CN116523689A - Foundation pit monitoring method, device, equipment and storage medium - Google Patents

Foundation pit monitoring method, device, equipment and storage medium Download PDF

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Publication number
CN116523689A
CN116523689A CN202310444840.6A CN202310444840A CN116523689A CN 116523689 A CN116523689 A CN 116523689A CN 202310444840 A CN202310444840 A CN 202310444840A CN 116523689 A CN116523689 A CN 116523689A
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foundation pit
data model
data
information
monitoring
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刘沛坚
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Dongguan Jianan Pile Foundation Engineering Co ltd
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Dongguan Jianan Pile Foundation Engineering Co ltd
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Priority to CN202310444840.6A priority Critical patent/CN116523689A/en
Publication of CN116523689A publication Critical patent/CN116523689A/en
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
    • G06Q50/08Construction
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0639Performance analysis of employees; Performance analysis of enterprise or organisation operations
    • G06Q10/06393Score-carding, benchmarking or key performance indicator [KPI] analysis
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/20Administration of product repair or maintenance
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
    • G06Q50/10Services
    • G06Q50/26Government or public services
    • G06Q50/265Personal security, identity or safety

Abstract

The application provides a foundation pit monitoring method, a device, equipment and a storage medium, which are applied to computer equipment, wherein the method comprises the following steps: acquiring first basic information of a foundation pit; establishing a first data model according to the first basic information, wherein the first data model has a plurality of influence factors; acquiring second basic information of the foundation pit after a first preset time length; obtaining a second data model according to the second basic information; comparing the first data model with the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in the plurality of influence factors; and establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit in real time. The technical effect that this application had is: the foundation pit monitoring device is used for monitoring the foundation pit in real time.

Description

Foundation pit monitoring method, device, equipment and storage medium
Technical Field
The application relates to the technical field of foundation pit monitoring, in particular to a foundation pit monitoring method, a foundation pit monitoring device, foundation pit monitoring equipment and a storage medium.
Background
The foundation pit is excavated and constructed in modern high-rise and super-high-rise buildings or urban subway stations, the buildings are generally positioned in urban centers, and different foundation pit excavation methods and corresponding supporting systems are adopted according to the degree of intensive and complicated and changeable surrounding environments, so that foundation pit monitoring is indispensable in the foundation pit construction process of the buildings.
The foundation pit monitoring technology has become an important guarantee means for building construction, and how to effectively and rapidly monitor the safety of the foundation pit becomes a difficult point and a key point for building construction. Most of current foundation pit monitoring adopts instruments such as total station, level gauge, inclinometer, etc., needs manual timing measurement and reading, and cannot realize real-time monitoring to the foundation pit.
Therefore, there is a need for a foundation pit monitoring method for monitoring a foundation pit in real time.
Disclosure of Invention
The application provides a foundation pit monitoring method, device, equipment and storage medium. The foundation pit monitoring device is used for monitoring the foundation pit in real time.
In a first aspect, the present application provides a method for monitoring a foundation pit, applied to a computer device, where the method includes: acquiring first basic information of a foundation pit; establishing a first data model according to the first basic information, wherein the first data model has a plurality of influence factors; acquiring second basic information of the foundation pit after a first preset time length; obtaining a second data model according to the second basic information; comparing the first data model with the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in the plurality of influence factors; and establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit in real time.
By adopting the technical scheme, the first data model is established, and because a plurality of influence factors exist in the first data model, one or more specific influence factors influencing the foundation pit can be obtained by acquiring the second basic information of the foundation pit after the first preset time length, and the second basic information is reflected by the second data model. And establishing a first detection model aiming at the acquired actual influence factors so as to enable staff to monitor the condition of the foundation pit in real time. In conclusion, the real-time condition of the whole foundation pit can be monitored by monitoring the corresponding influence factors in a key way, so that the manpower and material resources are reduced; and the foundation pit can be monitored in real time according to the detection model, so that the occurrence of the situation that the loss is caused finally due to the fact that the abnormality of the foundation pit is not detected in time is avoided as much as possible.
Optionally, the first basic information includes humidity information, depth information, area information and shape information; the establishing a first data model according to the first basic information comprises the following steps: and establishing a data model according to the humidity information, the depth information, the area information and the shape information, wherein the data model is the first data model.
By adopting the technical scheme, the first data model is determined according to the information of various dimensions such as humidity information, depth information, area information and shape information. The accuracy of the data model is guaranteed by combining multidimensional information, so that the current state of the foundation pit can be better reflected, and the follow-up real-time monitoring of the foundation pit is facilitated.
Optionally, the comparing the first data model with the second data model to obtain an actual influence factor includes: acquiring data difference values in the first data model and the second data model to obtain one or more influence factors; judging whether the data in the data difference value exceeds a preset difference value or not; and if the data difference exceeds the preset difference, acquiring an influence factor causing the data in the data difference to exceed the preset difference, and obtaining the actual influence factor.
By adopting the technical scheme, as different conditions exist in different foundation pits and correspond to different influence factors, one or more influence factors influencing the foundation pit in the plurality of influence factors are determined by establishing the first data model and the second data model. Since there are a plurality of influence factors, the influence degrees are also different, so the actual influence factors are determined by comparing the data differences in the first data model and the second data model. In summary, the influence factors which cause major influence on the foundation pit can be obtained by comparing the first data model with the second data model, and the effect of monitoring the whole foundation pit can be achieved by only monitoring the influence factors which cause major influence on the foundation pit, so that the workload is reduced, and meanwhile, the effort and material resources are also reduced.
Optionally, after determining whether the data in the data difference exceeds the preset difference, the method further includes:
if the preset difference value is not exceeded, obtaining an influence factor which causes the data difference value and the data difference value is not exceeded by the preset difference value, and obtaining a secondary influence factor; and establishing a second detection model according to the secondary influence factors so that the staff can monitor the foundation pit.
By adopting the technical scheme, as the foundation pit has a plurality of influence factors which influence the foundation pit and also has a plurality of influence factors which influence the foundation pit finely, the influence factors which influence the foundation pit finely are obtained, and a second detection model is established, so that the real-time state of the foundation pit can be monitored by staff. The multi-dimensional monitoring of the foundation pit can be realized by combining the first detection model. The problem that the foundation pit is not found in time is avoided as much as possible, and the situation that the loss is caused finally is avoided.
Optionally, after the first detection model is established according to the actual influence factor, the method further includes: scoring the first detection model to obtain a security grade score; determining a foundation pit security level according to the security level score, wherein the foundation pit security level comprises: safety level, maintenance level, and hazard level; if the security grade score is not greater than a first threshold value, the foundation pit security grade is the dangerous grade, and alarm information is sent to terminal equipment of the staff; if the safety grade score is larger than the first threshold value and not larger than the second threshold value, the foundation pit safety grade is the maintenance grade, and maintenance information is sent to terminal equipment of the staff; and if the security level score is greater than the second threshold value, the foundation pit security level is the security level.
Through adopting above-mentioned technical scheme, score first detection model, can acquire the security of current foundation ditch in real time through the score to can make the prevention in advance according to the score of current foundation ditch, prevent dangerous emergence in advance. The staff can directly know the current foundation pit state through directly watching the grading.
Optionally, after the first detection model is established according to the actual influence factor, the method further includes:
acquiring a first detection model after a second preset time length to obtain a second detection model; comparing the first detection model with the second detection model, and predicting the change condition of the foundation pit after a third preset time period; and according to the change condition of the foundation pit, a protection scheme is formulated and sent to the terminal equipment of the staff.
Through adopting above-mentioned technical scheme, through observing the change of first detection model, can obtain the change condition of foundation ditch and cause the factor of foundation ditch change to make protection scheme in advance and prevent dangerous emergence, improved the security.
Optionally, the method further comprises: dividing the foundation pit into a plurality of areas, wherein each area is provided with a monitoring device; acquiring monitoring information sent by monitoring devices of all areas; determining the environment information of the foundation pit of each area according to the monitoring information; and according to the environment information, formulating an adjusting scheme and sending the adjusting scheme to the terminal equipment of the staff.
By adopting the technical scheme, the foundation pit is divided into a plurality of areas according to the actual condition of the foundation pit, and a monitoring device is arranged in each area. The monitoring device not only can detect the environment of each area, but also can monitor the action of the site in real time, and can provide references for the occurrence of problems of the subsequent foundation pit.
In a second aspect, the present application provides a foundation pit monitoring device, the device comprising: the device comprises an acquisition module, a building module, an output module and a comparison module; the acquisition module is used for acquiring first basic information of the foundation pit; the acquisition module is also used for acquiring second basic information of the foundation pit after the first preset time length; the building module is used for building a first data model according to the first basic information, wherein the first data model has a plurality of influence factors; the output module is used for obtaining a second data model according to the second basic information; the output module is also used for establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit; the comparison module is used for comparing the first data model and the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in the plurality of influence factors.
By adopting the technical scheme, the first data model is established, one or more specific influence factors influencing the foundation pit can be obtained by acquiring the second basic information of the foundation pit after the first preset time length, and the specific influence factors are reflected by the second data model. And establishing a first detection model aiming at the acquired actual influence factors so as to enable staff to monitor the condition of the foundation pit in real time. In conclusion, the real-time condition of the whole foundation pit can be monitored by monitoring the corresponding influence factors in a key way, so that the manpower and material resources are reduced; and the foundation pit can be monitored in real time according to the detection model, so that the occurrence of the situation that the loss is caused finally due to the fact that the abnormality of the foundation pit is not detected in time is avoided as much as possible.
In a third aspect, the present application provides an electronic device, which adopts the following technical scheme: the foundation pit monitoring system comprises a processor, a memory, a user interface and a network interface, wherein the memory is used for storing instructions, the user interface and the network interface are used for communicating with other equipment, and the processor is used for executing the instructions stored in the memory so as to enable the electronic equipment to execute a computer program of any foundation pit monitoring method.
In a fourth aspect, the present application provides a computer readable storage medium, which adopts the following technical solutions: a computer program is stored that can be loaded by a processor and that performs any of the foundation pit monitoring methods described above.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the real-time condition of the whole foundation pit can be monitored by monitoring the corresponding influence factors in a key way, so that the manpower and material resources are reduced; the foundation pit can be monitored in real time according to the detection model, so that the occurrence of the situation that the loss is caused finally due to the fact that the abnormality of the foundation pit is not detected in time is avoided as much as possible;
2. dividing the foundation pit into a plurality of areas according to the actual condition of the foundation pit, and arranging a monitoring device in each area; the monitoring device not only can detect the environment of each area, but also can monitor the action of the site in real time, and can provide references for the occurrence of problems of the subsequent foundation pit.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic flow chart of a method for monitoring a foundation pit according to an embodiment of the present application;
FIG. 2 is a schematic structural diagram of a foundation pit monitoring device according to an embodiment of the present application;
fig. 3 is a schematic structural diagram of an electronic device according to an embodiment of the present application.
Reference numerals illustrate: 1. an acquisition module; 2. establishing a module; 3. an output module; 4. a comparison module; 1000. an electronic device; 1001. a processor; 1002. a communication bus; 1003. a user interface; 1004. a network interface; 1005. a memory.
Detailed Description
In order to make the technical solutions in the present specification better understood by those skilled in the art, the technical solutions in the embodiments of the present specification will be clearly and completely described below with reference to the drawings in the embodiments of the present specification, and it is obvious that the described embodiments are only some embodiments of the present application, but not all embodiments.
In the description of embodiments of the present application, words such as "exemplary," "such as" or "for example" are used to mean serving as an example, instance, or illustration. Any embodiment or design described herein as "illustrative," "such as" or "for example" is not necessarily to be construed as preferred or advantageous over other embodiments or designs. Rather, the use of words such as "illustratively," "such as" or "for example," etc., is intended to present related concepts in a concrete fashion. In addition, unless otherwise indicated, the term "plurality" means two or more. For example, a plurality of systems means two or more systems, and a plurality of screen terminals means two or more screen terminals. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating an indicated technical feature. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. The terms "comprising," "including," "having," and variations thereof mean "including but not limited to," unless expressly specified otherwise.
Fig. 1 is a flow chart of a foundation pit monitoring method according to an embodiment of the present application. It should be understood that, although the steps in the flowchart of fig. 1 are shown in sequence as indicated by the arrows, the steps are not necessarily performed in sequence as indicated by the arrows; the steps are not strictly limited to the order of execution unless explicitly recited herein, and the steps may be executed in other orders; and at least some of the steps in fig. 1 may include a plurality of sub-steps or stages that are not necessarily performed at the same time, but may be performed at different times, nor does the order in which the sub-steps or stages are performed necessarily occur in sequence, but may be performed alternately or alternately with at least some of the other steps or sub-steps of other steps.
The application discloses a foundation pit monitoring method, as shown in FIG. 1, which comprises S101-S106.
Step S101, obtaining first basic information of a foundation pit.
In one example, a foundation pit refers to one or more areas excavated below the surface of the earth for the purpose of building an underground structure (e.g., basement, underground garage, subway, etc.). Foundation pit construction is a relatively high risk engineering activity, and common foundation pit hazards include the following aspects: such as ground subsidence, landslide, collapse, etc.; or the foundation pit may generate vibration, sedimentation and other influences on surrounding buildings in the process of excavation, so that the buildings are damaged or collapse. Of course, there are multiple foundation pit hazards and different hazards for different types of foundation pits. In order to cope with these hazards, it is necessary to obtain some basic information of the foundation pit, which can be understood as first basic information, which can be the depth of the foundation pit, the floor space of the foundation pit, the temperature of the foundation pit, the humidity of the foundation pit, etc. The specifically acquired basic information can be set differently according to different foundation pit types. For example, the depth of a foundation pit is not more than three meters, which is called a shallow foundation pit, and the occupied area of the foundation pit is small, so that the shallow foundation pit is not easy to cause collapse and other damages, and basic information of the foundation pit does not need to be acquired; for another example, no building exists around the current foundation pit, so that the surrounding environment is not damaged, and corresponding basic information does not need to be acquired at the moment.
Step S102, a first data model is established according to the first basic information, wherein a plurality of influence factors exist in the first data model.
In one example, a first data model is established based on the acquired first base information. The first data model is understood to mean that the data obtained by the first basic information are collated by the acquired first basic information. For example, the current area of the foundation pit, the humidity of the foundation pit, the temperature of the foundation pit, and the like are used as first basic information, and these information are integrated to obtain a first data model. The area of the foundation pit, the humidity of the foundation pit, the temperature of the foundation pit and the like may change along with the surrounding environment, and the changes may also cause the foundation pit to collapse, landslide, collapse and the like. It is necessary to determine an influence factor that causes the above-described basic factor to change, where the influence factor can be understood as an influence factor.
The first basic information comprises humidity information, depth information, area information and shape information; according to the first basic information, a first data model is established, which comprises the following steps: and establishing a data model according to the humidity information, the depth information, the area information and the shape information, wherein the data model is a first data model.
For example: the first basic information herein includes, but is not limited to, humidity information, depth information, area information, and shape information. Because humidity, depth, area and foundation pit shape are important reference factors when foundation pits are problematic, the important description is focused on herein, but because each foundation pit has more or less differences, it is required to determine which information is basic information according to actual conditions, and problems possibly occurring in different foundation pits are different, so corresponding information is acquired according to different problems, and a data model is built, wherein the data model is the first data model.
Step S103, obtaining second basic information of the foundation pit after the first preset time length.
In one example, taking the above embodiment as an example, the first basic information is the area of the foundation pit, the humidity of the foundation pit, the temperature of the foundation pit, etc., and the second basic information may be the area of the foundation pit, the humidity of the foundation pit, and the temperature of the foundation pit. Here, the second basic information includes not only the information included in the first basic information but also other basic information; because the interior and the exterior of the foundation pit are changed along with the passage of time, the basic information needs to be acquired according to the current situation, which causes that the acquired basic information may be different from the first basic information, the preset duration can be one day, one week or one month, and the specific time can be set by oneself. The second basic information can also be obtained in real time, the basic information can be obtained according to the actual condition of the current foundation pit, and the number of the obtained basic information can be set by staff according to the field condition, so that redundant description is omitted.
And step S104, obtaining a second data model according to the second basic information.
The manner of obtaining the second data model is the same as that of the first data model, please refer to step S101, and redundant description is omitted herein.
Step S105, comparing the first data model with the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in a plurality of influence factors.
In one example, the data difference of the two data models is obtained by comparing the first data model and the second data model. Taking the area as an example, the area of the foundation pit in the first data model is 500 square meters, the area of the foundation pit in the second data model is 490 square meters, the reason for the result can be obtained according to the historical data in the historical database, and the factor for the reason is called as an influence factor, namely an actual influence factor, the influence factors for the reason can be one or more, the temperature can be caused, the construction mode can be caused, and one or more influence factors can be obtained by combining the factors such as the surrounding environment of the foundation pit and the data in the historical database. Here, since the actual situation of the foundation pit changes in real time, when the actual influence factor is to be obtained, the actual influence factor may also be determined according to the actual situation, and the actual influence factor may be obtained by comparing the second data models in different time periods, and the comparison mode may refer to comparing the first data model and the second data model.
Comparing the first data model with the second data model to obtain an actual influence factor, including: acquiring a data difference value in the first data model and the second data model to obtain one or more influence factors; judging whether the data in the data difference value exceeds a preset difference value or not; and if the data in the data difference exceeds the preset difference, acquiring an influence factor causing the data in the data difference to exceed the preset difference, and obtaining an actual influence factor.
In one example, when the first data model and the second data model are compared or the second data model of different time periods is compared, the area of the foundation pit is changed, and the reason for influencing the change of the area of the foundation pit may be humidity and groundwater level, but when the first data model and the second data model are compared or the second data model of different time periods is compared, the reason for currently causing the change of the area of the foundation pit is determined to be the groundwater level, the groundwater level is an actual influence factor, and the situation of the change of the area of the foundation pit can be detected in real time only by detecting the groundwater level, and precautions are taken. The preset difference value can be set according to the actual condition of the current foundation pit.
After judging whether the data in the data difference exceeds the preset difference, the method further comprises the following steps: if the data difference value does not exceed the preset difference value, acquiring an influence factor which causes the data difference value and the data difference value does not exceed the preset difference value, and acquiring a secondary influence factor; and establishing a second detection model according to the secondary influence factors so as to enable staff to monitor the foundation pit.
In one example, for the above embodiment, the primary factor affecting the change of the area of the foundation pit is the groundwater level, the secondary factor is the humidity, although the humidity does not significantly affect the area of the foundation pit by detection, there may be multiple secondary factors due to the foundation pit, and in order to prevent special situations, statistics needs to be performed on the relevant data of all the secondary factors, so that the staff can monitor the foundation pit in real time.
And S106, establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit in real time.
In one example, after comparing the first data model with the second data model or comparing the second data model in different time periods, factors influencing the current foundation pit can be determined, and as each foundation pit has a difference, problems or accidents possibly happening to different foundation pits can be determined according to specific conditions, and corresponding influencing factors can be acquired in a targeted manner. For example, when there is water loss and soil loss in the current foundation pit, determining what causes are caused by the water loss and soil loss, which are actual influence factors, and one or more actual influence factors may be used. Since there may be a plurality of problems in the foundation pit, each corresponding to one or more actual influencing factors, these influencing factors are monitored, and a first detection model is obtained. The foundation pit can be monitored in real time by a worker only by monitoring the variables of the influence factors. For another example, the reason for causing water and soil loss is temperature, then the temperature is the actual influencing factor, although the water and soil loss does not appear in the current foundation pit, when the temperature is known to be the influencing factor, at this time, the foundation pit can be monitored in real time only by monitoring the temperature, and the temperature can be adjusted so as to avoid the water and soil loss. For other cases, please refer to the present embodiment, which is not illustrated herein.
After the first detection model is established according to the actual influence factors, the method further comprises the following steps: scoring the first detection model to obtain a security grade score; determining a foundation pit safety grade according to the safety grade score, wherein the foundation pit safety grade comprises: safety level, maintenance level, and hazard level; if the security grade score is not greater than the first threshold value, the security grade of the foundation pit is a dangerous grade, and alarm information is sent to terminal equipment of staff; if the safety grade score is larger than the first threshold value and not larger than the second threshold value, the safety grade of the foundation pit is a maintenance grade, and maintenance information is sent to terminal equipment of staff; and if the security level score is greater than the second threshold value, the foundation pit security level is the security level.
In one example, after the first detection model is established, the security level of the current foundation pit needs to be scored. The first detection model is built based on actual influence factors, for which one or more, e.g., temperature, humidity, groundwater level, etc., may be used; taking temperature as an example, the temperature is an important factor affecting the foundation pit, but because the temperature changes in real time, different safety levels need to be set up when the temperature changes, for example, the temperature is lower than 0 ℃ and is a dangerous level, the 0 ℃ can be understood as a first threshold, when the temperature is lower than 0 ℃, the foundation pit is extremely dangerous, and at the moment, alarm information can be sent to terminal equipment of staff to enable the staff to adjust the temperature, so that the problem is avoided; when the temperature is 0-25 ℃, potential safety hazards exist in the current foundation pit, workers still need to be informed of adjustment, problems are avoided, and the second threshold can be understood to be 25 ℃; and when the current temperature is higher than 25 ℃, the current foundation pit is safe, and accidents caused by the temperature can be avoided.
After the first detection model is established according to the actual influence factors, the method further comprises the following steps: acquiring a first detection model after a second preset time length to obtain a second detection model; comparing the first detection model with the second detection model, and predicting the change condition of the foundation pit after a third preset time period; and according to the change condition of the foundation pit, a protection scheme is formulated and sent to terminal equipment of staff.
In one example, after the first detection model is obtained, a detection model after a second preset time period is obtained, where the detection model after the second preset time period may be understood as the second detection model, and the second preset time period may be one day or one week, and the specific time period may be set by itself. After the second detection model is obtained, the first detection model and the second detection model are compared, the change trend of the foundation pit within a third preset time period can be predicted, the third preset time period can be set by oneself, countermeasures can be made in advance aiming at the change trend, and the occurrence of accidents is reduced. For example, humidity change, area change or shape change of the foundation pit can be obtained by comparing the detection models, and a change trend can be obtained according to the change, so that early protection is effectively performed.
The method further comprises the steps of: dividing the foundation pit into a plurality of areas, wherein each area is provided with a monitoring device; acquiring monitoring information sent by monitoring devices of all areas; determining the environment information of the foundation pit of each area according to the monitoring information; and according to the environmental information, formulating an adjusting scheme and sending the adjusting scheme to terminal equipment of staff.
In one example, on the basis of the above embodiment, monitoring each area by the monitoring device is performed; according to the size of foundation ditch, divide into a plurality of regions with the foundation ditch, every regional installation monitoring device, monitoring device can be the camera, monitors the scene through monitoring device, can deal with various emergency, combines above-mentioned embodiment, can effectively monitor the foundation ditch to when the foundation ditch goes wrong, also can directly handle.
Based on the method, the embodiment of the application also discloses a structural schematic diagram of the foundation pit monitoring device.
As shown in fig. 2, the apparatus includes: the device comprises an acquisition module 1, a building module 2, an output module 3 and a comparison module 4; the acquisition module 1 is used for acquiring first basic information of the foundation pit; the acquisition module 1 is further used for acquiring second basic information of the foundation pit after the first preset duration; the building module 2 is used for building a first data model according to the first basic information, wherein a plurality of influence factors exist in the first data model; the output module 3 is used for obtaining a second data model according to the second basic information; the output module 3 is further used for establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit; the comparison module 4 is configured to compare the first data model and the second data model to obtain an actual influence factor, where the actual influence factor is at least one influence factor of the plurality of influence factors.
It should be noted that: in the device provided in the above embodiment, when implementing the functions thereof, only the division of the above functional modules is used as an example, in practical application, the above functional allocation may be implemented by different functional modules according to needs, that is, the internal structure of the device is divided into different functional modules, so as to implement all or part of the functions described above. In addition, the embodiments of the apparatus and the method provided in the foregoing embodiments belong to the same concept, and specific implementation processes of the embodiments of the method are detailed in the method embodiments, and for the three different method embodiments, the three devices provided in the present application may also be changed correspondingly when implementing the functions thereof, which is not repeated herein.
Referring to fig. 3, a schematic structural diagram of an electronic device is provided in an embodiment of the present application. As shown in fig. 3, the electronic device 1000 may include: at least one processor 1001, at least one network interface 1004, a user interface 1003, a memory 1005, at least one communication bus 1002.
Wherein the communication bus 1002 is used to enable connected communication between these components.
The user interface 1003 may include a Display screen (Display) and a Camera (Camera), and the optional user interface 1003 may further include a standard wired interface and a wireless interface.
The network interface 1004 may optionally include a standard wired interface, a wireless interface (e.g., WI-FI interface), among others.
Wherein the processor 1001 may include one or more processing cores. The processor 1001 connects various parts within the entire server using various interfaces and lines, performs various functions of the server and processes data by executing or executing instructions, programs, code sets, or instruction sets stored in the memory 1005, and calling data stored in the memory 1005. Alternatively, the processor 1001 may be implemented in at least one hardware form of digital signal processing (Digital Signal Processing, DSP), field programmable gate array (Field-Programmable Gate Array, FPGA), programmable logic array (Programmable Logic Array, PLA). The processor 1001 may integrate one or a combination of several of a central processing unit (Central Processing Unit, CPU), an image processor (Graphics Processing Unit, GPU), and a modem, etc. The CPU mainly processes an operating system, a user interface, an application program and the like; the GPU is used for rendering and drawing the content required to be displayed by the display screen; the modem is used to handle wireless communications. It will be appreciated that the modem may not be integrated into the processor 1001 and may be implemented by a single chip.
The Memory 1005 may include a random access Memory (Random Access Memory, RAM) or a Read-Only Memory (Read-Only Memory). Optionally, the memory 1005 includes a non-transitory computer readable medium (non-transitory computer-readable storage medium). The memory 1005 may be used to store instructions, programs, code, sets of codes, or sets of instructions. The memory 1005 may include a stored program area and a stored data area, wherein the stored program area may store instructions for implementing an operating system, instructions for at least one function (such as a touch function, a sound playing function, an image playing function, etc.), instructions for implementing the above-described respective method embodiments, etc.; the storage data area may store data or the like involved in the above respective method embodiments. The memory 1005 may also optionally be at least one storage device located remotely from the processor 1001. As shown in fig. 3, an operating system, a network communication module, a user interface module, and an application program of a pit monitoring method may be included in a memory 1005 as a computer storage medium.
In the electronic device 1000 shown in fig. 3, the user interface 1003 is mainly used for providing an input interface for a user, and acquiring data input by the user; and processor 1001 may be configured to invoke an application in memory 1005 that stores a pit monitoring method that, when executed by one or more processors, causes the electronic device to perform the method as described in one or more of the embodiments above.
An electronic device readable storage medium storing instructions. When executed by one or more processors, cause an electronic device to perform the method as described in one or more of the embodiments above.
It should be noted that, for simplicity of description, the foregoing method embodiments are all expressed as a series of action combinations, but it should be understood by those skilled in the art that the present application is not limited by the order of actions described, as some steps may be performed in other order or simultaneously in accordance with the present application. Further, those skilled in the art will also appreciate that the embodiments described in the specification are all preferred embodiments, and that the acts and modules referred to are not necessarily required in the present application.
In the foregoing embodiments, the descriptions of the embodiments are emphasized, and for parts of one embodiment that are not described in detail, reference may be made to related descriptions of other embodiments.
In the several embodiments provided herein, it should be understood that the disclosed apparatus may be implemented in other ways. For example, the apparatus embodiments described above are merely illustrative, such as the division of the units, merely a logical function division, and there may be additional manners of dividing the actual implementation, such as multiple units or components may be combined or integrated into another system, or some features may be omitted, or not performed. Alternatively, the coupling or direct coupling or communication connection shown or discussed with each other may be through some service interface, device or unit indirect coupling or communication connection, electrical or otherwise.
The units described as separate units may or may not be physically separate, and units shown as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of this embodiment.
In addition, each functional unit in each embodiment of the present application may be integrated in one processing unit, or each unit may exist alone physically, or two or more units may be integrated in one unit. The integrated units may be implemented in hardware or in software functional units.
The integrated units, if implemented in the form of software functional units and sold or used as stand-alone products, may be stored in a computer readable memory. Based on such understanding, the technical solution of the present application may be embodied in essence or a part contributing to the prior art or all or part of the technical solution in the form of a software product stored in a memory, including several instructions for causing a computer device (which may be a personal computer, a server or a network device, etc.) to perform all or part of the steps of the method described in the embodiments of the present application. And the aforementioned memory includes: various media capable of storing program codes, such as a U disk, a mobile hard disk, a magnetic disk or an optical disk.
The foregoing is merely exemplary embodiments of the present disclosure and is not intended to limit the scope of the present disclosure. That is, equivalent changes and modifications are contemplated by the teachings of this disclosure, which fall within the scope of the present disclosure. Other embodiments of the disclosure will be apparent to those skilled in the art from consideration of the specification and practice of the disclosure herein. This application is intended to cover any adaptations, uses, or adaptations of the disclosure following, in general, the principles of the disclosure and including such departures from the present disclosure as come within known or customary practice within the art to which the disclosure pertains. It is intended that the specification and examples be considered as exemplary only, with a scope and spirit of the disclosure being indicated by the claims.

Claims (10)

1. A method for monitoring a pit, applied to a computer device, the method comprising:
acquiring first basic information of a foundation pit;
establishing a first data model according to the first basic information, wherein the first data model has a plurality of influence factors;
acquiring second basic information of the foundation pit after a first preset time length;
obtaining a second data model according to the second basic information;
comparing the first data model with the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in the plurality of influence factors;
and establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit in real time.
2. The foundation pit monitoring method of claim 1, wherein said first basic information comprises humidity information, depth information, area information and shape information; the establishing a first data model according to the first basic information comprises the following steps:
and establishing a data model according to the humidity information, the depth information, the area information and the shape information, wherein the data model is the first data model.
3. The method for monitoring a foundation pit according to claim 1, wherein said comparing said first data model with said second data model to obtain an actual influence factor comprises:
acquiring data difference values in the first data model and the second data model to obtain one or more influence factors;
judging whether the data in the data difference value exceeds a preset difference value or not;
and if the data difference exceeds the preset difference, acquiring an influence factor causing the data in the data difference to exceed the preset difference, and obtaining the actual influence factor.
4. A method of pit monitoring according to claim 3, wherein after determining whether the data in the data difference exceeds a preset difference, further comprising:
if the preset difference value is not exceeded, obtaining an influence factor which causes the data difference value and the data difference value is not exceeded by the preset difference value, and obtaining a secondary influence factor;
and establishing a second detection model according to the secondary influence factors so that the staff can monitor the foundation pit.
5. The method for monitoring a foundation pit according to claim 1, wherein after the first detection model is established according to the actual influence factor, the method further comprises:
scoring the first detection model to obtain a security grade score;
determining a foundation pit security level according to the security level score, wherein the foundation pit security level comprises: safety level, maintenance level, and hazard level;
if the security grade score is not greater than a first threshold value, the foundation pit security grade is the dangerous grade, and alarm information is sent to terminal equipment of the staff;
if the safety grade score is larger than the first threshold value and not larger than the second threshold value, the foundation pit safety grade is the maintenance grade, and maintenance information is sent to terminal equipment of the staff;
and if the security level score is greater than the second threshold value, the foundation pit security level is the security level.
6. The method for monitoring a foundation pit according to claim 1, wherein after the first detection model is established according to the actual influence factor, the method further comprises:
acquiring a first detection model after a second preset time length to obtain a second detection model;
comparing the first detection model with the second detection model, and predicting the change condition of the foundation pit after a third preset time period;
and according to the change condition of the foundation pit, a protection scheme is formulated and sent to the terminal equipment of the staff.
7. The pit monitoring method of claim 1, wherein the method further comprises:
dividing the foundation pit into a plurality of areas, wherein each area is provided with a monitoring device;
acquiring monitoring information sent by monitoring devices of all areas;
determining the environment information of the foundation pit of each area according to the monitoring information;
and according to the environment information, formulating an adjusting scheme and sending the adjusting scheme to the terminal equipment of the staff.
8. A foundation pit monitoring device, the device comprising: the device comprises an acquisition module (1), a building module (2), an output module (3) and a comparison module (4); wherein, the liquid crystal display device comprises a liquid crystal display device,
the acquisition module (1) is used for acquiring first basic information of the foundation pit;
the acquisition module (1) is also used for acquiring second basic information of the foundation pit after a first preset time length;
the building module (2) is used for building a first data model according to the first basic information, wherein a plurality of influence factors exist in the first data model;
the output module (3) is used for obtaining a second data model according to the second basic information;
the output module (3) is further used for establishing a first detection model according to the actual influence factors so as to enable staff to monitor the foundation pit;
the comparison module (4) is used for comparing the first data model and the second data model to obtain an actual influence factor, wherein the actual influence factor is at least one influence factor in the plurality of influence factors.
9. An electronic device comprising a processor (1001), a memory (1005), a user interface (1003) and a network interface (1004), the memory (1005) being configured to store instructions, the user interface (1003) and the network interface (1004) being configured to communicate to other devices, the processor (1001) being configured to execute the instructions stored in the memory to cause the electronic device (1000) to perform the method according to any one of claims 1-7.
10. A computer readable storage medium, characterized in that a computer program is stored which can be loaded by a processor and which performs the method according to any of claims 1-7.
CN202310444840.6A 2023-04-22 2023-04-22 Foundation pit monitoring method, device, equipment and storage medium Pending CN116523689A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310444840.6A CN116523689A (en) 2023-04-22 2023-04-22 Foundation pit monitoring method, device, equipment and storage medium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310444840.6A CN116523689A (en) 2023-04-22 2023-04-22 Foundation pit monitoring method, device, equipment and storage medium

Publications (1)

Publication Number Publication Date
CN116523689A true CN116523689A (en) 2023-08-01

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Country Link
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