Rain measuring radar tower settlement monitoring mechanism

Abstract

The utility model relates to a precipitation radar tower settlement monitoring mechanism, and belongs to the field of settlement monitoring, the precipitation radar tower settlement monitoring mechanism comprises a plurality of observation point static force level gauges, the number of the observation point static force level gauges is the same as the number of tower feet of a tower body, and the plurality of observation point static force level gauges are correspondingly connected to the plurality of tower feet through connecting parts; the base point static leveling instrument is fixed at the reference point; a breather pipe is arranged at the top end of the liquid storage tank, a liquid passing pipe is arranged at the bottom end of the liquid storage tank, and the breather pipe and the liquid passing pipe are communicated with the interiors of the base point static level gauge and the observation point static level gauges; according to the technical scheme, settlement monitoring can be carried out on the radar tower in real time, the defects of manual monitoring can be overcome through real-time monitoring, the influence of subjective factors is small, and meanwhile, the settlement of the radar tower can be monitored in real time. The inclination condition of the tower body of the radar tower can be judged according to different settlement of the static force level gauges at the observation points relative to the base point, and then the effects of early prediction and hidden danger elimination are achieved.

Description

Technical Field

[0001] The utility model relates to the field of settlement monitoring, in particular to a settlement monitoring mechanism of a rain measuring radar tower. Background Art

[0002] Precipitation radars are primarily used for rainfall surface observation and weather forecasting. By transmitting and receiving electromagnetic waves, they detect precipitation, wind patterns, and other factors, providing crucial support for disaster prevention and mitigation, as well as hydrological observations. During construction, radar towers often experience settlement or tilt due to deviations in the construction process, soil quality, rainfall, and other issues. If left unattended, long-term tower collapse can cause significant casualties and economic losses. Therefore, monitoring radar tower settlement is crucial. Currently, settlement monitoring relies primarily on regular inspections and manual observations, which are subjective and untimely. Monitors rely on simple judgments based on surface physical phenomena. This approach not only fails to monitor the radar tower's status in real time, but also hinders early prediction and mitigation of potential hazards, failing to meet the requirements of real-time monitoring. Utility Model Content

[0003] In response to the shortcomings of the existing technology, the present application discloses a precipitation radar tower settlement monitoring mechanism to solve the problems of discontinuous monitoring and significant influence of subjective factors in traditional manual monitoring raised in the above background technology. The present application achieves this through the following technical solutions. Specifically, the precipitation radar tower settlement monitoring mechanism includes:

[0004] Observation point static level, the observation point static level is set in multiple and the number of the set level is the same as the number of tower feet, and the multiple observation point static levels are connected to the multiple tower feet located below the ground through connecting components;

[0005] Base point static level, which is fixed at the reference point and located below the ground;

[0006] A liquid storage tank is buried in the ground, with a vent pipe at the top and a liquid pipe at the bottom, both of which are connected to the interior of the base point static level and multiple observation point static levels;

[0007] The data collector is buried in the ground and is electrically connected to the base point static level and the static levels at multiple observation points through data lines.

[0008] Preferably, the tower body is a quadrangular tower or an octagonal tower, and the cross-section of each tower foot is a square.

[0009] Preferably, the connecting component includes:

[0010] There are two clamping plates, and the observation point static level is fixed on one of the clamping plates. Each clamping plate is provided with a first connecting hole that cooperates with each other. A first screw is passed through the first connecting holes of the two clamping plates, and a first nut is threadedly connected to the first screw.

[0011] Preferably, the clamping plate connected to the observation point static level includes an upper clamping plate and a lower clamping plate, and the upper clamping plate and the lower clamping plate are respectively provided with second connecting holes that cooperate with each other. A second screw is passed through the second connecting hole, and a second nut is threadedly connected to the second screw. The observation point static level is fixed to the clamping plate by tightening the second nut.

[0012] Preferably, the clamping surface of each clamping piece is provided with an anti-slip layer.

[0013] Preferably, the anti-slip layer is a silicone layer or a rubber layer.

[0014] The utility model can monitor the settlement of the radar tower in real time through the above-mentioned technical solution. The real-time monitoring can make up for the shortcomings of manual monitoring and is less affected by subjective factors. At the same time, the inclination of the radar tower can be judged by the different settlements of the static levels at multiple observation points relative to the base point, thereby playing a role in early prediction and elimination of hidden dangers. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a top view of the utility model arranged on the tower body and tower foot;

[0016] Figure 2 This is the main view of the utility model arranged on the tower body and tower foot;

[0017] Figure 3 This is the main view of the static level at the observation point connected to the tower foot through the connecting parts;

[0018] Figure 4 yes Figure 3 A top view of

[0019] Figure 5 yes Figure 3 Left view of .

[0020] In the figure, 1. tower foot, 2. static level at observation point, 3. static level at base point, 4. liquid storage tank, 5. data collector, 6. data cable, 7. ventilation pipe, 8. connecting parts, 801. clamping piece, 802. upper splint, 803. first screw, 804. lower splint, 805. second screw, 9. liquid pipe, 10. anti-slip layer. DETAILED DESCRIPTION

[0021] In order to clearly illustrate the technical features of this solution, the present invention is described in detail below through specific implementation methods and in conjunction with the accompanying drawings.

[0022] In addition, in the description of the present invention, it should be understood that the terms "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "axial", "radial", "circumferential", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0023] like Figure 1-5 As shown, a precipitation radar tower settlement monitoring mechanism includes an observation point static level 2, a base point static level 3, a liquid storage tank 4, and a data collector 5. Multiple observation point static levels 2 are provided, and the number of these levels is the same as the number of tower legs 1 on the tower body. Specifically, the number of levels is determined based on the shape of the tower body. In this application, the radar tower body mainly adopts a quadrangular tower or an octagonal tower, and each tower leg 1 has a square cross-section. Multiple observation point static levels 2 are connected to multiple tower legs 1 located below the ground via connecting components 8. Therefore, when the tower body is a quadrangular tower body, there are four observation point static levels 2 arranged in a quadrilateral; when the tower body is an octagonal tower body, there are eight observation point static levels 2 arranged in a regular octagon. The purpose of this arrangement is to determine the inclination of the tower body by the different settlements of the observation point static levels 2 connected to each tower leg 1.

[0024] The above-mentioned base point static level 3 is fixed at the reference point. The reference point here corresponds to the position of the above-mentioned observation point static level 2 and is also located below the ground and consistent with the altitude of the observation point static level 2. It is preferably centered on the tower body and has a radius of ten meters.

[0025] The liquid storage tank 4 is buried in the ground. The top of the liquid storage tank 4 is provided with a vent pipe 7 and the bottom of the liquid storage tank 4 is provided with a liquid pipe 9. The vent pipe 7 and the liquid pipe 9 are both connected to the interior of the base point static level 3 and multiple observation point static levels 2. When the tower feet 1 of the radar tower sink, it drives the observation point static level 2 thereon to sink. When the static level 2 of each observation point sinks relative to the base point static level 3, the pressure of the static level 2 of each observation point changes. The settlement data of each tower foot 1 relative to the base point can be calculated through the pressure change of the static level 2 of each observation point. If the settlement data of each tower foot 1 are the same, it means that the tower body as a whole has settled in parallel. If the settlement data of each tower foot 1 are different, it means that the tower body has tilted in a certain direction.

[0026] In this application, the above-mentioned static levels all adopt CG-78 static levels, which are small in size, high in precision, and have a large range, and can meet the requirements of use. The above-mentioned static levels are buried underground for use after being fully sealed.

[0027] The above-mentioned data collector 5 is buried below the ground. The data collector 5 is electrically connected to the base point static level 3 and multiple observation point static levels 2 through a data line 6. The data collector 5 receives data from the base point static level 3 and the observation point static level 2, and transmits the data to the background terminal device.

[0028] Furthermore, the specific structure of the above-mentioned connecting component 8 includes two clamping plates 801, and the observation point static level 2 is fixed on one of the clamping plates 801. Each clamping plate 801 is respectively provided with a first connecting hole that cooperates with each other. A first screw 803 is passed through the first connecting holes of the two clamping plates 801, and a first nut is threadedly connected to the first screw 803. The two clamping plates 801 are clamped on the tower foot 1 by tightening the first nut. When it needs to be removed from the tower foot 1, the first nut can be loosened.

[0029] Furthermore, the detachable connection method of the observation point static level 2 on the clamping piece 801 is as follows: the clamping piece 801 includes an upper clamping plate 802 and a lower clamping plate 804. The upper clamping plate 802 and the lower clamping plate 804 are respectively provided with a second connecting hole that cooperates with each other. A second screw 805 is passed through the second connecting hole. A second nut is threadedly connected to the second screw 805. By tightening the second nut, the observation point static level 2 is fixed to the clamping piece 801. This connection method facilitates the replacement of static levels and allows the replacement of different models of static levels according to actual usage requirements, thus achieving the universal purpose of the clamping piece 801.

[0030] Furthermore, in order to increase the friction between the clamping piece 801 and the tower foot 1, an anti-slip layer 10 is provided on the clamping surface of each clamping piece 801 to prevent the clamping piece 801 from sliding. The anti-slip layer 10 can be made of silicone material or rubber material.

[0031] The above specific implementation methods cannot be used as a limitation on the protection scope of the present utility model. For those skilled in the art, any replacement, improvement or transformation made to the implementation methods of the present utility model falls within the protection scope of the present utility model.

[0032] Anything not described in detail in the present invention is well known to those skilled in the art.

Claims

1. A precipitation radar tower settlement monitoring mechanism, characterized in that: include: Observation point static level, wherein the observation point static level is provided in plurality and the number of the static level is the same as the number of tower feet of the tower body, and the plurality of the static level is connected to the plurality of tower feet located below the ground through connecting components; A base point static level, which is fixed at a reference point and located below the ground; a liquid storage tank, buried in the ground, with a vent pipe at the top and a liquid pipe at the bottom, both of which are connected to the interior of the base point static level and the plurality of observation point static levels; The data collector is buried in the ground, and the data collector is electrically connected to the base point static level and the plurality of observation point static levels via data lines.

2. A precipitation radar tower settlement monitoring mechanism according to claim 1, characterized in that: The tower body is a quadrangular tower or an octagonal tower, and the cross-section of each tower foot is a square.

3. A precipitation radar tower settlement monitoring mechanism according to claim 2, characterized in that: The connecting component includes: Two clamping plates, the observation point static level is fixed on one of the clamping plates, each clamping plate is provided with a first connecting hole that cooperates with each other, a first screw is passed through the first connecting holes of the two clamping plates, and a first nut is threadedly connected to the first screw.

4. A precipitation radar tower settlement monitoring mechanism according to claim 3, characterized in that: The clamping plate connected to the observation point static level includes an upper clamping plate and a lower clamping plate. The upper clamping plate and the lower clamping plate are respectively provided with second connecting holes that cooperate with each other. A second screw is passed through the second connecting hole. A second nut is threadedly connected to the second screw. The observation point static level is fixed to the clamping plate by tightening the second nut.

5. A precipitation radar tower settlement monitoring mechanism according to claim 3 or 4, characterized in that: The clamping surface of each clamping piece is provided with an anti-slip layer.

6. A precipitation radar tower settlement monitoring mechanism according to claim 5, characterized in that: The anti-slip layer is a silicone layer or a rubber layer.

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