CN220794225U - Geological settlement monitoring device - Google Patents
Geological settlement monitoring device Download PDFInfo
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- CN220794225U CN220794225U CN202322755168.0U CN202322755168U CN220794225U CN 220794225 U CN220794225 U CN 220794225U CN 202322755168 U CN202322755168 U CN 202322755168U CN 220794225 U CN220794225 U CN 220794225U
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 24
- 230000005540 biological transmission Effects 0.000 claims abstract description 6
- 230000009471 action Effects 0.000 claims abstract description 5
- 238000004062 sedimentation Methods 0.000 claims description 18
- 230000000007 visual effect Effects 0.000 claims description 2
- 238000012544 monitoring process Methods 0.000 abstract description 23
- 238000006073 displacement reaction Methods 0.000 abstract description 19
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Abstract
A geological settlement monitoring device relates to the field of geological monitoring, solves the problems that the normal service life of a building and the safety of the building cannot be guaranteed in the prior art, reliable data and corresponding settlement parameters are provided for future reconnaissance design construction, and the necessity and the importance of settlement observation of the building are increased obviously. The utility model provides the following scheme: the displacement settlement monitoring device comprises an MCU controller, a power supply module, a GNSS module, a cloud server and a 4G module, wherein: the GNSS module sends GNSS signals to the MCU controller, the MCU controller sends alarm signals to the alarm circuit, and the MCU controller realizes wireless data transmission with the cloud server through the 4G module based on the 4G network; the alarm circuit is used for executing alarm actions; the power module is used for providing working power for the MCU controller, the GNSS module and the 4G module. And is also suitable for constructing the settlement observation field of buildings.
Description
Technical Field
The utility model relates to the technical field of geological monitoring.
Background
With the development of industry and civil construction industry, various complex and large engineering buildings are increasingly built, the original state of the ground is changed, and certain pressure is applied to the foundation of the building, so that deformation of the foundation and surrounding stratum is necessarily caused. Meanwhile, the meteorological phenomena such as strong rainfall can cause the displacement of the earth surface, and the displacement is represented on a building or other fixed building (structure), so that the normal service life of the building (structure) and the safety of the building (structure) are ensured, reliable data and corresponding sedimentation parameters are provided for future reconnaissance design construction, and the necessity and importance of sedimentation observation of the building (structure) are more obvious. Current regulations also prescribe that settlement observation is required for high-rise buildings, towering structures, important ancient buildings, continuous production facility foundations, power equipment foundations, landslide monitoring and the like. In the construction process of a high-rise building, the settlement observation reinforcement process is used for monitoring, guiding reasonable construction procedures, preventing uneven settlement in the construction process, feeding back information in time, providing detailed manual data for the investigation design construction department, and avoiding damage to the main structure of the building or cracks affecting the use function of the structure due to settlement, thereby causing huge economic loss.
Meanwhile, the displacement and sedimentation velocity of the observation point can be calculated through long-time continuous observation, a reference is provided for the future long-time displacement and sedimentation degree of the building, if serious displacement sedimentation occurs or displacement sedimentation is developed to the extent that normal production is affected or safety is affected on a predictable time scale, and the equipment can send out an alarm.
For a long time, most of the displacement and settlement conditions of the buildings (structures) measured in China adopt a direct measurement mode of manual inspection, and the mode is still widely applied to the fields of building (structure) monitoring, building (structure) condition evaluation and building (structure) acceptance. The manual inspection mode has the advantages that: the technical content is low, the displacement values of all the measuring points can be directly obtained through simultaneous detection at multiple points, and the reliability of the measured data is high. But the disadvantage is serious: the method is greatly influenced by environment, is complex in manual operation and cannot be monitored in real time. Along with the development of informatization and digitalization technologies, the current methods for monitoring displacement and settlement of buildings (structures) at home and abroad mainly comprise the following steps: (1) level Gao Chengfa. The manager carries the measuring instrument to the specific monitoring point of the building (structure) according to the fixed frequency to measure, and the change condition of the displacement settlement of the monitoring point is obtained by analyzing the change condition of the measuring result. The method has the advantages of high measurement accuracy and simple technology. The defects are that the monitoring cannot be performed in real time, the workload is large and the maintenance cost is high. (2) robotic monitoring. The robotics method is similar to level Gao Chengfa, except that robots are used to replace building (construction) manager and the rest of the process remains the same. The method has the advantages of high monitoring speed and less labor consumption. Disadvantages are high costs, high technical content and possible damage and loss of the robot etc. (3) laser measurement. By utilizing the characteristic that light rays are transmitted along a straight line, a target is placed at the monitoring point 1, and laser is emitted from the monitoring point 2. The change in building displacement settlement is reflected by the position coordinates of the light spots on the placement targets. The method has the advantages of simple operation and convenient flow. The disadvantage is that it is easily blocked by obstructions and is greatly affected by the weather. (4) GNSS differential monitoring technology. The high-precision differential monitoring technology based on GNSS is also widely applied to the field of building displacement settlement monitoring. The method is to select an open field erection standard station near a building. And erecting the mobile station on the building, and obtaining the displacement sedimentation change value of the building by the high-precision positioning result of the mobile station. The GNSS high-precision differential monitoring technology has the advantages that the monitoring intellectualization can be realized, displacement sedimentation data of monitoring points can be directly obtained, and the influence of weather and environment is small. The disadvantage is that the monitoring accuracy is typically in the order of centimeters.
Disclosure of utility model
In order to solve the problems that the normal service life of a building and the safety of the building cannot be guaranteed in the prior art, reliable data and corresponding sedimentation parameters are provided for future investigation, design and construction, and the necessity and the importance of the sedimentation observation of the building are obviously increased.
The technical scheme provided by the utility model is as follows:
The utility model provides a geological settlement monitoring device, which comprises an MCU controller, a power supply module, a GNSS module, a cloud server and a 4G module, wherein:
The GNSS module transmits GNSS signals to the MCU controller,
The MCU controller sends an alarm signal to the alarm circuit, and wireless data transmission is realized between the MCU controller and the cloud server through the 4G module based on the 4G network;
the alarm circuit is used for executing alarm actions;
the power module is used for providing working power for the MCU controller, the GNSS module and the 4G module.
Further, a preferred embodiment is provided wherein the GNSS module is configured to receive one or more satellite signals from a GPS system, a BDS system, a GLONASS system, a Galileo system.
Further, there is provided a preferred embodiment, the displacement sedimentation monitoring device further includes a battery management module and a battery, the battery management module is used for managing charge and discharge of the battery, and converting an electric signal output by the battery into an input power of the power module.
Further, a preferred embodiment is provided, the battery model number is 18650.
Further, a preferred embodiment is provided, wherein the cell is a photovoltaic cell.
Further, a preferred embodiment is provided wherein the alarm circuit is an audible alarm or a visual alarm, or a combination of both.
The utility model has the advantages that: the utility model particularly realizes a geological settlement monitoring device, which can solve the defects in the background technology.
According to the displacement sedimentation monitoring device, the cloud server can be realized by adopting the existing service, and in actual application, the acquired GNSS data can be processed by sinking corresponding software modules into the server according to requirements, so that corresponding functions are realized, but the functions are not the protection scope of the utility model.
In practical application, one cloud server can correspond to a plurality of MCU controllers, so that data collection of a plurality of data set collection points is realized.
According to the utility model, the 4G module is adopted to realize wireless data transmission, so that timeliness and stability of data transmission are ensured.
The MCU controller has the functions of data processing and storage, and when the 4G network condition is poor, the acquired monitoring data is not lost, but is temporarily stored locally, so that the monitoring data is re-synchronized to the cloud end when the network is recovered, thereby providing reliable data and corresponding sedimentation parameters for the whole investigation design construction, and remarkably improving the necessity and importance of building sedimentation observation.
The utility model is also suitable for the field of building settlement observation.
Drawings
Fig. 1 is a schematic block diagram of a geological settlement monitoring device according to the present utility model.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments.
Embodiment one, this embodiment will be described with reference to fig. 1. The embodiment provides a geological settlement monitoring device, displacement settlement monitoring device includes MCU controller, power module, GNSS module, high in the clouds server and 4G module, wherein:
The GNSS module transmits GNSS signals to the MCU controller,
The MCU controller sends an alarm signal to the alarm circuit, and wireless data transmission is realized between the MCU controller and the cloud server through the 4G module based on the 4G network;
the alarm circuit is used for executing alarm actions;
the power module is used for providing working power for the MCU controller, the GNSS module and the 4G module.
The cloud server is realized by adopting the prior art, the data are collected through the GNSS module, the collected data are sent to the MCU controller, the MCU controller analyzes the obtained GNSS data set by adopting the prior method, an alarm signal is generated when the data are abnormal, and the alarm signal is sent to an alarm circuit, and the alarm circuit is used for executing an alarm action; therefore, the problems that the normal service life of a building and the safety of the building cannot be guaranteed in the prior art are solved, reliable data and corresponding sedimentation parameters are provided for future reconnaissance design construction, the necessity and the importance of building sedimentation observation are obviously increased, and the effect that monitoring data cannot be lost when the 4G network condition is poor, but can be temporarily stored locally so as to be resynchronized to the cloud end when the network is recovered are achieved.
The second embodiment and the present embodiment are further defined by the geological settlement monitoring device provided in the first embodiment, wherein the GNSS module is configured to receive one or more satellite signals in a GPS system, a BDS system, a GLONASS system, or a Galileo system.
An embodiment three, this embodiment is a further limitation of the geological subsidence monitoring device provided in the embodiment one, where the displacement subsidence monitoring device further includes a battery management module and a battery, where the battery management module is configured to manage charge and discharge of the battery, and convert an electrical signal output by the battery into an input power of the power module.
The fourth embodiment and the present embodiment are further defined as a geological settlement monitoring device provided in the third embodiment, and the type of the battery is 18650.
The fifth embodiment is further defined by the geological settlement monitoring device provided in the third embodiment, wherein the battery is a photovoltaic cell.
In a sixth embodiment, the geological settlement monitoring device according to the first embodiment is further defined, and the alarm circuit is an acoustic alarm or an optical alarm, or a combination of both.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the description of the present specification, a description referring to terms "one embodiment," "some embodiments," "examples," "specific examples," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
While preferred embodiments of the present utility model have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the following claims be interpreted as including the preferred embodiments and all such alterations and modifications as fall within the scope of the utility model. It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (6)
1. The utility model provides a geological settlement monitoring device, its characterized in that, geological settlement monitoring device includes MCU controller, power module, GNSS module, high in the clouds server and 4G module, wherein:
The GNSS module transmits GNSS signals to the MCU controller,
The MCU controller sends an alarm signal to the alarm circuit, and wireless data transmission is realized between the MCU controller and the cloud server through the 4G module based on the 4G network;
the alarm circuit is used for executing alarm actions;
the power module is used for providing working power for the MCU controller, the GNSS module and the 4G module.
2. The geological settlement monitoring device of claim 1, wherein the GNSS module is configured to receive one or more satellite signals from a GPS system, a BDS system, a GLONASS system, or a Galileo system.
3. The geological settlement monitoring device of claim 1, further comprising a battery management module and a battery, wherein the battery management module is configured to manage charge and discharge of the battery and convert an electrical signal output from the battery into an input power of a power module.
4. A geological sedimentation monitoring device according to claim 3, wherein the battery is of model 18650.
5. A geological sedimentation monitoring device according to claim 3, in which the cells are photovoltaic cells.
6. The geologic settlement monitoring device of claim 1, wherein the alarm circuit is an audible alarm or a visual alarm, or a combination thereof.
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CN202322755168.0U CN220794225U (en) | 2023-10-13 | 2023-10-13 | Geological settlement monitoring device |
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CN202322755168.0U CN220794225U (en) | 2023-10-13 | 2023-10-13 | Geological settlement monitoring device |
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