CN214223981U - Sluice deformation monitoring devices - Google Patents

Abstract

The utility model discloses a sluice deformation monitoring devices relates to sluice deformation monitoring technology field, including the shell, set up in GNSS antenna and nuclear core plate in the shell, the shell includes antenna house and base, nuclear core plate includes bottom plate, 4G communication module, accelerometer module and GNSS module, the GNSS antenna with the communication of GNSS module is connected. The device is installed on the deformation monitoring point positions through the device fixing holes, data at the deformation monitoring point positions are collected, real-time collection and transmission of the deformation monitoring data of the monitoring point positions on the sluice are achieved, and all-weather collection and transmission of the deformation monitoring data of the monitoring point positions on the sluice are made possible. Is no longer influenced by the environment and is no longer limited by the technical level of the skilled person. After the installation is finished, under the condition that the equipment is not damaged and the electric quantity is supplied normally, data can be collected all the time, and 24-hour continuous data collection is realized.

Description

Sluice deformation monitoring devices

Technical Field

The utility model relates to a sluice warp monitoring technology field, concretely relates to sluice warp monitoring devices.

Background

The deformation monitoring of the sluice usually adopts a mode of arranging leveling points at specific positions (such as a sluice bottom plate, a wing wall and the like), and utilizes optical instruments such as a leveling instrument and the like to periodically measure the elevation change of the leveling points on the sluice by taking high-grade leveling control points at the periphery of the sluice as a reference, so as to calculate the deformation of the sluice and realize the deformation monitoring of the sluice.

As mentioned above, the most important means for monitoring the deformation of the sluice is leveling. Because leveling adopts optical instrument measurement, in practical application, there are following technical defects: 1. the environment influence is great, so that the conditions influencing light transmission such as rainy days, haze days, nights and the like cannot be measured; 2. the technical personnel have high requirements and can only complete the measurement by professional surveying and mapping personnel; 3. the automation degree is low, a series of operation steps such as instrument erection, measurement data recording, internal processing and the like are required to be completed during each measurement, and the workload is large; 4. the 24-hour continuous measurement cannot be carried out, and the measurement can only be carried out periodically due to the need of erecting an instrument for observation, so that the 24-hour continuous measurement cannot be realized.

Deformation monitoring is a long-term and continuous process, the availability of sluice deformation monitoring is severely restricted due to the existence of the problems, and especially, under the condition that deformation monitoring needs to be carried out on the sluice in the flood season, at night and the like, the deformation of the sluice cannot be effectively measured.

SUMMERY OF THE UTILITY MODEL

Therefore, the utility model provides a sluice warp monitoring devices to solve among the prior art by environmental impact, receive personnel's technical restriction, degree of automation low, the problem that can not monitor in succession.

In order to achieve the above object, the present invention provides the following technical solutions:

the utility model provides a sluice deformation monitoring devices, includes the shell, sets up GNSS antenna and nuclear core plate in the shell, nuclear core plate include 4G communication module and with accelerometer module and the GNSS module that 4G communication module communication is connected, the GNSS antenna with the GNSS module communication is connected.

Further, nuclear core plate still includes the bottom plate, 4G communication module, accelerometer module and GNSS module all are fixed in the bottom plate, 4G communication module, accelerometer module, GNSS module and GNSS antenna all with the bottom plate electricity is connected.

Further, the shell includes antenna house and base, the antenna house with the connection can be dismantled to the base, GNSS antenna, nuclear core plate all are fixed in the base.

Further, the antenna house is the hemisphere shell, the lower extreme of antenna house is uncovered, the base passes through screw detachably to be fixed in uncovered.

Further, the antenna housing is a hemispherical ceramic shell.

Further, the base includes base and external interface, GNSS antenna and nuclear core plate detachably are fixed in the orientation of base one side of radome, the external interface set up in the base dorsad one side of radome, the external interface with the bottom plate electricity is connected.

Furthermore, an equipment fixing hole is formed in one side, facing away from the antenna housing, of the base.

Further, the GNSS antenna and the core board are connected with the base through screws.

The utility model has the advantages of as follows: the device is installed on the deformation monitoring point positions through the device fixing holes, data at the deformation monitoring point positions are collected, real-time collection and transmission of the deformation monitoring data of the monitoring point positions on the sluice are achieved, and all-weather collection and transmission of the deformation monitoring data of the monitoring point positions on the sluice are made possible. Is no longer influenced by the environment and is no longer limited by the technical level of the skilled person. After the installation is finished, under the condition that the equipment is not damaged and the electric quantity is supplied normally, data can be collected all the time, and 24-hour continuous data collection is realized.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.

The structure, ratio, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and any structure modification, ratio relationship change or size adjustment should still fall within the range which can be covered by the technical content disclosed by the present invention without affecting the efficacy and the achievable purpose of the present invention.

Fig. 1 is an exploded view of a sluice deformation monitoring device according to an embodiment of the present invention;

fig. 2 is a schematic structural diagram of a sluice deformation monitoring device according to an embodiment of the present invention;

fig. 3 is a top view of a core plate of the sluice deformation monitoring device according to an embodiment of the present invention;

fig. 4 is a top view of a base of a sluice deformation monitoring device according to an embodiment of the present invention.

In the figure: the antenna comprises a 1-antenna housing, a 2-GNSS antenna, a 3-accelerometer module, a 4-4G communication module, a 5-GNSS module, a 6-bottom plate, a 7-GNSS antenna fixing hole, an 8-core plate fixing hole, a 9-base, a 10-external interface and an 11-equipment fixing hole.

Detailed Description

The present invention is described in terms of specific embodiments, and other advantages and benefits of the present invention will become apparent to those skilled in the art from the following disclosure. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the present specification, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof are also considered to be the scope of the present invention without substantial changes in the technical content.

As shown in fig. 1-4, a sluice deformation monitoring device comprises a shell and internal equipment.

The housing comprises a radome 1 and a base. The antenna housing 1 is a ceramic shell, and the ceramic material can penetrate through a WeChat signal and does not affect wireless data transmission. The antenna house 1 is the hemisphere shell, and the lower extreme of antenna house 1 is equipped with uncovered, and the base can be dismantled and be fixed in uncovered, and the interior equipment fixing can protect interior equipment not to receive external sleet to corrode in the space that antenna house 1 and base formed, hemisphere antenna house 1. The base can be an open cylindrical box structure. The base comprises a base 9 and an external interface 10. The upper surface of base 9 is equipped with GNSS antenna fixed orifices 7 and nuclear core plate fixed orifices 8, can set up the fixed column earlier, sets up the fixed orifices again on the top of fixed column. The base 9 is mounted at the opening of the radome 1 and fixed by screws. The lower part of the base 9 is provided with an equipment fixing hole 11. The external interface 10 is disposed at one side of the lower portion of the base 9, and the external interface 10 is used for connecting an external power supply to supply power to the internal device.

The internal device is arranged in the shell and comprises a GNSS antenna 2 and a core board, wherein the GNSS antenna 2 and the core board are detachably fixed on the upper side of the base 9, for example, in a screw fixing mode. Generally, the GNSS antenna 2 is located above the core board, and both are not in contact with each other. The GNSS antenna 2 comprises a satellite signal antenna and a 4G signal antenna, the GNSS antenna 2 is used for tracking and capturing Beidou/GPS/GLONASS/Galileo satellite signals, transmitting the satellite signals to the core board through a connecting line, and meanwhile, obtaining electric energy from the core board through the connecting line. The core board comprises a 4G communication module 4, an accelerometer module 3 and a GNSS module 5, wherein the accelerometer module 3 and the GNSS module 5 are in communication connection with the 4G communication module 4. The GNSS module 5 is in communication connection with the GNSS antenna 2. The accelerometer module 3 is used for acquiring an external vibration signal received by the equipment, namely acquiring a vibration signal of the water gate. The GNSS module 5 receives satellite signals sent by the GNSS antenna 2 and analyzes Beidou/GPS/GLONASS/Galileo satellite signals. The 4G communication module 4 mainly transmits the acquired vibration data and satellite data to a data service center in a wireless mode. The nuclear core plate further comprises a bottom plate 6, the 4G communication module 4, the accelerometer module 3 and the GNSS module 5 are fixed on the bottom plate 6, the GNSS module 5 and the accelerometer module 3 are connected with the bottom plate 6 in a welding mode, the 4G communication module 4, the accelerometer module 3, the GNSS module 5 and the GNSS antenna 2 are electrically connected with the bottom plate 6, and the bottom plate 6 is electrically connected with the external interface 10, so that electric energy is provided for the 4G communication module 4, the accelerometer module 3, the GNSS module 5 and the GNSS antenna 2.

This embodiment provides a sluice deformation monitoring devices installs on deformation monitoring point location through equipment fixed orifices 11, gathers the data of deformation monitoring point location department, realizes on the sluice monitoring point location deformation monitoring data's real-time collection and transmission, makes on the sluice monitoring point location deformation monitoring data's all-weather collection, transmission become possible. Is no longer influenced by the environment and is no longer limited by the technical level of the skilled person. After the installation is finished, under the condition that the equipment is not damaged and the electric quantity is supplied normally, data can be collected all the time, and 24-hour continuous data collection is realized.

Although the invention has been described in detail with respect to the general description and the specific embodiments, it will be apparent to those skilled in the art that modifications and improvements can be made based on the invention. Therefore, such modifications and improvements are intended to be within the scope of the invention as claimed.

Claims (8)

1. The utility model provides a sluice deformation monitoring devices, its characterized in that includes the shell, sets up GNSS antenna and nuclear core plate in the shell, nuclear core plate include 4G communication module and with accelerometer module and the GNSS module that 4G communication module communication is connected, the GNSS antenna with the GNSS module communication is connected.

2. The floodgate deformation monitoring device of claim 1, wherein the core board further comprises a bottom board, the 4G communication module, the accelerometer module and the GNSS module are all fixed to the bottom board, and the 4G communication module, the accelerometer module, the GNSS module and the GNSS antenna are all electrically connected to the bottom board.

3. The floodgate deformation monitoring device of claim 2, wherein the housing comprises a radome and a base, the radome is detachably connected with the base, and the GNSS antenna and the core plate are both fixed on the base.

4. The floodgate deformation monitoring device according to claim 3, wherein the radome is a hemispherical shell, a lower end of the radome is open, and the base is detachably fixed to the open through a screw.

5. The floodgate deformation monitoring device according to claim 4, wherein the radome is a hemispherical ceramic shell.

6. The floodgate deformation monitoring device according to claim 3, wherein the base comprises a base and an external interface, the GNSS antenna and the core board are detachably fixed on a side of the base facing the radome, the external interface is disposed on a side of the base facing away from the radome, and the external interface is electrically connected with the bottom plate.

7. The floodgate deformation monitoring device according to claim 6, wherein a device fixing hole is further formed on a side of the base facing away from the radome.

8. The floodgate deformation monitoring device of claim 6, wherein the GNSS antenna and core board are connected with the base by screws.

Images