Monitoring method for construction of drainage pipe network ultraviolet curing repair

Abstract

The present application is applicable to the field of drainage network repair technology, and in particular to a method for monitoring the construction of ultraviolet curing repair of drainage network, the method comprising: detecting the pipeline information of the drainage network; obtaining the implementation status of the target repair area; based on the pipeline information and the implementation status, controlling the repair construction device to perform repair construction on the target repair area, and monitoring the repair construction activities. The method for monitoring the construction of ultraviolet curing repair of drainage network provided by the present application can solve the problem that in the traditional drainage network repair process, project personnel need to ask construction personnel one by one about the current work content, which is prone to the situation where the current repair method to be used is different from the planned repair method due to untimely communication, resulting in poor repair effect.

Description

Technical Field

[0001] The present application belongs to the technical field of drainage pipe network repair, and in particular, relates to a method for monitoring the construction of drainage pipe network ultraviolet curing repair. Background Art

[0002] The drainage network is an important part of urban infrastructure. The drainage network usually includes drainage pipes, inspection wells, rainwater inlets and sewage inlets. The drainage network is mainly used to collect and transport rainwater, sewage and other wastewater to maintain the city's sanitation, environment and public safety.

[0003] In the traditional drainage network repair process, project personnel are required to ask construction personnel one by one about the current work content. As a result, it is easy for untimely communication to lead to a scenario where the current repair method to be used is different from the planned repair method, which in turn causes poor repair results. Summary of the invention

[0004] An embodiment of the present application provides a method for monitoring the construction of ultraviolet curing repair of a drainage network, which can solve the problem that in the traditional drainage network repair process, project personnel need to ask construction personnel one by one about the current work content, which may easily lead to a scenario where the current repair method to be used is different from the planned repair method due to untimely communication, resulting in poor repair effect.

[0005] In a first aspect, an embodiment of the present application provides a method for monitoring the construction of a drainage network ultraviolet curing repair, which is applied to a monitoring device for the construction of a drainage network ultraviolet curing repair, and the method further includes:

[0006] Detecting pipeline information of the drainage network; wherein the pipeline information is used to reflect the leakage situation of the drainage network;

[0007] Obtaining the implementation status of the target repair area; wherein the implementation status is used to reflect whether the repair method currently to be applied in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment;

[0008] Based on the pipeline information and the implementation status, the repair construction device is controlled to perform repair construction on the target repair area, and the repair construction activities are monitored.

[0009] The above technical solutions in the embodiments of the present application have at least the following technical effects:

[0010] The drainage network ultraviolet curing repair construction monitoring method provided by the present application, first, by detecting the pipeline information reflecting the leakage of the drainage network, the leakage of the drainage network can be timely understood, for example, whether there is leakage, the specific location of the leakage, etc., which can provide data support for the subsequent repair construction process, thereby helping to provide subsequent repair effects. Then, by obtaining the implementation status of the target repair area, it can help reduce the problem of incompatible repair methods in the repair construction process due to untimely communication, thereby reducing the risk of repair failure or poor repair effect due to improper methods. Finally, based on the pipeline information and implementation status, the repair construction device is controlled to perform repair construction, and the repair construction activities are monitored. The repair construction activities can be reasonably arranged, which is conducive to the repair construction in accordance with established standards and requirements, reducing human errors, and avoiding the scene where the current repair method to be used is different from the planned repair method, thereby causing the problem of poor repair effect.

[0011] In a possible implementation of the first aspect, based on the pipeline information and the implementation situation, controlling a repair construction device to perform repair construction on the target repair area includes:

[0012] Acquire the type of the first repair method currently to be applied to the target repair area and the type of the second repair method configured by the drainage network ultraviolet curing repair construction monitoring device for the drainage network;

[0013] When it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method is different from the type of the second repair method, the first repair method currently to be applied to the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring device;

[0014] The repair construction device is controlled to apply the second repair method to perform repair construction on the target repair area.

[0015] In a possible implementation of the first aspect, obtaining the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device includes:

[0016] The type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device is repeatedly obtained at preset time intervals until the drainage network ultraviolet curing repair construction monitoring device detects that a set time value has been reached.

[0017] In a possible implementation of the first aspect, when it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method is different from the type of the second repair method, the first repair method currently to be applied to the target repair area is changed to the second repair method by a control device in the drainage network ultraviolet curing repair construction monitoring device, including:

[0018] When it is confirmed that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is different from the type of the second repair method most recently obtained, the first repair method currently to be applied to the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment.

[0019] In a possible implementation of the first aspect, after confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, no change operation is performed.

[0020] In a possible implementation manner of the first aspect, the method further includes:

[0021] After confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, stop re-obtaining the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment.

[0022] In a possible implementation manner of the first aspect, before controlling the repair construction device to perform repair construction based on the pipeline information and the implementation status and monitoring the repair construction activity, the method further includes:

[0023] Get current construction data;

[0024] When the construction data meets the stable monitoring conditions, a first instruction is generated; wherein the first instruction is used to instruct the drainage pipe network ultraviolet curing repair construction monitoring device to be set to a low monitoring frequency state, and to instruct the drainage pipe network ultraviolet curing repair construction monitoring device to suspend real-time analysis and processing of the construction data;

[0025] When the drainage pipe network ultraviolet curing repair construction monitoring device is set to a low monitoring frequency state, obtaining the processing time corresponding to the construction data; wherein the processing time is set according to the time actually required to process the construction data;

[0026] Suspends real-time analytical processing activities for the processing duration.

[0027] In a possible implementation manner of the first aspect, after suspending the real-time analysis and processing activity within the processing duration, the method further includes:

[0028] After suspending the real-time analysis and processing activity within the processing time, if the construction data still meets the stable monitoring condition, continue to suspend the real-time analysis and processing activity corresponding to the processing time after the current processing time ends;

[0029] After the real-time analysis and processing activity is suspended within the processing time, if the construction data does not meet the stable monitoring conditions, the real-time analysis and processing of the construction data is started.

[0030] In a possible implementation of the first aspect, the stable monitoring condition includes that the fluctuation value of the construction data does not exceed a preset value, and the stable duration of the construction data is greater than or equal to a preset duration; wherein the stable duration is the duration during which the fluctuation value of the construction data does not exceed the preset value.

[0031] In a possible implementation manner of the first aspect, the method further includes:

[0032] When the first timestamp is set to a low monitoring frequency state, if it is determined at the second timestamp that the construction data does not meet the stable monitoring conditions, the drainage network ultraviolet curing repair construction monitoring equipment is not set to a low monitoring frequency state; wherein, the second timestamp is later than the first timestamp, and during the time period between the first timestamp and the second timestamp, the analysis of the construction data of the corresponding time period is suspended.

[0033] In a second aspect, an embodiment of the present application provides a drainage pipe network ultraviolet curing repair construction monitoring device, which is used to implement the drainage pipe network ultraviolet curing repair construction monitoring method described in any one of the first aspects above, and the drainage pipe network ultraviolet curing repair construction monitoring device includes:

[0034] A detection unit, used to detect pipeline information of the drainage network; wherein the pipeline information is used to reflect the leakage situation of the drainage network;

[0035] An acquisition unit is used to acquire the implementation status of the target repair area; wherein the implementation status is used to reflect whether the repair method currently to be applied in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device;

[0036] A control unit is used to control the repair construction device to perform repair construction on the target repair area based on the pipeline information and the implementation status, and monitor the repair construction activities.

[0037] In a third aspect, an embodiment of the present application provides a drainage network ultraviolet curing repair construction monitoring device, comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the processor implements the drainage network ultraviolet curing repair construction monitoring method described in any one of the first aspects above when executing the computer program.

[0038] It can be understood that the beneficial effects of the second to third aspects mentioned above can be found in the relevant description of the first aspect mentioned above, and will not be repeated here. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0040] Figure 1 It is a flow chart of a method for monitoring construction of ultraviolet curing repair of a drainage network provided in one embodiment of the present application;

[0041] Figure 2 It is a flow chart of changing the repair method in the drainage network ultraviolet curing repair construction monitoring method provided in one embodiment of the present application;

[0042] Figure 3 It is a schematic diagram of the process of analyzing and processing construction data in the drainage network ultraviolet curing repair construction monitoring method provided in an embodiment of the present application;

[0043] Figure 4 It is a structural schematic diagram of a drainage pipe network ultraviolet curing repair construction monitoring device provided in an embodiment of the present application;

[0044] Figure 5 It is a structural schematic diagram of the drainage pipe network ultraviolet curing repair construction monitoring equipment provided in the embodiment of the present application. DETAILED DESCRIPTION

[0045] In the following description, specific details such as specific system structures, technologies, etc. are provided for the purpose of illustration rather than limitation, so as to provide a thorough understanding of the embodiments of the present application. However, it should be clear to those skilled in the art that the present application may also be implemented in other embodiments without these specific details. In other cases, detailed descriptions of well-known systems, devices, circuits, and methods are omitted to prevent unnecessary details from obstructing the description of the present application.

[0046] It should be understood that when used in the present specification and the appended claims, the term "comprising" indicates the presence of described features, wholes, steps, operations, elements and / or components, but does not exclude the presence or addition of one or more other features, wholes, steps, operations, elements, components and / or combinations thereof.

[0047] It should also be understood that the term “and / or” used in the specification and appended claims refers to any and all possible combinations of one or more of the associated listed items, and includes these combinations.

[0048] As used in the specification of this application and the appended claims, the term "if" can be interpreted as "when" or "uponce" or "in response to determining" or "in response to detecting" depending on the context. Similarly, the phrase "if it is determined" or "if the described condition or event is detected" can be interpreted as meaning "uponce it is determined" or "in response to determining" or "uponce the described condition or event is detected" or "in response to detecting the described condition or event" depending on the context.

[0049] In addition, in the description of the present application specification and the appended claims, the terms "first", "second", "third", etc. are only used to distinguish the descriptions and cannot be understood as indicating or implying relative importance.

[0050] References to "one embodiment" or "some embodiments" etc. described in the specification of this application mean that one or more embodiments of the present application include specific features, structures or characteristics described in conjunction with the embodiment. Therefore, the statements "in one embodiment", "in some embodiments", "in some other embodiments", "in some other embodiments", etc. that appear in different places in this specification do not necessarily refer to the same embodiment, but mean "one or more but not all embodiments", unless otherwise specifically emphasized in other ways. The terms "including", "comprising", "having" and their variations all mean "including but not limited to", unless otherwise specifically emphasized in other ways.

[0051] In related technologies, the drainage network is an important part of urban infrastructure. The drainage network usually includes drainage pipes, inspection wells, rainwater inlets and sewage inlets, etc. The drainage network is mainly used to collect and transport rainwater, sewage and other wastewater to maintain the city's sanitation, environment and public safety.

[0052] In the traditional drainage network repair process, project personnel are required to ask construction personnel one by one about the current work content. As a result, it is easy for untimely communication to lead to a scenario where the current repair method to be used is different from the planned repair method, which in turn causes poor repair results.

[0053] In order to solve the above problems, an embodiment of the present application provides a method for monitoring the construction of ultraviolet curing repair of a drainage network.

[0054] In this method, first, by detecting the pipeline information reflecting the leakage of the drainage network, the leakage of the drainage network can be timely understood, for example, whether there is leakage, the specific location of the leakage, etc., which can provide data support for the subsequent repair construction process, thereby helping to provide subsequent repair effects. Then, by obtaining the implementation status of the target repair area, it is helpful to reduce the occurrence of incompatible repair methods during the repair construction process, thereby reducing the risk of repair failure or poor repair effect due to improper methods. Finally, based on the pipeline information and implementation status, the repair construction device is controlled to perform repair construction, and the repair construction activities are monitored. The repair construction activities can be reasonably arranged, which is conducive to the repair construction in accordance with established standards and requirements, reducing human errors, and avoiding the situation where the current repair method to be used is different from the planned repair method, thereby causing the problem of poor repair effect.

[0055] The drainage pipe network ultraviolet curing repair construction monitoring method provided in the embodiment of the present application can be applied to the drainage pipe network ultraviolet curing repair construction monitoring equipment. At this time, the drainage pipe network ultraviolet curing repair construction monitoring equipment is the executor of the drainage pipe network ultraviolet curing repair construction monitoring method provided in the embodiment of the present application. The embodiment of the present application does not impose any restrictions on the specific type of the drainage pipe network ultraviolet curing repair construction monitoring equipment.

[0056] For example, the drainage network ultraviolet curing repair construction monitoring device can be a mobile phone, a tablet computer, a laptop computer, an ultra-mobile personal computer (UMPC), a netbook, a desktop computer, a computing device or a computer connected to a wireless modem, a laptop computer, a handheld communication device, a handheld computing device, etc.

[0057] For example, the repair construction device can be electrically connected to the drainage network ultraviolet curing repair construction monitoring equipment, and the repair construction device can include a repair material delivery device, an ultraviolet curing device, etc. The repair material delivery device can inject the repair material (such as resin, liquid composite material) into the damaged pipe. The ultraviolet curing device can adjust the ultraviolet intensity and irradiation time to accelerate the curing process of the repair material. The drainage network ultraviolet curing repair construction monitoring equipment can monitor the repair construction activities of the repair construction device.

[0058] In order to better understand the drainage pipe network ultraviolet curing repair construction monitoring method provided in the embodiment of the present application, the specific implementation process of the drainage pipe network ultraviolet curing repair construction monitoring method provided in the embodiment of the present application is exemplarily introduced below.

[0059] Figure 1 A schematic flow chart of a method for monitoring the construction of a drainage network ultraviolet curing repair is shown in an embodiment of the present application. The method for monitoring the construction of a drainage network ultraviolet curing repair comprises:

[0060] S100, detecting pipeline information of the drainage network, wherein the pipeline information is used to reflect the leakage situation of the drainage network.

[0061] It can be understood that the pipeline information can be information that the drainage network has leakage or information that the drainage network has no leakage.

[0062] For example, a pipeline endoscope or camera can be used to conduct video monitoring of the inside of the pipeline to detect pipeline information of the drainage network. An acoustic sensor can also be used to detect sound changes in the pipeline to detect the difference between the sound generated by leakage and background noise, thereby detecting pipeline information of the drainage network.

[0063] With such a setting, by detecting the pipeline information of the drainage network, the leakage situation of the drainage network can be understood in a timely manner, for example, whether there is a leakage, the specific location of the leakage, etc., which can provide data support for the subsequent repair construction process, and thus help to provide subsequent repair effects.

[0064] S200, obtaining the implementation status of the target repair area, wherein the implementation status is used to reflect whether the repair method currently to be applied in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device.

[0065] It can be understood that the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment can be generated based on the monitored information such as the location of the damaged point in the pipe, the size of the damaged point in the pipe and the surrounding environment.

[0066] For example, before construction, construction personnel can input the repair method currently to be applied into the drainage network ultraviolet curing repair construction monitoring equipment, for example, they can input the material type, construction process, curing time, etc., and use data analysis tools to compare the repair method currently to be applied with the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment. They can also use a comparison algorithm (such as a familiarity algorithm, a string matching algorithm, etc.) to compare the repair method currently to be applied with the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment to obtain the implementation status of the target repair area.

[0067] Such a setting, by obtaining the implementation status of the target repair area, can help reduce the occurrence of incompatible repair methods during the repair construction process, thereby reducing the risk of repair failure or poor repair effect due to improper methods.

[0068] S300, based on the pipeline information and implementation status, control the repair construction device to perform repair construction on the target repair area, and monitor the repair construction activities.

[0069] For example, the repair construction can use repair method A and repair method B. When preparing for construction, for various reasons, such as different construction locations and environments, the current repair construction area may not be suitable for each repair method. For example, the drainage network ultraviolet curing repair construction monitoring equipment is only configured with repair method A or only with repair method B for the current repair construction area. If the repair method of the target repair area is not configured, the current repair method will not achieve the expected repair effect, which will lead to the problem of poor repair effect.

[0070] For example, construction workers are preparing to carry out repair construction using repair method A. However, according to the configuration of the drainage network ultraviolet curing repair construction monitoring equipment, the current repair construction area is only configured with repair method B, but not repair method A. This will cause the current repair method to fail to achieve the expected repair effect, leading to poor repair results.

[0071] It can be understood that when the pipeline information reflects that the drainage network is leaking, it means that repair construction is required for the drainage network. Therefore, the implementation status of the target repair area can be analyzed whether the repair method currently prepared for application in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment. When they are the same, it means that the repair method currently prepared for application can be used for construction; otherwise, it means that the repair method currently prepared for application cannot be used for construction, and the repair method currently prepared for application can be changed to the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment for construction.

[0072] For example, sensors can be used to monitor pipeline environmental changes (such as temperature, humidity, pressure, etc.) in real time to monitor repair construction activities. Cameras can also be installed to transmit the construction process in real time and record various data during the construction process for remote monitoring and analysis.

[0073] With such a setting, based on pipeline information and implementation status, the repair construction device is controlled to carry out repair construction on the target repair area, and the repair construction activities are monitored. The repair construction activities can be arranged reasonably, which is conducive to the repair construction being carried out in accordance with established standards and requirements, reducing human errors and avoiding the scenario where the current repair method to be used is different from the planned repair method, which in turn causes the problem of poor repair effect.

[0074] In one possible implementation, see Figure 2 In step S300, based on the pipeline information and implementation status, the repair construction device is controlled to perform repair construction on the target repair area, including:

[0075] S310, obtaining the type of the first repair method currently to be applied to the target repair area and the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment.

[0076] For example, a database or document may be established, which contains detailed information of different repair methods (such as material type, construction process, curing time, etc.) and types of different repair methods, and there is a mapping relationship between the repair methods and types. Based on the first repair method currently to be applied, the corresponding type is matched in the database to obtain the type of the first repair method currently to be applied in the target repair area. Based on the second repair method configured for the drainage network by the ultraviolet curing repair construction monitoring device for the drainage network, the corresponding type is matched in the database to obtain the type of the second repair method configured for the drainage network by the ultraviolet curing repair construction monitoring device for the drainage network.

[0077] For example, a matching algorithm can be used to match the first repair method currently to be applied, and obtain the type of the first repair method currently to be applied in the target repair area. For example, the characteristic data of the first repair method currently to be applied in the target area (such as material type, construction process, curing time, etc.) is input, and the characteristic data of the first repair method is matched in the database using a matching algorithm to obtain the type of the first repair method currently to be applied in the target repair area. Similarly, the type of the second repair method configured for the drainage network by the ultraviolet curing repair construction monitoring equipment for the drainage network can also be obtained.

[0078] In this way, by obtaining the type of the first repair method currently to be applied to the target repair area and the type of the second repair method configured by the drainage network ultraviolet curing repair construction monitoring device for the drainage network,

[0079] In a possible implementation, S310, obtaining the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device includes:

[0080] The type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device is repeatedly obtained at preset time intervals until the drainage network ultraviolet curing repair construction monitoring device detects that the set time value has been reached.

[0081] It can be understood that the preset time interval can be every 10 seconds, every 30 seconds, every 1 minute, etc. The set time value can be 7:30, 8:00, 9:00, etc. For example, starting at 7:00, the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device is obtained every 10 seconds until it ends at 7:30. For another example, starting at 7:00, the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device is obtained every 1 minute until it ends at 8:00, that is, the b acquisition method.

[0082] For example, the first repair method currently to be applied is repair method B. The drainage network ultraviolet curing repair construction monitoring equipment was last configured with repair method A, and then repair method B was configured for the current target repair area. However, due to the poor computing power of the drainage network ultraviolet curing repair construction monitoring equipment, it takes a lot of time to configure the drainage network ultraviolet curing repair construction monitoring equipment with repair method B, resulting in a long period of time between the configuration of repair method A and the configuration of repair method B of the drainage network ultraviolet curing repair construction monitoring equipment. At this time, the time to start obtaining the type of the second repair method configured for the drainage network is likely to be within this time period, that is, time period 1. In the case where the time for starting to obtain the type of the second repair method is within time period 1, if the a acquisition method is used (for example, the a acquisition method is that after only one acquisition, it is considered that the type of the second repair method configured by the drainage pipe network ultraviolet curing repair construction monitoring device for the drainage pipe network has been obtained, and the type of the second repair method obtained at this time is used as the basis for the type of the subsequent analysis method), the type of the second repair method obtained is the A repair method, so the drainage pipe network ultraviolet curing repair construction monitoring device will determine that the type of the first repair method and the type of the second repair method are different, and then change the first repair method currently to be applied in the target repair area. However, in this scenario, the drainage pipe network ultraviolet curing repair construction monitoring device will configure the B repair method, so in fact there is no need to change the first repair method currently to be applied in the target repair area. Therefore, in this scenario, the use of the a acquisition method will cause the drainage pipe network ultraviolet curing repair construction monitoring device to make an incorrect judgment on whether to change the first repair method currently to be applied in the target repair area.

[0083] For example, in the above scenario, if the acquisition method b is used, even if the time for initially acquiring the type of the second repair method is within time period 1, when the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment is acquired at regular intervals subsequently (for example, before the set time value is reached), the type of the second repair method acquired is the B repair method, and the type of the second repair method initially acquired is the A repair method, which is updated to the B repair method. Then, the drainage network ultraviolet curing repair construction monitoring equipment determines that the type of the first repair method is the same as the type of the second repair method, that is, there is no need to change the first repair method currently to be applied in the target repair area. In fact, in the above scenario, there is no need to change the first repair method currently to be applied in the target repair area.

[0084] With such a setting, the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment is repeatedly obtained at preset time intervals until the drainage network ultraviolet curing repair construction monitoring equipment detects that the set time value has been reached. This can avoid making erroneous judgments that lead to the scenario where the repair method currently to be used is obviously the same as the configured repair method but has been changed.

[0085] S320, when it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method and the type of the second repair method are different, the first repair method currently to be applied to the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment.

[0086] It can be understood that when the pipeline information is detected to reflect that the drainage network is leaking, it means that the drainage network needs to be repaired and constructed. At the same time, when it is determined that the types of the first repair method and the second repair method are different, it means that the second repair method is configured by the drainage network ultraviolet curing repair construction monitoring equipment, and the first repair method is not configured by the drainage network ultraviolet curing repair construction monitoring equipment. Therefore, continuing to use the first repair method will lead to poor repair results. Therefore, the first repair method currently prepared for application in the target repair area can be changed to the second repair method. For example, find the option of the first repair method currently prepared for application, and choose to change to the second repair method to inform the construction personnel that the repair method currently prepared for use is obviously different from the configured repair method and has been changed.

[0087] With such a configuration, when it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method and the type of the second repair method are different, the first repair method currently to be applied in the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment. This can avoid the problem of further damage to the pipeline due to untimely communication and the use of unsuitable repair methods, thereby resulting in poor repair results.

[0088] In a possible implementation, S320, when it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method and the type of the second repair method are different, the first repair method currently to be applied to the target repair area is changed to the second repair method by the control device in the drainage network ultraviolet curing repair construction monitoring device, including:

[0089] After confirming that the set time value has been reached, if the pipeline information is detected to reflect that the drainage network is leaking, and the type of the first repair method is different from the type of the second repair method most recently obtained, the first repair method currently to be applied in the target repair area will be changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment.

[0090] For example, the timestamp of the most recently acquired type of the second repair method is different from the timestamp of the first acquisition of the type of the second repair method. For example, the set time value is 8:00, the timestamp of the first acquisition of the type of the second repair method may be 7:10, and the timestamp of the most recently acquired type of the second repair method may be 7:59.

[0091] It can be understood that, when it is confirmed that the set time value has been reached, if the pipeline information is detected to reflect that the drainage network is leaking, and the type of the first repair method is different from the type of the second repair method obtained most recently, it means that when the time when the type of the second repair method is initially obtained is excluded and is within time period 1, the type of the first repair method is still different from the type of the second repair method obtained most recently. Therefore, the first repair method currently to be applied in the target repair area can be changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment.

[0092] With such a setting, when it is confirmed that the set time value has been reached, if the pipeline information is detected to reflect that the drainage network is leaking, and the type of the first repair method is different from the type of the second repair method most recently obtained, the first repair method currently to be applied in the target repair area will be changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment. This allows for flexible judgment as to whether the repair method needs to be adjusted, thereby avoiding problems with poor repair results due to improper methods.

[0093] S330, controlling the repair construction device to apply the second repair method to perform repair construction on the target repair area.

[0094] For example, the specific requirements and steps in the second repair method can be parsed, such as required materials, construction time, etc. The corresponding material type and construction parameters, such as pressure, temperature, curing time, etc., are input into the repair construction device. The repair construction device is started to perform repair construction on the target repair area.

[0095] With such a setting, by controlling the repair construction device to apply the second repair method to the target repair area for repair construction, the manual intervention link can be reduced, and the repair quality problems caused by operator errors can be reduced, thereby improving the efficiency and effect of the repair construction.

[0096] In a possible implementation, the drainage network ultraviolet curing repair construction monitoring method further includes:

[0097] After confirming that the set time value has been reached, if the pipeline information is detected to reflect that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, no change operation is performed.

[0098] It can be understood that after confirming that the set time value has been reached, if the detected pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, it means that excluding the time when the type of the second repair method is initially obtained and is within time period 1, the type of the first repair method is still the same as the type of the second repair method most recently obtained, so no change operation is required, that is, there is no need to change the first repair method currently to be applied in the target repair area. In fact, in the above situation, there is no need to change the first repair method currently to be applied in the target repair area.

[0099] With this setting, after confirming that the set time value has been reached, if the pipeline information is detected to reflect that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method obtained most recently, no change operation will be performed. It is possible to flexibly determine whether to adjust the repair method, thereby avoiding the problem of poor repair effect due to improper method.

[0100] In a possible implementation, the drainage network ultraviolet curing repair construction monitoring method further includes:

[0101] After confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method obtained most recently, stop re-obtaining the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment.

[0102] It can be understood that after confirming that the set time value has been reached, if the pipeline information is detected reflecting that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, it means that when the time for obtaining the type of the second repair method at the beginning is excluded and is within time period 1, the type of the first repair method is still the same as the type of the second repair method most recently obtained, then it is considered that the first repair method can be used for repair construction. In order to reduce the computing power resources consumed by repeatedly determining the type of the second repair method, the acquisition of the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment is stopped.

[0103] For example, the type of the first repair method is repair method A. The last time the drainage network ultraviolet curing repair construction monitoring equipment was configured was repair method A, and then the current target repair area was still configured with repair method A. The set time value is 8:00. The timestamp for obtaining the type of the second repair method at the beginning can be 7:00, and the type of the second repair method is repair method A. The timestamp of the type of the second repair method most recently obtained can be 7:50, and the type of the second repair method is still repair method A. Therefore, it can be determined that there is no need to change the first repair method currently to be applied in the target repair area, so the acquisition of the type of the second repair method configured for the drainage network by the ultraviolet curing repair construction monitoring equipment can be stopped.

[0104] With such a setting, after confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method obtained most recently, the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment is stopped. This can avoid unnecessary calculations and resource consumption, thereby helping to start repair actions more quickly to address the problem of drainage network leakage, and is beneficial to improving subsequent repair effects.

[0105] In one possible implementation, see Figure 3 In step S300, based on the pipeline information and implementation status, the repair construction device is controlled to perform repair construction on the target repair area, and before the repair construction activities are monitored, the drainage network ultraviolet curing repair construction monitoring method further includes:

[0106] S301, obtaining current construction data.

[0107] It can be understood that the construction data can be temperature data, humidity data, ultraviolet intensity data, etc. of the construction process. For example, temperature data can be obtained through a temperature sensor, humidity data can be obtained through a humidity sensor, and ultraviolet intensity data can be obtained through an ultraviolet intensity sensor.

[0108] Such a setting, by acquiring the current construction data, can provide data support for monitoring the repair construction activities, which is conducive to timely detection of abnormal situations and reducing the risk of poor repair results.

[0109] S302: When the construction data meets the stable monitoring conditions, a first instruction is generated, wherein the first instruction is used to instruct the drainage network ultraviolet curing repair construction monitoring device to be set to a low monitoring frequency state, and to instruct the drainage network ultraviolet curing repair construction monitoring device to suspend real-time analysis and processing of the construction data.

[0110] It can be understood that the stable monitoring condition is that the current construction data is stable enough and does not need real-time monitoring. For example, the temperature data has stabilized within the set range and is confirmed to have no changes, then the construction data is considered to meet the stable monitoring conditions. For another example, when the repair construction equipment and environmental conditions reach a stable state, the ultraviolet intensity data will also tend to be stable. At this time, the construction data is considered to meet the stable monitoring conditions. When it is found that the construction data meets the stable monitoring conditions (that is, real-time monitoring of the construction data is not required), the drainage network ultraviolet curing repair construction monitoring equipment will still perform real-time analysis and processing tasks on the current construction data, resulting in a waste of monitoring resources. Therefore, the first instruction can be automatically generated to reduce the frequency of real-time monitoring of the drainage network ultraviolet curing repair construction monitoring equipment, thereby avoiding waste of monitoring resources.

[0111] With such a setting, when the construction data meets the stable monitoring conditions, the first instruction is generated, which can reduce unnecessary real-time monitoring and data processing, effectively reduce the workload of the equipment, and reduce the maintenance cost of the equipment.

[0112] S303, when the drainage network ultraviolet curing repair construction monitoring equipment is set to a low monitoring frequency state, the processing time corresponding to the construction data is obtained. The processing time is set according to the time actually required to process the construction data.

[0113] It can be understood that when the monitoring equipment for the ultraviolet curing repair construction of the drainage network is set to a low monitoring frequency state, it means that real-time analysis and processing are not required, that is, a period of rest can be taken, and the length of the period of time can be set according to the actual time required to process the construction data. For example, when the construction data is processed, the start time is recorded, and after the real-time analysis and processing is completed, the end time is recorded, and the actual processing time is obtained by subtracting the start time from the end time, that is, the processing time = end time - start time.

[0114] With this setting, when the drainage network ultraviolet curing repair construction monitoring equipment is set to a low monitoring frequency state, the processing time corresponding to the construction data can be obtained, and the time when the equipment does not need real-time analysis and processing can be clarified, which is conducive to reducing the workload of the equipment and reducing the maintenance cost of the equipment.

[0115] S304, suspending the real-time analysis and processing activity within the processing time.

[0116] For example, the processing time can be a time period between 10:00 and 11:00, and a timer is set to automatically analyze the processing activities in real time between 10:00 and 11:00. A control program can also be set to automatically analyze the processing activities in real time between 10:00 and 11:00.

[0117] Such a setting can suspend the real-time analysis and processing activities within the processing time, which can avoid the problem of wasting monitoring resources caused by still executing the real-time analysis and processing activities when they are not needed, and is conducive to reducing the workload of the equipment.

[0118] In a possible implementation, at step S304, after suspending the real-time analysis and processing activity within the processing time, the drainage network ultraviolet curing repair construction monitoring method further includes:

[0119] S314, after the real-time analysis and processing activities are suspended within the processing time, if the construction data still meets the stable monitoring conditions, the real-time analysis and processing activities corresponding to the processing time will continue to be suspended after the current processing time ends.

[0120] It is understandable that after suspending the real-time analysis and processing activities within the processing time, if the construction data still meets the stable monitoring conditions, it means that the subsequent construction data is also stable enough and does not need to be monitored in real time, so the real-time analysis and processing activities corresponding to the processing time can be suspended after the current processing time ends. For example, if the current processing time is between 10:00 and 11:00, the real-time analysis and processing activities corresponding to the processing time can be suspended after 11:00.

[0121] With this setting, after suspending the real-time analysis and processing activities within the processing time, if the construction data still meets the stable monitoring conditions, the real-time analysis and processing activities corresponding to the processing time will continue to be suspended after the current processing time ends. This can concentrate the monitoring resources on other data that require real-time analysis, which is conducive to the rational allocation of monitoring resources.

[0122] S324, after suspending the real-time analysis and processing activities within the processing time, if the construction data does not meet the stable monitoring conditions, start the real-time analysis and processing of the construction data.

[0123] It is understandable that after suspending the real-time analysis and processing activities within the processing time, if the construction data does not meet the stable monitoring conditions, it means that the subsequent construction data is unstable and real-time monitoring is required, so the real-time analysis and processing of the construction data can be started. For example, if the current processing time is between 10:00 and 11:00, the real-time analysis and processing of the construction data can be started after 11:00.

[0124] With this setting, after suspending the real-time analysis and processing activities within the processing time, if the construction data does not meet the stable monitoring conditions, the real-time analysis and processing of the construction data will be started, which can flexibly adjust the monitoring strategy, help to make the management of the repair construction more scientific, and thus facilitate the allocation of monitoring resources.

[0125] In a possible implementation, the stable monitoring condition includes that the fluctuation value of the construction data does not exceed a preset value, and the stable duration of the construction data is greater than or equal to the preset duration, wherein the stable duration is the duration during which the fluctuation value of the construction data does not exceed the preset value.

[0126] For example, if the preset value of the construction process is ±5%, it means that during the monitoring period, the change in the fluctuation value of the construction data should always be kept within plus or minus 5% of its average value. For example, the preset value is ±0.5°, the stabilization time is 10 minutes, and when the construction data is temperature data, the fluctuation value of the temperature data is ±0.4°, and it has been stable within the range of ±0.4° for 12 minutes, indicating that the stable monitoring conditions are met. For another example, the preset value is ±0.5°, the stabilization time is 10 minutes, and when the construction data is temperature data, the fluctuation value of the temperature data is ±0.4°, and it has been stable within the range of ±0.4° for 8 minutes, indicating that the stable monitoring conditions are not met. For another example, the preset value is ±0.5°, the stabilization time is 10 minutes, and when the construction data is temperature data, the fluctuation value of the temperature data is ±0.8°, and it has been stable within the range of ±0.8° for 12 minutes, indicating that the stable monitoring conditions are not met.

[0127] With this setting, whether the stable monitoring conditions are met is judged by the fluctuation value of the construction data and the duration of the fluctuation value, which can avoid misjudgment caused by short-term stable conditions caused by random factors and the subsequent failure to conduct real-time analysis activities in a timely manner.

[0128] In a possible implementation, the drainage network ultraviolet curing repair construction monitoring method further includes:

[0129] In the case where the first timestamp is set to a low monitoring frequency state, if the construction data is determined to not meet the stable monitoring conditions at the second timestamp, the drainage network ultraviolet curing repair construction monitoring device is not set to a low monitoring frequency state. Wherein, the second timestamp is later than the first timestamp, and in the time period between the first timestamp and the second timestamp, the analysis of the construction data of the corresponding time period is suspended.

[0130] It can be understood that setting the first timestamp to a low monitoring frequency state means that the frequency of data collection or processing at this moment is reduced. When the second timestamp arrives, check whether the construction data meets the stable monitoring conditions. If the data does not meet the conditions, the drainage network ultraviolet curing repair construction monitoring device is not set to a low frequency state. The time between the first timestamp and the second timestamp can be the time required for real-time analysis and processing of the current construction data.

[0131] With this setting, when the first timestamp is set to a low monitoring frequency state, if it is determined at the second timestamp that the construction data does not meet the stable monitoring conditions, the drainage network ultraviolet curing repair construction monitoring equipment will not be set to a low monitoring frequency state. This can avoid the problem of wasting monitoring resources by still performing real-time analysis and processing activities when they are not needed, and is conducive to reducing the workload of the equipment.

[0132] It should be understood that the size of the serial numbers of the steps in the above embodiments does not mean the order of execution. The execution order of each process should be determined by its function and internal logic, and should not constitute any limitation on the implementation process of the embodiments of the present application.

[0133] Corresponding to the drainage network ultraviolet curing repair construction monitoring method described in the above embodiment, the embodiment of the present application also provides a drainage network ultraviolet curing repair construction monitoring device, and the various units of the device can implement the various steps of the drainage network ultraviolet curing repair construction monitoring method. Figure 4 A structural block diagram of a drainage pipe network ultraviolet curing repair construction monitoring device provided in an embodiment of the present application is shown. For ease of explanation, only the parts related to the embodiment of the present application are shown.

[0134] Reference Figure 4 , the drainage network UV curing repair construction monitoring device includes:

[0135] The detection unit is used to detect the pipeline information of the drainage network, wherein the pipeline information is used to reflect the leakage situation of the drainage network.

[0136] The acquisition unit is used to acquire the implementation status of the target repair area. The implementation status is used to reflect whether the repair method currently to be applied in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment.

[0137] The control unit is used to control the repair construction device to carry out repair construction on the target repair area based on the pipeline information and implementation status, and monitor the repair construction activities.

[0138] It should be noted that the information interaction, execution process, etc. between the above-mentioned devices / units are based on the same concept as the method embodiment of the present application. Their specific functions and technical effects can be found in the method embodiment part and will not be repeated here.

[0139] Those skilled in the art can clearly understand that, for the convenience and simplicity of description, only the division of the above-mentioned functional units is used as an example for illustration. In practical applications, the above-mentioned functions can be assigned to different functional units as needed, that is, the internal structure of the device can be divided into different functional units to complete all or part of the functions described above. The functional units in the embodiment can be integrated into a processing unit, or each unit can exist physically separately, or two or more units can be integrated into one unit. The above-mentioned integrated unit can be implemented in the form of hardware or in the form of software functional units. In addition, the specific names of the functional units are only for the convenience of distinguishing each other, and are not used to limit the scope of protection of this application. The specific working process of the units in the above-mentioned device can refer to the corresponding process in the aforementioned method embodiment, which will not be repeated here.

[0140] The present application also provides a drainage network ultraviolet curing repair construction monitoring device, Figure 5 This is a schematic diagram of the structure of the drainage network ultraviolet curing repair construction monitoring equipment provided in one embodiment of the present application. Figure 5 As shown, the drainage pipe network ultraviolet curing repair construction monitoring device 6 of this embodiment includes: at least one processor 60 ( Figure 5 Only one is shown), at least one memory 61 ( Figure 5 Only one is shown in the figure) and a computer program 62 stored in the at least one memory 61 and executable on the at least one processor 60. When the processor 60 executes the computer program 62, the drainage pipe network ultraviolet curing repair construction monitoring device 6 implements the steps in any of the above-mentioned drainage pipe network ultraviolet curing repair construction monitoring method embodiments, or the drainage pipe network ultraviolet curing repair construction monitoring device 6 implements the functions of each unit in the above-mentioned device embodiments.

[0141] Exemplarily, the computer program 62 may be divided into one or more units, which are stored in the memory 61 and executed by the processor 60 to complete the present application. The one or more units may be a series of computer program instruction segments capable of completing specific functions, which are used to describe the execution process of the computer program 62 in the drainage network ultraviolet curing repair construction monitoring device 6.

[0142] The drainage network ultraviolet curing repair construction monitoring device 6 can be a mobile phone, a tablet computer, a laptop computer, an ultra-mobile personal computer (UMPC), a netbook, a desktop computer, a computing device or a computer connected to a wireless modem, a laptop computer, a handheld communication device, a handheld computing device, etc. The drainage network ultraviolet curing repair construction monitoring device 6 can include, but is not limited to, a processor 60 and a memory 61. Those skilled in the art can understand that Figure 5 It is only an example of the drainage network ultraviolet curing repair construction monitoring device 6 and does not constitute a limitation of the drainage network ultraviolet curing repair construction monitoring device 6. It may include more or fewer components than shown in the figure, or a combination of certain components, or different components, for example, it may also include input and output devices, network access devices, buses, etc.

[0143] The processor 60 may be a central processing unit (CPU), or other general-purpose processors, digital signal processors (DSP), application-specific integrated circuits (ASIC), field-programmable gate arrays (FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, etc. A general-purpose processor may be a microprocessor or any conventional processor, etc.

[0144] In some embodiments, the memory 61 may be an internal storage unit of the drainage network ultraviolet curing repair construction monitoring device 6, such as a hard disk or memory of the drainage network ultraviolet curing repair construction monitoring device 6. In other embodiments, the memory 61 may also be an external storage device of the drainage network ultraviolet curing repair construction monitoring device 6, such as a plug-in hard disk, a smart memory card (Smart Media Card, SMC), a secure digital (Secure Digital, SD) card, a flash card (Flash Card), etc. equipped on the drainage network ultraviolet curing repair construction monitoring device 6. Further, the memory 61 may also include both the internal storage unit of the drainage network ultraviolet curing repair construction monitoring device 6 and an external storage device. The memory 61 is used to store an operating system, an application program, a boot loader (BootLoader), data and other programs, such as the program code of the computer program, etc. The memory 61 may also be used to temporarily store data that has been output or is to be output.

[0145] An embodiment of the present application further provides a computer-readable storage medium, wherein the computer-readable storage medium stores a computer program, and when the computer program is executed by a processor, the steps in any of the above method embodiments are implemented.

[0146] An embodiment of the present application provides a computer program product. When the computer program product runs on a drainage pipe network ultraviolet curing repair construction monitoring device, the drainage pipe network ultraviolet curing repair construction monitoring device implements the steps in any of the above-mentioned method embodiments.

[0147] If the integrated unit is implemented in the form of a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the present application implements all or part of the processes in the above-mentioned embodiment method, which can be completed by instructing the relevant hardware through a computer program, and the computer program can be stored in a computer-readable storage medium. When the computer program is executed by the processor, the steps of the above-mentioned various method embodiments can be implemented. Among them, the computer program includes computer program code, and the computer program code can be in source code form, object code form, executable file or some intermediate form. The computer-readable medium may at least include: any entity or device that can carry the computer program code to the drainage network ultraviolet curing repair construction monitoring equipment, recording medium, computer memory, read-only memory (ROM, Read-Only Memory), random access memory (RAM, Random Access Memory), electric carrier signal, telecommunication signal and software distribution medium. For example, a USB flash drive, a mobile hard disk, a disk or an optical disk.

[0148] In the above embodiments, the description of each embodiment has its own emphasis. For parts that are not described or recorded in detail in a certain embodiment, reference can be made to the relevant descriptions of other embodiments.

[0149] Those of ordinary skill in the art will appreciate that the units and algorithm steps of each example described in conjunction with the embodiments disclosed herein can be implemented in electronic hardware, or a combination of computer software and electronic hardware. Whether these functions are performed in hardware or software depends on the specific application and design constraints of the technical solution. Professional and technical personnel can use different methods to implement the described functions for each specific application, but such implementation should not be considered to be beyond the scope of this application.

[0150] In the embodiments provided in the present application, it should be understood that the disclosed drainage network ultraviolet curing repair construction monitoring device / drainage network ultraviolet curing repair construction monitoring equipment and drainage network ultraviolet curing repair construction monitoring method can be implemented in other ways. For example, the above-described drainage network ultraviolet curing repair construction monitoring device / drainage network ultraviolet curing repair construction monitoring equipment embodiment is only schematic. For example, the division of the units is only a logical function division. There may be other division methods in actual implementation, such as multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. Another point is that the mutual coupling or direct coupling or communication connection shown or discussed can be an indirect coupling or communication connection through some interfaces, devices or units, which can be electrical, mechanical or other forms.

[0151] The units described as separate components may or may not be physically separated, and the components shown as units may or may not be physical units, that is, they may be located in one place or distributed on multiple network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of this embodiment.

[0152] The embodiments described above are only used to illustrate the technical solutions of the present application, rather than to limit them. Although the present application has been described in detail with reference to the aforementioned embodiments, a person skilled in the art should understand that the technical solutions described in the aforementioned embodiments may still be modified, or some of the technical features may be replaced by equivalents. Such modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present application, and should all be included in the protection scope of the present application.

Claims

1. A method for monitoring the construction of drainage pipe network ultraviolet curing repair, characterized in that: Applied to the monitoring equipment for ultraviolet curing repair construction of drainage pipe network, the method also includes: Detecting pipeline information of the drainage network; wherein the pipeline information is used to reflect the leakage situation of the drainage network; Obtaining the implementation status of the target repair area; wherein the implementation status is used to reflect whether the repair method currently to be applied in the target repair area is the same as the repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment; Based on the pipeline information and the implementation status, controlling the repair construction device to perform repair construction on the target repair area, and monitoring the repair construction activities; Wherein, based on the pipeline information and the implementation situation, controlling the repair construction device to perform repair construction on the target repair area includes: Acquire the type of the first repair method currently to be applied to the target repair area and the type of the second repair method configured by the drainage network ultraviolet curing repair construction monitoring device for the drainage network; When it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method is different from the type of the second repair method, the first repair method currently to be applied to the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring device; Controlling the repair construction device to apply the second repair method to perform repair construction on the target repair area; The type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device includes: The type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring device is repeatedly obtained at preset time intervals until the drainage network ultraviolet curing repair construction monitoring device detects that a set time value has been reached.

2. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 1, characterized in that: When it is detected that the pipeline information reflects that the drainage network is leaking, and it is determined that the type of the first repair method is different from the type of the second repair method, the first repair method currently to be applied to the target repair area is changed to the second repair method by the control device in the drainage network ultraviolet curing repair construction monitoring device, including: When it is confirmed that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is different from the type of the second repair method most recently obtained, the first repair method currently to be applied to the target repair area is changed to the second repair method through the control device in the drainage network ultraviolet curing repair construction monitoring equipment.

3. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 1, characterized in that: The method further comprises: After confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, no change operation is performed.

4. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 1, characterized in that: The method further comprises: After confirming that the set time value has been reached, if it is detected that the pipeline information reflects that the drainage network is leaking, and the type of the first repair method is the same as the type of the second repair method most recently obtained, stop re-obtaining the type of the second repair method configured for the drainage network by the drainage network ultraviolet curing repair construction monitoring equipment.

5. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 1, characterized in that: Before controlling the repair construction device to perform repair construction based on the pipeline information and the implementation status and monitoring the repair construction activities, the method further includes: Get current construction data; When the construction data meets the stable monitoring conditions, a first instruction is generated; wherein the first instruction is used to instruct the drainage pipe network ultraviolet curing repair construction monitoring device to be set to a low monitoring frequency state, and to instruct the drainage pipe network ultraviolet curing repair construction monitoring device to suspend real-time analysis and processing of the construction data; When the drainage pipe network ultraviolet curing repair construction monitoring device is set to a low monitoring frequency state, obtaining the processing time corresponding to the construction data; wherein the processing time is set according to the time actually required to process the construction data; Suspends real-time analytical processing activities for the processing duration.

6. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 5, characterized in that: After suspending the real-time analysis processing activity within the processing time, the method further includes: After suspending the real-time analysis and processing activity within the processing time, if the construction data still meets the stable monitoring condition, continue to suspend the real-time analysis and processing activity corresponding to the processing time after the current processing time ends; After the real-time analysis and processing activity is suspended within the processing time, if the construction data does not meet the stable monitoring conditions, the real-time analysis and processing of the construction data is started.

7. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 5, characterized in that: The stable monitoring conditions include that the fluctuation value of the construction data does not exceed the preset value, and the stable duration of the construction data is greater than or equal to the preset duration; wherein the stable duration is the duration during which the fluctuation value of the construction data does not exceed the preset value.

8. The method for monitoring the construction of drainage pipe network ultraviolet curing repair as claimed in claim 6, characterized in that: The method further comprises: When the first timestamp is set to a low monitoring frequency state, if it is determined at the second timestamp that the construction data does not meet the stable monitoring conditions, the drainage network ultraviolet curing repair construction monitoring equipment is not set to a low monitoring frequency state; wherein, the second timestamp is later than the first timestamp, and during the time period between the first timestamp and the second timestamp, the analysis of the construction data of the corresponding time period is suspended.

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