Signal tower body stabilizing mechanism

Abstract

This utility model discloses a signal tower stabilization mechanism, relating to the field of signal tower installation. It includes a tower body with a signal transceiver mechanism at its top and its bottom end inserted into the ground; a connector installed at the lower end of the tower body for reinforcing the fixing component; and a fixing component located below the connector and installed at the lower end of the tower body for stabilizing and reinforcing the tower body. This utility model uses the dovetail groove-slider cooperation between the connector and the fixing component to form a rigid support frame. Simultaneously, the bottom end of the support rod extends into the ground via anchor bolts, and the upper end is locked to the extension plate by a limiting nut and a Z-shaped baffle, forming a force transmission path of "tower body - fixing component - support rod - foundation". When the tower body is subjected to wind force, the dovetail structure disperses the horizontal force to the surrounding support rods, while the connecting rope in the middle of the tower body counteracts lateral displacement through diagonal tension.

Description

Technical Field

[0001] This utility model belongs to the field of signal tower installation technology, specifically, it relates to a signal tower body stabilization mechanism. Background Technology

[0002] When conducting temporary activities in remote areas, small signal towers are usually installed in the activity area to ensure the stability of signal transmission. These small signal towers are basically temporary equipment and are dismantled and removed after use.

[0003] Utility model disclosure CN218092316U discloses a small signal tower anti-tipping and stabilizing device, including a small signal tower body and a fixing component. A support component is installed on the outer surface of the fixing component to support and fix the small signal tower body. The fixing component includes two sets of semi-circular mounting plates, and mounting seats are fixedly welded to the outer surfaces of both sets of semi-circular mounting plates. The support component includes a connecting arm and a support rod. The top of the connecting arm and the support rod are equipped with fixing screws for anti-tilting, and the bottom of the support rod is threadedly connected with a support stud for fixing and height adjustment. The end of the connecting arm is fixedly installed to the mounting seat. Even on uneven ground and where deep burial is not possible, the signal tower can be supported and prevented from tipping over.

[0004] However, existing signal towers are fixed by inserting support studs into the ground, but the conical bottom of the support studs is prone to settlement on soft soil or sandy surfaces, especially in strong winds. Vibration can cause the threaded support studs and support rods to loosen, leading to a shift in the support angle. When encountering strong wind loads such as typhoons, the support frame formed by the semi-circular mounting plate and support components may tilt due to concentrated stress at a single point. Furthermore, the locking structure between the fixed shaft and the L-shaped locking strip is prone to gaps after long-term vibration, failing to effectively restrain the lateral displacement of the small signal tower body, potentially causing the tower to collapse. Therefore, this utility model is proposed. Utility Model Content

[0005] To solve the above-mentioned technical problems, the basic concept of the technical solution adopted by this utility model is as follows: The signal tower stabilization mechanism includes: The tower body has a signal transceiver mechanism at its top and its bottom end inserted into the ground. A connector, which is installed at the lower end of the tower body, is used to reinforce the fixing components; The fastener is located below the connector and is installed at the lower end of the tower body for stabilizing and reinforcing the tower body.

[0006] Preferably, four first fixing rings arranged in a circular array are fixed on the outer side of the middle part of the tower body. A connecting rope is installed on the first fixing ring through a ring buckle. Two sets of mounting holes are opened at the lower end of the tower body, each set consisting of two mounting holes arranged in a cross-shaped staggered pattern.

[0007] Preferably, the connector is located at the mounting hole at the top. The connector includes a first mounting sleeve. The upper end of the first mounting sleeve is provided with two first fixing bolts arranged in a cross pattern. The first fixing bolts and the mounting hole at the top cooperate to fix the first mounting sleeve to the tower body. Dovetail grooves are provided at the lower center of each of the four sides of the first mounting sleeve for connecting the fixing component.

[0008] Preferably, the fastener is located at the lower mounting hole. The fastener includes a second mounting sleeve. The lower end of the second mounting sleeve is provided with two second fixing bolts arranged in a cross shape. The second fixing ring and the lower mounting hole cooperate to fix the second mounting sleeve to the tower body.

[0009] Preferably, an extension plate is fixed to the upper end of each of the four sides of the second mounting sleeve. The bottom two sides of one end of the extension plate are fixed to the second mounting sleeve by reinforcing plates. An inclined support plate is fixed to the middle of the upper surface of the extension plate. A dovetail slider is fixed to the top of the support plate. The dovetail slider is adapted to the dovetail groove.

[0010] Preferably, a second fixing ring is provided on one side of the lower end of the support plate. The second fixing ring is connected to the bottom end of the connecting rope through a ring buckle. A connecting hole is opened at the end of the extension plate. A support rod is passed through the connecting hole. The bottom end of the support rod is inserted into the ground through an anchor bolt. A limit nut is connected to the outer side of the upper end of the support rod through internal and external threads. The limit nut is in contact with the lower surface of the extension plate. A Z-shaped baffle is fixed to the end of the extension plate by bolts. The baffle limits the top of the support rod. The baffle and the nut cooperate to limit the support rod on the extension plate.

[0011] Compared with the prior art, the present invention has the following advantages: This utility model uses the dovetail groove-slider cooperation of the connector and the fixing part to form a rigid support frame. At the same time, the bottom end of the support rod is anchored into the ground, and the upper end is locked to the extension plate by the limiting nut and Z-shaped baffle, forming a force transmission path of "tower body-fixing part-support rod-foundation". When the tower body is subjected to wind force, the dovetail structure disperses the horizontal force to the surrounding support rods, while the connecting rope in the middle of the tower body offsets the lateral displacement through the diagonal tension. In strong wind environment, the elastic deformation of the connecting rope can absorb part of the impact energy. The underground anchor point of the support rod buffers the horizontal force through the elasticity of the soil, avoiding violent shaking of the tower body, so that the stabilizing mechanism can still maintain stability in complex terrains such as soft soil and slopes.

[0012] The connectors and fasteners of this utility model are quickly locked to the tower body through the first fixing bolt and the second fixing bolt, respectively. Installation can be completed without additional tools. During disassembly, simply loosening the bolts is sufficient to separate the connectors and fasteners from the tower body. The dovetail slider and the sliding groove design avoids the problem of parts getting stuck. Each part can be disassembled and stored independently, and the transport volume is small, making it suitable for frequent relocation. In addition, the reinforcing plate is welded between the extension plate and the second mounting sleeve, which enhances the structural bending resistance and ensures that the connection strength is maintained after multiple disassemblies and reassemblies.

[0013] The specific embodiments of this utility model will be described in further detail below with reference to the accompanying drawings. Attached Figure Description

[0014] In the attached diagram: Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a bottom view of the overall structure of this utility model; Figure 3 This is a schematic diagram of the tower structure of this utility model.

[0015] Figure 4 This is a schematic diagram of the connector structure of this utility model.

[0016] Figure 5 This is a schematic diagram of the fastener structure of this utility model.

[0017] In the diagram: Tower body 1, first fixing ring 11, connecting rope 12, mounting hole 13, connector 2, first mounting sleeve 21, first fixing bolt 22, dovetail slide 23, fixing component 3, second mounting sleeve 31, second fixing bolt 32, extension plate 33, reinforcing plate 34, support plate 35, dovetail slider 36, second fixing ring 37, connecting hole 38, support rod 39, limit nut 310, baffle 311. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions in the embodiments will be clearly and completely described below with reference to the accompanying drawings. The following embodiments are used to illustrate this utility model.

[0019] like Figures 1 to 5As shown, the signal tower's stabilizing mechanism includes a tower body 1, a connector 2, and a fixing component 3. A signal transceiver mechanism is installed at the top of the tower body 1. The bottom of the tower body 1 is inserted into the ground. Four first fixing rings 11 arranged in a circular array are fixed on the outer side of the middle part of the tower body 1. A connecting rope 12 is installed on the first fixing ring 11 through a ring buckle. When strong winds act on the tower body 1, the elastic deformation of the connecting rope 12 absorbs part of the impact energy. Two sets of mounting holes 13 are opened at the lower end of the tower body 1. Each set consists of two mounting holes 13 arranged in a cross-shaped staggered pattern.

[0020] Specifically, the connector 2 is installed at the lower end of the tower body 1 to reinforce the fixing member 3. The connector 2 is located at the mounting hole 13 located above. The connector 2 includes a first mounting sleeve 21. The upper end of the first mounting sleeve 21 is provided with two first fixing bolts 22 arranged in a cross pattern. The first fixing bolts 22 and the upper mounting hole 13 cooperate to fix the first mounting sleeve 21 to the tower body 1. The lower middle part of the four sides of the first mounting sleeve 21 is provided with dovetail grooves 23 for connecting the fixing member 3.

[0021] More specifically, the fixing member 3 is located below the connecting member 2 and is installed at the lower end of the tower body 1 to stabilize and reinforce the tower body 1. The fixing member 3 is located at the lower mounting hole 13 and includes a second mounting sleeve 31. The lower end of the second mounting sleeve 31 is provided with two second fixing bolts 32 arranged in a cross pattern. The second fixing bolts 32 and the lower mounting hole 13 cooperate to fix the second mounting sleeve 31 to the tower body 1. Extension plates 33 are fixed to the upper ends of all four sides of the second mounting sleeve 31. The bottom two sides of one end of the extension plate 33 are fixed to the second mounting sleeve 31 by reinforcing plates 34. An inclined support plate 35 is fixed to the middle of the upper surface of the extension plate 33. A dovetail slider 36 is fixed to the top of the support plate 35. The dovetail slider 36 and the dovetail groove are connected. The support plate 35 is equipped with a second fixing ring 37 on one side of its lower end. The second fixing ring 37 is connected to the bottom end of the connecting rope 12 by a ring buckle. The end of the extension plate 33 is provided with a connecting hole 38. A support rod 39 is connected through the connecting hole 38. The bottom end of the support rod 39 is inserted into the ground by an anchor bolt. The upper end of the support rod 39 is connected to a limit nut 310 by internal and external threads. The limit nut 310 fits against the lower surface of the extension plate 33. The end of the extension plate 33 is fixed with a Z-shaped baffle 311 by bolts. The baffle 311 limits the top of the support rod 39. The baffle 311 and the nut cooperate to limit the support rod 39 on the extension plate 33. The underground anchor point of the support rod 39 buffers the horizontal force through the elastic deformation of the soil to prevent the tower body 1 from shaking violently.

[0022] The bottom of the tower body 1 is directly inserted into the ground, utilizing soil friction for foundation support. Two sets of mounting holes 13 at the lower end of the tower body 1 respectively fix the connector 2 and the fixing member 3. These are connected by bolts to the first fixing bolt 22 and the second fixing bolt 32, locking the connector 2 and fixing member 3 to the outside of the tower body 1, forming a rigid support frame. The first mounting sleeve 21 of the connector 2 engages with the dovetail slider 36 at the top of the support plate 35 of the fixing member 3 via a dovetail groove 23, forming a rigid connection. When the tower body 1 is subjected to lateral loads such as wind, the dovetail structure transmits the horizontal force to the fixing member 3, which is then distributed to the support rod 39 via the extension plate 33, preventing deformation due to single-point stress. A reinforcing plate 34 is welded between the extension plate 33 and the second mounting sleeve 31, enhancing the bending resistance of the extension plate 33. The first fixing ring 11 in the middle of the tower body 1 is connected to the second fixing ring 37 of the fixing member 3 via a connecting rope 12, forming a diagonal tension structure. When the tower body 1 tilts to one side, the tension of the connecting rope 12 on the opposite side increases sharply, offsetting the lateral displacement through diagonal tension. The bottom end of the support rod 39 extends 1-2m into the ground through an anchor bolt, and the upper end passes through the connection hole 38 of the extension plate 33. It is then locked by the limit nut 310 and the Z-shaped baffle 311, which transfers the load of the tower body 1 to the ground, forming a force transmission path of "tower body 1-fixed component 3-support rod 39-foundation".

[0023] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A signal tower stabilizing mechanism, characterized in that, include: The tower body has a signal transceiver mechanism at its top and its bottom end inserted into the ground. A connector, which is installed at the lower end of the tower body, is used to reinforce the fixing components; The fastener is located below the connector and installed at the lower end of the tower body for stabilizing and reinforcing the tower body.

2. The signal tower body stabilizing mechanism according to claim 1, characterized in that, Four first fixing rings arranged in a circular array are fixed on the outer side of the middle part of the tower body. Connecting ropes are installed on the first fixing rings through ring buckles. Two sets of mounting holes are opened at the lower end of the tower body, each set consisting of two mounting holes arranged in a cross-shaped staggered pattern.

3. The signal tower body stabilizing mechanism according to claim 1, characterized in that, The connector is located at the mounting hole at the top. The connector includes a first mounting sleeve. The upper end of the first mounting sleeve is provided with two first fixing bolts arranged in a cross pattern. The first fixing bolts and the mounting hole at the top cooperate to fix the first mounting sleeve to the tower body. Dovetail grooves are provided at the lower center of each of the four sides of the first mounting sleeve for connecting the fixing component.

4. The signal tower body stabilizing mechanism according to claim 1, characterized in that, The fastener is located at the lower mounting hole. The fastener includes a second mounting sleeve. The lower end of the second mounting sleeve is provided with two second fixing bolts arranged in a cross shape. The second fixing ring and the lower mounting hole cooperate to fix the second mounting sleeve to the tower body.

5. The signal tower body stabilizing mechanism according to claim 4, characterized in that, The upper ends of all four sides of the second mounting sleeve are fixed with extension plates. The bottom two sides of one end of the extension plate are fixed to the second mounting sleeve by reinforcing plates. An inclined support plate is fixed in the middle of the upper surface of the extension plate. A dovetail slider is fixed on the top of the support plate. The dovetail slider is adapted to the dovetail groove.

6. The signal tower body stabilizing mechanism according to claim 5, characterized in that, A second fixing ring is provided on one side of the lower end of the support plate. The second fixing ring is connected to the bottom end of the connecting rope through a ring buckle. A connecting hole is opened at the end of the extension plate. A support rod is passed through the connecting hole. The bottom end of the support rod is inserted into the ground through an anchor bolt. A limit nut is connected to the outer side of the upper end of the support rod through internal and external threads. The limit nut is in contact with the lower surface of the extension plate. A Z-shaped baffle is fixed to the end of the extension plate by bolts. The baffle limits the top of the support rod. The baffle and the nut cooperate to limit the support rod on the extension plate.

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