Reinforcement device for single-pipe communication tower and single-pipe communication device

Abstract

The present invention discloses a reinforcement device for a single-pole communication tower, which includes a reinforcement bearing platform and a reinforcement bracket. The reinforcement bracket is arranged on the reinforcement bearing platform, and an installation channel for the single-pole communication tower to pass through is formed between the reinforcement bearing platform and the reinforcement bracket, so that the reinforcement bearing platform and the reinforcement bracket can be installed on the single-pole communication tower to improve the bearing capacity of the single-pole communication tower. The present invention also discloses a single-pole communication device, which includes a single-pole communication tower and the above-mentioned reinforcement device for the single-pole communication tower. The single-pole communication tower passes through the installation channel. The single-pole communication tower includes a pile foundation and a tower body. The tower body is arranged on the pile foundation. The reinforcement brackets are arranged around the circumferential direction of the tower body. The pile foundation and the reinforcement bearing platform are fixedly connected by pouring concrete to jointly bear the loads of the tower body and the reinforcement brackets. The present invention can reinforce the original communication tower to improve its bearing and safety stability.

Description

Technical Field

[0001] The present invention relates to communication equipment, and in particular to a reinforcement device for a single-pipe communication tower and a single-pipe communication device. Background Art

[0002] With the advent of the 5G era, a large number of communication base station resources are required. Single-pipe communication towers are the main force supporting 5G communication base stations. The high-frequency and short-distance transmission characteristics of 5G communication determine that it needs to build a denser honeycomb-shaped communication base station to support its transmission requirements. The base station transmission architecture generally forms a signal-intensive coverage required for communication according to a radial model of macro base stations + micro base stations, that is, a large number of micro base stations are built around a macro base station. Among them, the construction of macro base stations is a high-cost construction project, and at the same time, two key difficulties will be encountered during the construction process:

[0003] One is the difficulty in site selection. With the construction of a large number of communication base stations, many residents are worried that the radiation of communication base stations will affect their physical health. In order to avoid trouble during installation, some communication base stations are secretly installed on the rooftops of residents, which leads to more contradictions and is difficult to implement.

[0004] The other is that the construction period of newly built base stations is long. Building a new base station from project establishment to commissioning is a systematic project, with a cycle of 3 to 12 months or longer, and is also restricted by many other factors, which conflicts with the urgent construction needs of 5G.

[0005] To solve the problem of the demand for base stations for communication coverage, one solution is to add a communication antenna platform on the basis of existing stock iron towers. However, since the original communication tower was designed according to the initial load parameters, the newly added load will cause the bearing capacity of the original communication tower to decline or become insufficient, resulting in safety problems. Summary of the Invention

[0006] In order to overcome the deficiencies of the prior art, one of the purposes of the present invention is to provide a reinforcement device for a single-pipe communication tower, which can reinforce the original communication tower to improve its bearing and safety stability.

[0007] Another purpose of the present invention is to provide a single-pipe communication device.

[0008] One of the purposes of the present invention is achieved by adopting the following technical solutions:

[0009] The reinforcement device for a single-pipe communication tower includes a reinforcement bearing platform and a reinforcement bracket. The reinforcement bracket is arranged on the reinforcement bearing platform, and an installation channel for the single-pipe communication tower to pass through is formed between the reinforcement bearing platform and the reinforcement bracket, so that the reinforcement bearing platform and the reinforcement bracket can be installed on the single-pipe communication tower to improve the bearing capacity of the single-pipe communication tower.

[0010] Further, the reinforcement bracket includes a bracket main body and a hoop assembly. The bracket main body can be arranged around the circumferential direction of the single-tube communication tower. The bracket main body can be connected to the single-tube communication tower through the hoop assembly. One end of the bracket main body is installed on the reinforcement platform.

[0011] Further, the bracket main body includes a plurality of reinforcement units. The plurality of reinforcement units can be arranged around the circumferential direction of the single-tube communication tower. The reinforcement unit can be connected to the single-tube communication tower through the hoop assembly. One end of the reinforcement unit is installed on the reinforcement platform.

[0012] Further, the reinforcement units can be evenly spaced around the circumferential direction of the single-tube communication tower.

[0013] Further, the reinforcement unit includes a support pipe and a reinforcement pipe. The support pipe can be inclined relative to the single-tube communication tower. The reinforcement pipe can be arranged along the axial direction of the single-tube communication tower. One end of the support pipe is installed on the reinforcement platform. The other end of the support pipe is connected to the reinforcement pipe. The reinforcement pipe can be connected to the support pipe and the reinforcement pipe can be connected to the single-tube communication tower through the hoop assembly respectively.

[0014] Further, the reinforcement unit further includes a foundation support seat and a pipe support seat. The two ends of the support pipe are respectively hinged to the foundation support seat and the pipe support seat. Anchor bolts are fixedly connected to the reinforcement platform by pouring concrete. The foundation support seat is fixed on the reinforcement platform through the anchor bolts. The pipe support seat is connected to the hoop assembly.

[0015] Further, the hoop assembly includes a plurality of hoop plates. The plurality of hoop plates are connected end to end to form an encapsulation ring structure for fixing on the single-tube communication tower and providing a support function for the bracket main body. The hoop plates are respectively connected to the pipe support seat and the reinforcement pipe.

[0016] Further, the hoop assembly further includes a connecting flange and a connecting pipe. Two connecting flanges are provided on each hoop plate. The two ends of the connecting pipe are respectively connected to the two connecting flanges. The two connecting flanges are respectively connected to the reinforcement pipe and the pipe support seat.

[0017] Further, the hoop assembly further includes connecting bolts. Any two adjacent hoop plates are connected through the connecting bolts.

[0018] The second object of the present invention is achieved by adopting the following technical solutions:

[0019] The single-pipe communication device includes a single-pipe communication tower and the above-mentioned reinforcement device for the single-pipe communication tower. The single-pipe communication tower passes through the installation channel. The single-pipe communication tower includes a pile foundation and a tower body. The tower body is arranged on the pile foundation. The reinforcement brackets are arranged around the circumference of the tower body. The pile foundation and the reinforcement bearing platform are fixedly connected by pouring concrete to jointly bear the loads of the tower body and the reinforcement brackets.

[0020] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0021] A layer of tower frame exoskeleton is installed on the outer side of the original communication tower, that is, a reinforcement bracket is arranged along the circumferential direction on the outer side of the single-pipe communication tower. The reinforcement bracket is rigidly connected to the original communication tower, enhancing the bearing capacity and safety stability of the original communication tower. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a schematic structural diagram of the single-pipe communication device in the present invention;

[0023] Figure 2 It is a schematic structural diagram of the reinforcement device for the single-pipe communication tower in the present invention;

[0024] Figure 3 It is a schematic structural diagram of the single-pipe communication tower in the present invention;

[0025] Figure 4 For Figure 1 Partial structural schematic diagram;

[0026] Figure 5 For Figure 4 Enlarged structural schematic diagram of A in

[0027] Figure 6 For Figure 4 Enlarged structural schematic diagram of B in

[0028] Figure 7 It is a schematic structural diagram of the support pipe in the present invention;

[0029] Figure 8 It is a schematic structural diagram of the foundation support base in the present invention;

[0030] Figure 9 It is a schematic structural diagram of the pipe support base in the present invention;

[0031] Figure 10 It is a schematic structural diagram of the reinforcement pipe in the present invention;

[0032] Figure 11 It is a schematic structural diagram of the hoop assembly in the present invention;

[0033] Figure 12 It is a schematic structural diagram of the reinforcement bearing platform in the present invention;

[0034] In the figure: 100, reinforced bearing platform; 101, installation through hole; 102, anchor bolt; 200, reinforcement bracket; 201, support pipe; 202, reinforcement pipe; 203, hoop plate; 204, connecting flange; 205, connecting pipe; 206, connecting bolt; 207, foundation flange; 208, foundation connecting ear plate; 209, pipe flange; 210, pipe connecting ear plate; 211, end flange; 212, pipe end sealing plate; 213, hinge ear plate; 300, single-pipe communication tower; 301, pile foundation; 302, tower body. Specific implementation mode

[0035] Next, in combination with the accompanying drawings and specific implementation modes, the present invention will be further described. It should be noted that, on the premise of no conflict, the following described embodiments or technical features can be arbitrarily combined to form new embodiments.

[0036] As Figure 1-12 shown in the single-pipe communication device, it includes a single-pipe communication tower 300 and a reinforcement device for the single-pipe communication tower 300.

[0037] Among them, the reinforcement device for the single-pipe communication tower 300 includes a reinforced bearing platform 100 and a reinforcement bracket 200. The reinforcement bracket 200 is arranged on the reinforced bearing platform 100. An installation channel for the single-pipe communication tower 300 to pass through is formed between the reinforced bearing platform 100 and the reinforcement bracket 200, so that the reinforced bearing platform 100 and the reinforcement bracket 200 can be installed on the single-pipe communication tower 300 to improve the bearing capacity of the single-pipe communication tower 300.

[0038] Specifically, the single-pipe communication tower 300 passes through the installation channel. The single-pipe communication tower 300 in this embodiment includes a pile foundation 301 and a tower body 302. The tower body 302 is arranged on the pile foundation 301. An installation through hole 101 is opened on the reinforced bearing platform 100. The installation through hole 101 is located in the installation channel, so that the pile foundation 301 is installed in the installation through hole 101. The reinforcement bracket 200 is arranged around the circumference of the tower body 302. The pile foundation 301 and the reinforced bearing platform 100 are fixedly connected by pouring concrete to jointly bear the loads of the tower body 302 and the reinforcement bracket 200. In specific implementation, the pile foundation 301 and the tower body 302 can be integrally formed or connected by rigid connection, such as bolt connection, etc.

[0039] As a preferred implementation mode in this embodiment, the reinforcement bracket 200 includes a bracket main body and a hoop assembly. The bracket main body is arranged around the circumference of the tower body 302. The bracket main body is connected to the tower body 302 through the hoop assembly. One end of the bracket main body is installed on the reinforced bearing platform 100.

[0040] It should be noted that the support main body includes a number of reinforcement units. The number of reinforcement units is arranged circumferentially around the tower body 302. The reinforcement units are connected to the tower body 302 through hoop assemblies. One end of the reinforcement unit is installed on the reinforcement platform 100. Specifically, one end of the reinforcement unit is installed on the reinforcement platform 100 by means of hinge connection. Of course, it can also be installed on the reinforcement platform 100 by means of rigid connection or other methods.

[0041] As a preferred embodiment, the reinforcement units are equidistantly spaced from each other circumferentially around the tower body 302.

[0042] As a preferred embodiment, the reinforcement unit includes a support pipe 201 and a reinforcement pipe 202. The support pipe 201 is inclined relative to the tower body 302. The reinforcement pipe 202 is arranged along the axial direction of the tower body 302. One end of the support pipe 201 is installed on the reinforcement platform 100. The other end of the support pipe 201 is connected to the reinforcement pipe 202. The reinforcement pipe 202 is connected to the support pipe 201 through a hoop assembly to the tower body 302.

[0043] In addition, the reinforcement unit further includes a foundation support seat and a pipe support seat. Both ends of the support pipe 201 are respectively hinged to the foundation support seat and the pipe support seat. Anchor bolts 102 are fixedly connected to the reinforcement platform 100 by pouring concrete. The foundation support seat is fixed on the reinforcement platform 100 through the anchor bolts 102. The pipe support seat is connected to the hoop assembly.

[0044] In other words, the reinforcement platform 100 and the anchor bolts 102 are fixedly connected by pouring concrete. The installation through-hole 101 part in the middle of the reinforcement platform 100 and the outer circumference of the pile foundation 301 are connected into a whole through the poured concrete, and jointly bear the loads of the tower body 302 and the reinforcement support 200 above it.

[0045] It should be noted that both ends of the support pipe 201 are respectively connected to the foundation support seat and the pipe support seat by means of hinge connection, which is beneficial to improving the convenience and versatility of the installation of the bottom structure of the reinforcement support 200, and making the overall structure of the reinforcement support 200 more reliable.

[0046] As a preferred embodiment, the foundation support seat includes a foundation flange 207 and a foundation connection ear plate 208. The foundation connection ear plate 208 is fixed on the foundation flange 207. The pipe support seat includes a pipe flange 209 and a pipe connection ear plate 210. The pipe connection ear plate 210 is fixed on the pipe flange 209. The foundation flange 207 and the pipe flange 209 are respectively hinged to the reinforcement platform 100 and the hoop assembly.

[0047] More specifically, connection parts are respectively provided at both ends of the support pipe 201. The connection part includes a pipe end sealing plate 212 and a hinged ear plate 213. The hinged ear plate 213 is arranged on the pipe end sealing plate 212, and the pipe end sealing plate 212 is fixedly connected to the end of the support pipe 201. Thus, the hinged ear plates 213 provided at both ends of the support pipe 201 can be respectively connected to the pipe connection ear plate 210 and the foundation connection ear plate 208 in a hinged manner.

[0048] It should be emphasized that the hoop assembly includes multiple hoop plates 203. The multiple hoop plates 203 are arranged in the circumferential direction around the tower body 302, and the hoop plates 203 are connected end to end to form a packaging ring structure to be fixed on the tower body 302 and provide a supporting effect on the bracket main body. The hoop plates 203 are respectively connected to the pipe support seat and the reinforcing pipe 202.

[0049] It is worth mentioning that the hoop assembly further includes a connecting flange 204 and a connecting pipe 205. Two connecting flanges 204 are respectively provided on the outer side surface of each hoop plate 203. The two ends of the connecting pipe 205 are respectively connected to these two connecting flanges 204, and these two connecting flanges 204 are respectively connected to the pipe flange 209 on the reinforcing pipe 202 and the pipe support seat.

[0050] Specifically, the above two connecting flanges 204 are respectively fixed on the upper and lower sides of the outer side surface of each hoop plate 203. An end flange 211 is provided at the end of the reinforcing pipe 202. Thus, the reinforcing pipe 202 is connected to the connecting flange 204 located on the upper side of the hoop plate 203 through its end flange 211, and the support pipe 201 is connected to the connecting flange 204 located on the lower side of the hoop plate 203 through the pipe support seat.

[0051] In this embodiment, the reinforcement unit may include a support pipe 201 and two or more reinforcement pipes 202. The support pipe 201 is arranged obliquely relative to the tower body 302, and the reinforcement pipes 202 are arranged along the axial direction of the tower body 302. One end of the support pipe 201 is installed on the reinforcement bearing platform 100, the other end of the support pipe 201 is connected to the reinforcement pipe 202, and the reinforcement pipe 202 is connected to the support pipe 201 and the reinforcement pipes 202 are connected to the tower body 302 through hoop assemblies respectively. It can be understood that end flanges 211 are respectively provided at both ends of the reinforcement pipe 202. Furthermore, one of the two or more reinforcement pipes 202 is connected to a connection flange 204 on the upper side of the hoop plate 203 in a hoop assembly through its one end flange 211, and the support pipe 201 is connected to the connection flange 204 on the lower side of the hoop plate 203 in the same hoop assembly through a pipe support seat. This reinforcement pipe 202 is connected to the connection flange 204 on the lower side of the hoop plate 203 in another hoop assembly through its other end flange 211; another one of the two or more reinforcement pipes 202 is connected to the connection flange 204 on the upper side of the hoop plate 203 in the above-mentioned another hoop assembly through its one end flange 211. Thus, the reinforcement unit can be assembled according to actual needs, and further the length of the reinforcement of the reinforcement bracket 200 is different. By extending and lengthening section by section upwards, it can meet the reinforcement requirements of tower bodies 302 of different lengths. In this way, the applicability of the reinforcement device for this single-pipe communication tower 300 is relatively high.

[0052] In this embodiment, the connection flange 204 is fixedly connected to the hoop plate 203 and the connection flange 204 is connected to the connection pipe 205 by welding, so that the hoop plate 203, the two oppositely arranged connection flanges 204 and the connection pipe 205 are integrally connected by welding.

[0053] In addition, the hoop assembly further includes connection bolts 206, and any two adjacent hoop plates 203 are connected by the connection bolts 206.

[0054] Therefore, the reinforcement device for this single-pipe communication tower 300 has at least the following effective effects:

[0055] 1. Solve the problems of difficult site selection, long construction period and high cost in the construction of communication base stations;

[0056] 2. By strengthening and transforming the existing communication towers, the existing resources are fully utilized, the carbon emissions are reduced, and it is beneficial to the improvement of the environment;

[0057] 3. By strengthening and transforming the existing communication towers, the bearing capacity of the original communication towers is effectively enhanced, the overall stability of the communication towers is improved, and further the safety of the structure is improved, and the service life of the original structure can be extended;

[0058] 4. By making full use of the network advantages of the existing base stations, the problem of repetitive evaluation is solved, enabling the co - construction and sharing of base stations for 2G, 3G, 4G, and 5G, and improving economic efficiency;

[0059] 5. It can reduce the number of newly built base stations, effectively control the aggravation of the discrete distribution of base stations, which is conducive to reducing the operation and maintenance management difficulty and improving management efficiency.

[0060] In summary, for the reinforcement device of this single - tube communication tower 300, its basic principle is to install an outer exoskeleton of the tower on the outside of the original communication tower. That is, a reinforcement bracket 200 is arranged along the circumferential direction on the outside of the single - tube communication tower 300, and the reinforcement bracket 200 is rigidly connected to the original communication tower to enhance the bearing capacity and safety stability of the original communication tower. Its purpose is to provide a technology that can increase the load - bearing capacity of the communication tower through structural reinforcement on the basis of the existing stock of iron towers, so as to achieve the purpose of adding more communication equipment for new mounting.

[0061] When communication developed to the 4G era, communication operators built a large number of communication base stations. These inherent communication base stations occupied the originally better addresses, achieved better network coverage, and remained during the operation process. They are a stable resource that can be utilized. Entering the 5G era, for a quite long period in the future, it will inevitably still be an operation mode in which 2G, 3G, 4G, and 5G coexist. There is no need to repeat the construction of many base stations. By making full use of the existing stock of communication towers for transformation, not only the problem of repeated site selection is solved, but it is also expected that the construction period can be significantly shortened to 1 - 3 months.

[0062] The above - mentioned implementation manners are only the preferred implementation manners of the present invention, and cannot be used to limit the protection scope of the present invention. Any non - substantial changes and substitutions made by those skilled in the art on the basis of the present invention belong to the protection scope required by the present invention.

Claims

1. Reinforcement device for single-tube communication tower, characterized in that: It includes a reinforced bearing platform and a reinforcement bracket. The reinforcement bracket is arranged on the reinforced bearing platform, and an installation channel for a single-pipe communication tower to pass through is formed between the reinforced bearing platform and the reinforcement bracket, so that the reinforced bearing platform and the reinforcement bracket can be installed on the single-pipe communication tower to improve the bearing capacity of the single-pipe communication tower. The reinforcement bracket includes a bracket main body and a hoop assembly. The bracket main body can be arranged around the circumferential direction of the single-pipe communication tower. The bracket main body can be connected to the single-pipe communication tower through the hoop assembly, and one end of the bracket main body is installed on the reinforced bearing platform. The bracket main body includes a number of reinforcement units. The number of reinforcement units can be arranged around the circumferential direction of the single-pipe communication tower. The reinforcement unit can be connected to the single-pipe communication tower through the hoop assembly, and one end of the reinforcement unit is installed on the reinforced bearing platform. The reinforcement unit includes a support pipe and a reinforcement pipe. The support pipe can be arranged obliquely relative to the single-pipe communication tower. The reinforcement pipe can be arranged along the axial direction of the single-pipe communication tower. One end of the support pipe is installed on the reinforced bearing platform, and the other end of the support pipe is connected to the reinforcement pipe. The reinforcement pipe can be respectively connected to the support pipe and other reinforcement pipes through the hoop assembly and the single-pipe communication tower. The reinforcement unit further includes a foundation support seat and a pipe support seat. The two ends of the support pipe are respectively hinged to the foundation support seat and the pipe support seat. Anchor bolts are fixedly connected to the reinforced bearing platform by pouring concrete. The foundation support seat is fixed on the reinforced bearing platform through the anchor bolts, and the pipe support seat is connected to the hoop assembly. The foundation support seat includes a foundation flange and a foundation connection ear plate. The foundation connection ear plate is fixed on the foundation flange. The pipe support seat includes a pipe flange and a pipe connection ear plate. The pipe connection ear plate is fixed on the pipe flange. The foundation flange and the pipe flange are respectively hinged to the reinforced bearing platform and the hoop assembly.

2. The reinforcement device for a single-tube communication tower according to claim 1, wherein: The reinforcement units can be evenly spaced around the circumferential direction of the single-pipe communication tower.

3. The reinforcement device for a single-tube communication tower according to claim 1, characterized in that: The hoop assembly includes a plurality of hoop plates. The plurality of hoop plates are connected end to end to form an encapsulation ring structure for fixing on the single-pipe communication tower and providing a supporting effect on the bracket main body. The hoop plates are respectively connected to the pipe support seat and the reinforcement pipe.

4. The reinforcement device for a single-tube communication tower according to claim 3, wherein: The hoop assembly further includes a connection flange and a connection pipe. Two connection flanges are provided on each hoop plate. The two ends of the connection pipe are respectively connected to the two connection flanges. The two connection flanges are respectively connected to the reinforcement pipe and the pipe support seat.

5. The reinforcement device for a single-tube communication tower according to claim 3 or 4, characterized in that: The hoop assembly further includes connection bolts. Any two adjacent hoop plates are connected by connection bolts.

6. Single-tube communication device, characterized in that: It includes a single-pipe communication tower and a reinforcement device for the single-pipe communication tower according to any one of claims 1-5. The single-pipe communication tower passes through the installation channel. The single-pipe communication tower includes a pile foundation and a tower body. The tower body is arranged on the pile foundation. The reinforcement bracket is arranged around the circumferential direction of the tower body. The pile foundation and the reinforced bearing platform are fixedly connected by pouring concrete to jointly bear the loads of the tower body and the reinforcement bracket.

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