when the corresponding water stopping member is out of the sustainable operation time period, and marking the water flux of the culvert pipe of the corresponding water stopping member in the sustainable operation time period and the water seepage of the water stopping member when the corresponding water stopping member is out of the sustainable operation time period as STTk and STLk respectively;
by the formula
Acquiring a water stopping component early warning analysis coefficient Xk of each pipe network region, wherein a1, a2 and a3 are preset proportional coefficients, a1 is more than a2 and more than a3 is more than 0, beta is an error correction factor, and the value is 0.85 when the pipe network region is a primary environment influence region; when the pipe network area is a secondary influence area, the value is 0.98; when the pipe network area is a three-level environment influence area, the value is 1.1;
comparing the early warning analysis coefficient Xk of the water stopping component of each pipe network area with an early warning analysis coefficient threshold value:
if the early warning analysis coefficient Xk of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold, judging that the early warning analysis of the corresponding water stopping component in the pipe network area is qualified, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient Xk of the water stopping component in the pipe network area does not exceed the early warning analysis coefficient threshold, judging that early warning analysis of the corresponding water stopping component in the pipe network area is unqualified, generating a component unqualified signal and sending the component unqualified signal to a server; after receiving the building failure signal, the server maintains and puts the corresponding water stopping component on the whole;
after receiving the construction qualified signal, the server generates a same-branch pipeline monitoring signal and a branch pipeline monitoring signal, and correspondingly transmits the same-branch pipeline monitoring signal and the branch pipeline monitoring signal to the same-branch pipeline monitoring unit and the branch pipeline monitoring unit, and after receiving the same-branch pipeline monitoring signal, the same-branch pipeline monitoring unit monitors the same-branch components in the pipe network area and judges whether the running of the water stopping components in the pipe network area is qualified, so that the running efficiency of the water stopping components in the same pipe network area is ensured, the qualification of the water stopping components is improved, the monitoring strength is improved, the fault risk of the water stopping components is reduced, and the running quality of the pipe network area is convenient to enhance;
in the same operation task, obtaining the maximum osmotic pressure difference value corresponding to the same supporting component and the osmotic water quantity difference value of the adjacent same supporting component in the water passing process of the pipe network area, and comparing the maximum osmotic pressure difference value corresponding to the same supporting component and the osmotic water quantity difference value of the adjacent same supporting component with an osmotic pressure difference value threshold and an osmotic water quantity difference threshold respectively in the water passing process of the pipe network area:
if the maximum osmotic pressure difference value corresponding to the same supporting member exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same supporting member exceeds an osmotic water quantity difference threshold value in the water passing process of the pipe network region, judging that the same supporting member of the pipe network region runs abnormally, generating an operation fault signal and sending the operation fault signal to a server, and the server receives and maintains the current pipe network region, and overhauls the same supporting member in sequence by taking the same supporting member with the current large osmotic water quantity as the center and taking the two sides as the directions;
if the maximum osmotic pressure difference value corresponding to the same support member in the water passing process of the pipe network area exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same support member does not exceed an osmotic water quantity difference threshold value, judging the running risk of the same support member in the pipe network area, generating a running risk signal and sending the running risk signal to a server, and after receiving the running risk signal, controlling the running strength of each culvert in the pipe network area and maintaining the corresponding same support member by the server;
if the maximum osmotic pressure difference value corresponding to the same supporting member in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same supporting member exceeds the osmotic water quantity difference threshold value, judging that the performance of the same supporting member is abnormal, generating a member replacement signal and sending the member replacement signal to a server, and after receiving the member replacement signal, replacing the same supporting member with larger corresponding osmotic water quantity by the server;
if the maximum osmotic pressure difference value corresponding to the same support member in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same support member does not exceed the osmotic water quantity difference threshold value, judging that the same support member is qualified in operation monitoring, generating a same support qualified signal and sending the same support qualified signal to a server;
after receiving the branch pipeline monitoring signals, the branch pipeline monitoring unit monitors the operation of the branch components in the pipe network area and judges whether the operation state of the branch components in the adjacent pipe network area is normal, so that the operation rationality of the branch components is ensured, the damage of the branch components caused by unreasonable matching of the pipe network area is prevented from being caused, the water stopping effect of the branch components is reduced, and the operation of the pipe network area is influenced;
analyzing the matched operation of pipe network areas, and marking the pipe network area matching as buffer matching when the matching sequence from the low-level pipe network area to the high-level pipe network area is adopted in the adjacent pipe network area matching process; when a pipe network region with a high level is matched with a pipe network region with a low level, marking the pipe network region matching as supercharging matching; it can be understood that the embedded depth of culverts in the high-level pipe network area is smaller than that in the low-level pipe network area, namely, the working strength of the water stop member is low to strong in the buffer matching process, whereas the working strength of the corresponding water stop member is strong to low in the pressurizing matching process;
the method comprises the steps of collecting alternating periods of buffer matching and pressurization matching of branch members and continuous operation time periods of pressurization matching of the corresponding branch members in a pipe network area, and comparing the alternating periods of buffer matching and pressurization matching of the branch members and the continuous operation time periods of pressurization matching of the corresponding branch members in the pipe network area with an alternating period threshold range and a continuous operation time period threshold range respectively:
if the alternating period of buffer matching and pressurizing matching of the corresponding branch components in the pipe network area is in the alternating period threshold range and the continuous operation duration of pressurizing matching of the corresponding branch components is in the continuous operation duration threshold range, judging that the operation monitoring of the branch components in the pipe network area is qualified, generating a branch component qualified signal and sending the branch component qualified signal to a server;
if the alternating period of the buffer matching and the pressurizing matching of the corresponding branch components in the pipe network area is not in the alternating period threshold range, or the pressurizing matching continuous operation time length of the corresponding branch components is not in the continuous operation time length threshold range, judging that the operation monitoring of the branch components in the pipe network area is unqualified, generating a branch component unqualified signal and sending the branch component unqualified signal to a server; after receiving the branch component disqualification signal, the server adjusts the alternate period of buffer matching and pressurizing matching of the branch component, so as to prevent the water stopping effect of the branch component from being influenced due to overlong pressure matching process and simultaneously prevent the buffer matching process from being too short, thereby causing the operation overload of other pipe network areas; the boost may also be controlled in coordination with the duration of operation.
The formulas are all formulas obtained by collecting a large amount of data for software simulation and selecting a formula close to a true value, and coefficients in the formulas are set by a person skilled in the art according to actual conditions;
when the concrete culvert pipe system is used, the pipe network constructed by the current concrete culvert pipe is analyzed through the culvert pipe network analysis unit, the culvert pipe network in the real-time monitoring area is analyzed, the culvert pipe network is divided into i pipe network areas, and the pipe network areas are classified through the analysis; marking water stop members corresponding to the culverts in the same pipe network area as same support members, marking water stop members corresponding to the joints of adjacent pipe network areas as branch members, and sending numbers of corresponding type areas and corresponding member types to a server; analyzing and pre-warning the water-stopping members in each pipe network area through a water-stopping member pre-warning unit, setting a label k for the water-stopping members, analyzing and obtaining water-stopping member pre-warning analysis coefficients of each pipe network area, comparing and generating member qualified signals and member unqualified signals according to the water-stopping member pre-warning analysis coefficients, and sending the member qualified signals and the member unqualified signals to a server; monitoring same-branch components in a pipe network area through a same-branch pipe monitoring unit, generating an operation fault signal, an operation risk signal, a component replacement signal and a same-branch qualified signal through analysis, and sending the operation fault signal, the operation risk signal, the component replacement signal and the same-branch qualified signal to a server; and (3) monitoring the operation of the branch components in the pipe network area through the branch pipeline monitoring unit, analyzing the matched operation of the pipe network area, generating a branch component qualified signal and a branch component unqualified signal through analysis, and sending the branch component qualified signal and the branch component unqualified signal to the server.
The preferred embodiments of the invention disclosed above are intended only to assist in the explanation of the invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best understand and utilize the invention. The invention is limited only by the claims and the full scope and equivalents thereof.
Claims (4)
1. The utility model provides a precast concrete culvert pipe stagnant water component operation supervisory systems based on big data which characterized in that, including the server, the server communication is connected with:
the culvert pipe network analysis unit is used for analyzing the pipe network constructed by the current concrete culvert pipe, analyzing the culvert pipe network of the real-time monitoring area, dividing the culvert pipe network into i pipe network areas, wherein i is a natural number larger than 1, and grading the pipe network areas through analysis; marking water stop members corresponding to the culverts in the same pipe network area as same support members, marking water stop members corresponding to the joints of adjacent pipe network areas as branch members, and sending numbers of the corresponding type areas and the corresponding member types to a server
The water-stopping component early warning unit is used for carrying out analysis early warning on the water-stopping components in each pipe network area, setting the water-stopping components with the numbers k being natural numbers larger than 1, obtaining water-stopping component early warning analysis coefficients of each pipe network area through analysis, comparing and generating component qualified signals and component unqualified signals according to the water-stopping component early warning analysis coefficients, and sending the component qualified signals and the component unqualified signals to the server;
the same-branch pipeline monitoring unit is used for monitoring the same-branch components in the pipe network area, generating an operation fault signal, an operation risk signal, a component replacement signal and a same-branch qualified signal through analysis, and sending the operation fault signal, the operation risk signal, the component replacement signal and the same-branch qualified signal to the server;
the branch pipeline monitoring unit is used for monitoring the operation of branch components in the pipe network area, analyzing the matched operation of the pipe network area, generating a branch component qualified signal and a branch component unqualified signal through analysis, and sending the branch component qualified signal and the branch component unqualified signal to the server;
the operation process of the culvert pipe network analysis unit is as follows:
the method comprises the steps of collecting the maximum embedded depth of culverts in each pipe network area and the maximum embedded depth difference value of the culverts in the corresponding pipe network area, and comparing the maximum embedded depth of the culverts in each pipe network area and the maximum embedded depth difference value of the culverts in the corresponding pipe network area with an embedded depth threshold value and an embedded depth difference value threshold value respectively:
if the maximum embedded depth of the culverts in the pipe network area exceeds the embedded depth threshold value and the maximum embedded depth difference value of the culverts in the corresponding pipe network area does not exceed the embedded depth difference value threshold value, marking the corresponding pipe network area as a primary environment influence area; if the maximum embedded depth of the culverts in the pipe network area exceeds the embedded depth threshold value and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, marking the corresponding pipe network area as a secondary environment influence area;
if the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area exceeds the embedded depth difference value threshold value, or the maximum embedded depth of the culverts in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference value of the culverts in the corresponding pipe network area does not exceed the embedded depth difference value threshold value, marking the corresponding pipe network area as a three-level environment influence area;
the operation process of the water stop member early warning unit is as follows:
collecting sustainable operation time of water stopping components in each pipe network area; collecting the water flux of the culvert pipe corresponding to the water stopping component in the sustainable operation time period and the water seepage quantity of the water stopping component when the sustainable operation time period is outside; acquiring the early warning analysis coefficients of the water stopping components of each pipe network area through analysis;
comparing the early warning analysis coefficient of the water stopping component of each pipe network area with an early warning analysis coefficient threshold value: if the early warning analysis coefficient of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient of the water stopping component in the pipe network area does not exceed the early warning analysis coefficient threshold, generating a component failure signal and sending the component failure signal to a server; after receiving the building failure signal, the server maintains the corresponding water stopping component.
2. The prefabricated concrete culvert pipe water stop member operation supervision system based on big data according to claim 1, wherein the operation process of the same-branch pipeline monitoring unit is as follows:
in the same operation task, obtaining the maximum osmotic pressure difference value corresponding to the same supporting component and the osmotic water quantity difference value of the adjacent same supporting component in the water passing process of the pipe network area, and comparing the maximum osmotic pressure difference value corresponding to the same supporting component and the osmotic water quantity difference value of the adjacent same supporting component with an osmotic pressure difference value threshold and an osmotic water quantity difference threshold respectively in the water passing process of the pipe network area:
if the maximum osmotic pressure difference value corresponding to the same supporting component exceeds an osmotic pressure difference value threshold value in the water passing process of the pipe network area and the osmotic water quantity difference of the adjacent same supporting component exceeds an osmotic water quantity difference threshold value, generating an operation fault signal and sending the operation fault signal to a server; if the maximum osmotic pressure difference value corresponding to the same supporting member exceeds an osmotic pressure difference value threshold value in the water passing process of the pipe network area and the osmotic water quantity difference of the adjacent same supporting member does not exceed an osmotic water quantity difference threshold value, generating an operation risk signal and sending the operation risk signal to a server;
if the maximum osmotic pressure difference value corresponding to the same supporting component in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same supporting component exceeds the osmotic water quantity difference threshold value, judging to generate a component replacement signal and sending the component replacement signal to a server; if the maximum osmotic pressure difference value corresponding to the same support member in the water passing process of the pipe network area does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same support member does not exceed the osmotic water quantity difference threshold value, the same support member is judged to be qualified in operation monitoring, a same support qualified signal is generated, and the same support qualified signal is sent to a server.
3. The prefabricated concrete culvert pipe water stop member operation supervision system based on big data according to claim 1, wherein the operation process of the branch pipe monitoring unit is as follows:
in the adjacent pipe network region matching process, when the pipe network region of a low level is matched with the pipe network region of a high level, the pipe network region matching of the corresponding sequence is marked as buffer matching; when a pipe network region with a high level is matched with a pipe network region with a low level, the pipe network region matching with the corresponding sequence is marked as supercharging matching; and analyzing the buffer coordination and the increase coordination of the pipeline network area.
4. The prefabricated concrete culvert pipe water stop member operation supervision system based on big data according to claim 3, wherein the buffer cooperation and the increase cooperation corresponding analysis process of the pipe network area is as follows:
the method comprises the steps of collecting alternating periods of buffer matching and pressurization matching of branch members and continuous operation time periods of pressurization matching of the corresponding branch members in a pipe network area, and comparing the alternating periods of buffer matching and pressurization matching of the branch members and the continuous operation time periods of pressurization matching of the corresponding branch members in the pipe network area with an alternating period threshold range and a continuous operation time period threshold range respectively:
if the alternating period of buffer matching and pressurizing matching of the corresponding branch components in the pipe network area is in the alternating period threshold range and the continuous operation duration of pressurizing matching of the corresponding branch components is in the continuous operation duration threshold range, generating a branch component qualified signal and sending the branch component qualified signal to a server;
if the alternating period of the buffer matching and the pressurizing matching of the corresponding branch components in the pipe network area is not in the threshold range of the alternating period, or the continuous operation duration of the pressurizing matching of the corresponding branch components is not in the threshold range of the continuous operation duration, generating a branch component disqualification signal and sending the branch component disqualification signal to a server.
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