Communication iron tower reinforcing structure

Abstract

The utility model discloses a communication iron tower reinforcing structure, and relates to the technical field of iron tower reinforcing, the communication iron tower reinforcing structure comprises a base plate, connecting blocks are symmetrically arranged on the upper surface of the base plate, the upper surfaces of the connecting blocks are connected with steel ropes, the other ends of the steel ropes are connected to a communication iron tower, and the connecting blocks are arranged on the base plate. A fixing assembly is arranged on the lower surface of the base plate, a damping plate is fixedly arranged in the center of the upper surface of the base plate, supporting rods are symmetrically arranged on the upper surface of the damping plate, the upper ends of the supporting rods are fixedly connected to the lower surface of a supporting frame, a frame is fixedly arranged in the supporting frame, and a limiting assembly is arranged on the frame. Through cooperation of the fixing assembly, the limiting assembly and the pushing assembly, the communication iron tower can be conveniently limited, stability and reliability are achieved, and practicability is high.

Description

Technical Field

[0001] The utility model relates to the technical field of iron tower reinforcement, in particular to a communication iron tower reinforcement structure. Background Art

[0002] The communication tower is a kind of signal transmission tower. The communication tower is composed of steel components such as the tower body, platform, lightning rod, ladder, antenna support, etc., and is treated with hot-dip galvanizing for corrosion protection. It is mainly used for the transmission and transmission of microwave and ultra-short wave wireless network signals. In order to ensure the normal operation of the wireless communication system, the communication antenna is generally placed at the highest point to increase the service radius. The communication tower is used to increase the service radius of the communication or television transmission signal to achieve an ideal professional communication effect. For example, a communication tower reinforcement device is recorded in the patent with patent announcement number CN219793979U, in which the scheme recorded is: digging a foundation pit adapted to the base plate, the base plate is set on the foundation pit, the buried component is located in the foundation pit, and then concrete is poured into the foundation pit. After the concrete solidifies, the communication tower is built on the shock-absorbing plate. After the communication tower is built, it is restricted by the restriction component to achieve the reinforcement of the communication tower and ensure its safe and stable operation and use; the existing problem is that the fastening nut in the restriction component rusts and loses the ability to tighten, so that the restriction component cannot play a restrictive role.

[0003] Based on this, a communication tower reinforcement structure is now provided to eliminate the drawbacks of the existing structure. Utility Model Content

[0004] The utility model aims to provide a communication tower reinforcement structure to solve the problem in the prior art that the fastening nut in the limiting assembly rusts and loses the fastening ability, so that the limiting assembly cannot play a limiting role.

[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0006] A communication tower reinforcement structure includes a base plate, the upper surface of the base plate is symmetrically provided with connection blocks, the upper surface of the connection blocks is connected to a steel cable, the other end of the steel cable is connected to the communication tower, the lower surface of the base plate is provided with a fixing component, a shock-absorbing plate is fixedly provided at the center position of the upper surface of the base plate, the upper surface of the shock-absorbing plate is symmetrically provided with support rods, the upper ends of the support rods are fixedly connected to the lower surface of a support frame, a frame is fixedly provided in the support frame, and a limiting component is provided on the frame.

[0007] On the basis of the above technical solutions, the present invention also provides the following optional technical solutions:

[0008] In an optional solution: the fixing assembly includes a fixing block, which is fixedly arranged at the center position of the lower surface of the substrate, and the side of the fixing block is evenly distributed with perforations, and the lower surface of the substrate is symmetrically provided with ground-inserting rods, and the side of the ground-inserting rods is provided with transverse spike cones in a circular array, and the transverse spike cones and the fixing block play an anchoring role.

[0009] In an optional scheme: the limiting component includes a cylinder, which is arranged on one side of the lower surface of the first connecting tube, and a second connecting tube is arranged at the opening of the upper surface of the cylinder, and the other end of the second connecting tube is fixedly connected to the side of the first connecting tube, and the two ends of the first connecting tube extend into the shell through the through holes, and the through holes are symmetrically arranged on both sides of the shell, and the four shells are symmetrically arranged on the outer surface of the frame, and a pushing component is arranged on the inner side of the shell.

[0010] In an optional solution: the pushing assembly includes a sleeve, which is symmetrically arranged on the inner side of the shell, the sleeve is connected to the inside of the shell, the sleeve is fixedly arranged in the outer wall of the frame, a push rod is slidably arranged in the sleeve, and the other end of the push rod is fixedly connected to the side of the limit plate.

[0011] In an optional solution: injection ports are symmetrically arranged on both sides of the upper surface of the substrate.

[0012] In an optional solution: the outer wall surface of the frame is a slope.

[0013] In an optional solution: the linear array of transverse spike cones is arranged on the side of the ground-inserting rod.

[0014] In an optional solution: a support column is fixedly provided on the lower surface of the cylinder, and the lower end of the support column is fixedly provided on the upper surface of the shock absorbing plate.

[0015] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0016] The utility model digs a foundation pit matched with a base plate through the cooperation of a fixing component, a limiting component and a pushing component, sets the base plate on the foundation pit, makes the fixing component located in the foundation pit, pours concrete into the foundation pit through a pouring port, fills the foundation pit with concrete, builds a communication iron tower on the shock absorbing plate after the concrete solidifies, and after the communication iron tower is built, starts the cylinder, and the airflow enters the first connecting pipe through the second connecting pipe, and then enters the shell through the first connecting pipe, and enters the other shell from the first connecting pipe on the other side of the shell, and the airflow enters the sleeve on the side of the shell and pushes the push rod, so that the push rod slides outward in the sleeve, and pushes the limit plate to limit the communication iron tower, thereby facilitating the limitation of the communication iron tower, and the utility model is stable, reliable and practical. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a structural schematic diagram of one side of the utility model.

[0018] Figure 2 It is a structural schematic diagram of the other side of the utility model.

[0019] Figure 3 It is a schematic diagram of the cross-sectional structure of one side of the utility model.

[0020] Figure 4 It is a schematic diagram of the cross-sectional structure of the other side of the utility model.

[0021] Notes on the accompanying drawings: 101, base plate; 102, connecting block; 103, steel cable; 104, filling port; 105, shock absorbing plate; 106, support rod; 107, support frame; 108, frame; 200, reinforcement assembly; 201, ground rod; 202, horizontal spike cone; 203, fixing block; 204, perforation; 300, limiting assembly; 301, cylinder; 302, first connecting pipe; 303, shell; 304, sleeve; 305, push rod; 306, limit plate; 307, through hole; 308, support column; 309, second connecting pipe. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] In one embodiment, Figure 1-Figure 4 As shown, a communication tower reinforcement structure includes a base plate 101, a connecting block 102 is symmetrically arranged on the upper surface of the base plate 101, a steel cable 103 is connected to the upper surface of the connecting block 102, and the other end of the steel cable 103 is connected to the communication tower, and pouring ports 104 are symmetrically arranged on both sides of the upper surface of the base plate 101 to facilitate pouring concrete into the foundation pit, a fixing component 200 is arranged on the lower surface of the base plate 101, a shock-absorbing plate 105 is fixedly arranged at the center position of the upper surface of the base plate 101, and the shock-absorbing plate 105 is used to reduce the influence of ground vibration on the communication tower, and support rods 106 are symmetrically arranged on the upper surface of the shock-absorbing plate 105, and the upper end of the support rod 106 is fixedly connected to the lower surface of the support frame 107, and a frame 108 is fixedly arranged in the support frame 107, and the outer wall surface of the frame 108 is an inclined surface, and a limiting component 300 is arranged on the frame 108.

[0024] In this embodiment, a foundation pit compatible with the substrate 101 is excavated, the substrate 101 is set on the foundation pit, the fixing component 200 is located in the foundation pit, concrete is poured into the foundation pit through the pouring port 104, the foundation pit is filled with concrete, and after the concrete solidifies, a communication tower is built on the shock-absorbing plate 105, and the communication tower is reinforced by the steel cable 103.

[0025] In one embodiment, Figure 2 As shown, the fixing assembly 200 includes a fixing block 203, which is fixedly arranged at the center position of the lower surface of the substrate 101, and the side of the fixing block 203 is evenly distributed with perforations 204, and the lower surface of the substrate 101 is symmetrically arranged with ground rods 201, and the side of the ground rods 201 is circularly arranged with transverse spike cones 202, and the transverse spike cones 202 are linearly arranged on the side of the ground rods 201.

[0026] In this embodiment, after the foundation pit is fully filled with concrete, the through holes 204 on the fixing block 203 are filled with concrete, and the transverse spike cones 202 and the fixing block 203 play an anchoring role.

[0027] In one embodiment, Figure 3 and Figure 4 As shown, the limiting assembly 300 includes a cylinder 301, which is arranged on one side of the lower surface of the first connecting pipe 302. A support column 308 is fixedly arranged on the lower surface of the cylinder 301. The lower end of the support column 308 is fixedly arranged on the upper surface of the shock absorbing plate 105. The function of the support column 308 is to improve the stability of the cylinder 301. A second connecting pipe 309 is arranged at the opening of the upper surface of the cylinder 301. The other end of the second connecting pipe 309 is fixedly connected to the side of the first connecting pipe 302. The two ends of the first connecting pipe 302 extend into the housing 303 through the through hole 307. The through hole 307 is for The shell 303 is symmetrically arranged on both sides of the shell 303, and the four shells 303 are symmetrically arranged on the outer surface of the frame 108. A pushing assembly is arranged on the inner side of the shell 303, and the pushing assembly includes a sleeve 304. The sleeve 304 is symmetrically arranged on the inner side of the shell 303. The sleeve 304 is connected to the inside of the shell 303, and the sleeve 304 is fixedly arranged in the outer wall of the frame 108. A push rod 305 is slidably arranged in the sleeve 304, and the other end of the push rod 305 is fixedly connected to the side of the limit plate 306, and the side of the limit plate 306 is parallel to the side of the outer wall of the frame 108 close to the limit plate 306.

[0028] In this embodiment, after the communication tower is built, the cylinder 301 is started, and the airflow in the cylinder 301 enters the first connecting pipe 302 through the second connecting pipe 309, and then enters the shell 303 through the first connecting pipe 302. The airflow enters the other shell 303 through the first connecting pipe 302 on the other side of the shell 303, and the airflow enters the sleeve 304 on the side of the shell 303 and pushes the push rod 305, so that the push rod 305 slides outward in the sleeve 304, and the push rod 305 pushes the limiting plate 306, so that the side of the limiting plate 306 contacts the communication tower, thereby limiting the communication tower.

[0029] The above embodiment discloses a communication tower reinforcement structure, wherein a foundation pit adapted to the base plate 101 is excavated, the base plate 101 is arranged on the foundation pit, the fixing assembly 200 on the lower surface of the base plate 101 is located in the foundation pit, concrete is poured into the foundation pit through the pouring port 104, after the concrete fills the foundation pit, the perforation 204 on the fixing block 203 is filled with concrete, the transverse spike cone 202 and the fixing block 203 play an anchoring role, after the concrete solidifies, a communication tower is built on the shock absorbing plate 105, and the communication tower is reinforced by the steel cable 103. After the communication tower is built, the cylinder 301 is started, and the cylinder 302 is pressed. The airflow in 01 enters the first connecting pipe 302 through the second connecting pipe 309, and then enters the shell 303 through the first connecting pipe 302. The airflow enters the other shell 303 through the first connecting pipe 302 on the other side of the shell 303. The airflow enters the sleeve 304 on the side of the shell 303 and pushes the push rod 305, so that the push rod 305 slides outward in the sleeve 304. The push rod 305 pushes the limiting plate 306, so that the side of the limiting plate 306 contacts the communication tower, thereby limiting the communication tower. This structure achieves the purpose of facilitating the limitation of the communication tower and being more stable and reliable.

[0030] The above is only a specific implementation of the present disclosure, but the protection scope of the present disclosure is not limited thereto. Any person skilled in the art who is familiar with the technical field can easily think of changes or substitutions within the technical scope disclosed in the present disclosure, which should be included in the protection scope of the present disclosure. Therefore, the protection scope of the present disclosure should be based on the protection scope of the claims.

Claims

1. A communication tower reinforcement structure, comprising a base plate (101), a connection block (102) symmetrically arranged on the upper surface of the base plate (101), a steel cable (103) connected to the upper surface of the connection block (102), and the other end of the steel cable (103) connected to the communication tower, characterized in that: A fixing assembly (200) is arranged on the lower surface of the base plate (101), a shock absorbing plate (105) is fixedly arranged at the center position of the upper surface of the base plate (101), support rods (106) are symmetrically arranged on the upper surface of the shock absorbing plate (105), the upper ends of the support rods (106) are fixedly connected to the lower surface of a support frame (107), a frame (108) is fixedly arranged in the support frame (107), and a limiting assembly (300) is arranged on the frame (108).

2. A communication tower reinforcement structure according to claim 1, characterized in that: The fixing assembly (200) comprises a fixing block (203), the fixing block (203) being fixedly arranged at the center position of the lower surface of the base plate (101), the side surface of the fixing block (203) being evenly distributed with perforations (204), the lower surface of the base plate (101) being symmetrically arranged with ground-inserting rods (201), and the side surfaces of the ground-inserting rods (201) being circularly arranged with transverse spike cones (202).

3. A communication tower reinforcement structure according to claim 1, characterized in that: The limiting component (300) includes a cylinder (301), which is arranged on one side of the lower surface of the first connecting tube (302); a second connecting tube (309) is arranged at the opening of the upper surface of the cylinder (301); the other end of the second connecting tube (309) is fixedly connected to the side of the first connecting tube (302); both ends of the first connecting tube (302) pass through the through hole (307) and extend into the shell (303); the through hole (307) is symmetrically arranged on both sides of the shell (303); four shells (303) are symmetrically arranged on the outer surface of the frame (108); and a pushing component is arranged on the inner side of the shell (303).

4. A communication tower reinforcement structure according to claim 3, characterized in that: The pushing assembly includes a sleeve (304), the sleeve (304) is symmetrically arranged on the inner side of the shell (303), the sleeve (304) is connected to the inside of the shell (303), the sleeve (304) is fixedly arranged in the outer wall of the frame (108), a push rod (305) is slidably arranged in the sleeve (304), and the other end of the push rod (305) is fixedly connected to the side of the limiting plate (306).

5. A communication tower reinforcement structure according to claim 1, characterized in that: Filling ports (104) are symmetrically arranged on both sides of the upper surface of the substrate (101).

6. A communication tower reinforcement structure according to claim 1, characterized in that: The outer wall surface of the frame (108) is an inclined surface.

7. A communication tower reinforcement structure according to claim 2, characterized in that: The transverse spike cones (202) are arranged in a linear array on the side of the ground-inserting rod (201).

8. A communication tower reinforcement structure according to claim 3, characterized in that: A support column (308) is fixedly disposed on the lower surface of the cylinder (301), and the lower end of the support column (308) is fixedly disposed on the upper surface of the shock absorbing plate (105).

Images