WO2017118362A1

WO2017118362A1 - Telecommunication tower

Info

Publication number: WO2017118362A1
Application number: PCT/CN2017/000081
Authority: WO
Inventors: 刘汉彩; 乔凤蛟; 谭德谦; 李孝臣
Original assignee: 中兴通讯股份有限公司
Priority date: 2016-01-07
Filing date: 2017-01-03
Publication date: 2017-07-13
Also published as: CN205476761U

Abstract

A telecommunication tower comprises: a main pole (10); a flange (20) connected to an end portion of the main pole (10); and a pole reinforcing member (30). The pole reinforcing member (30) is fixed to and parallel with the main pole (10). An end portion of the pole reinforcing member (30) is connected to the flange (20). The telecommunication tower has a high load-bearing capacity and can be installed easily.

Description

Communication tower

Technical field

The present disclosure relates to the field of communication device technology, for example, to a communication tower.

Background technique

With the construction of 4G networks, there is an increasing demand for shared sites and network expansion, and antennas need to be added to the communication towers.

However, when an antenna is added to the communication tower, the communication tower may have a condition that the stress ratio of the member exceeds the limit, that is, the bearing capacity of the communication tower member is insufficient.

Summary of the invention

The present disclosure proposes a communication tower for solving the technical problem of insufficient bearing capacity of the communication tower member.

A communication tower provided by the present disclosure includes a main rod; a flange connected to an end of the main rod; and a reinforcing rod member, the reinforcing rod member is fixed in parallel on the main rod, The end of the reinforcing bar is connected to the flange.

Optionally, the communication tower further includes a connector that secures the reinforcing bar member to the main bar in parallel.

Optionally, the connecting member fixes the reinforcing bar member to the main bar member by bolts.

Optionally, the reinforcing bar member is a T-shaped steel, and the T-shaped steel includes a long steel material whose two sides are perpendicular to each other in a T shape, and the connecting member is bolted to at least one side of the T-shaped steel to fix the T-shaped steel. On the main rod.

Optionally, the reinforcing rod member is an angle steel, and the angle steel comprises a long steel material having two sides perpendicular to each other at right angles, and the connecting member is connected to at least one side of the angle steel by bolting, and fixing the angle steel to the main steel On the rod.

Optionally, the connecting member comprises a hoop, the hoop hugs the main rod and the reinforcing rod is fixed by bolts.

Optionally, the communication tower further includes a connector welded to the end of the reinforcing bar member, the reinforcing bar member being coupled to the flange by the connecting member.

Optionally, the connecting member comprises: a first end plate, a vertical plate and a second end plate, wherein the first end plate is welded to the end of the reinforcing bar; one end of the vertical plate and the first end The end plate is welded and the other end is welded to the second end plate; the second end plate is welded to the flange.

Optionally, the second end plate is bolted to the flange.

The present disclosure adds a reinforcing rod member fixedly coupled to the main rod member on the basis of the existing communication tower, and the end portion of the reinforcing rod member is also connected to the flange, so that the reinforcing rod member and the main member The rods are combined with force, thereby increasing the bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

DRAWINGS

The one or more embodiments are exemplified by the accompanying drawings in the accompanying drawings, and FIG. The figures in the drawings do not constitute a scale limitation unless otherwise stated.

1 is a schematic structural view of a first embodiment of a communication tower according to the present disclosure;

2 is a partial structural schematic view of a second embodiment of a communication tower according to the present disclosure;

3 is a schematic cross-sectional view showing a position of a hoop in a second embodiment of the communication tower of the present disclosure;

4 is a partial structural schematic view of a third embodiment of a communication tower according to the present disclosure;

Figure 5 is a cross-sectional view of a third embodiment A-A of the present disclosure;

Figure 6 is a cross-sectional view of a third embodiment of the present disclosure B-B;

7 is a schematic cross-sectional view showing a position of a hoop in a third embodiment of the communication tower of the present disclosure;

Figure 8 is a schematic cross-sectional view showing another hoop position in the third embodiment of the communication tower of the present disclosure;

9 is a partial structural schematic view of a fourth embodiment of a communication tower according to the present disclosure;

FIG. 10 is another partial structural diagram of a fourth embodiment of the communication tower of the present disclosure.

detailed description

It is understood that the specific embodiments described herein are merely illustrative of the disclosure and are not intended to be limiting.

The present disclosure provides a communication tower.

Referring to FIG. 1, FIG. 1 is a schematic structural diagram of a first embodiment of a communication tower according to the present disclosure.

In this embodiment, the communication tower includes:

a main rod 10 and a flange 20 connected to an end of the main rod 10, the flange 20 being arranged to fix the main rod 10, in particular, the end of the main rod 10 is welded and The flanges 20 are connected, of course, the ends of the main rods 10 are connected to the flange 20 by other means, such as by bolts; the flanges 20 are fixed to the ground by the main rods 10 connected thereto, of course, if in the main pole A flange 20 is disposed at each end of the member 10, and the flange 20 can also connect the two main rod members 10.

The communication tower further includes a reinforcing bar member 30 that is fixed in parallel to the main bar member, and an end of the reinforcing bar member 30 is also connected to the flange 20. Specifically, in the embodiment, the reinforcing rod member 30 is the same length as the main rod member 10, and the reinforcing rod member 30 and the main rod member 10 are fixed in parallel by welding. In the specific implementation, the length of the reinforcing rod member 30 and the main rod member 10 can also be Not the same, you can also use other ways For example, the reinforcing rod member 30 is connected to the main rod member 10 by bolts.

In the embodiment, each of the main rods 10 is provided with two reinforcing rod members 30 corresponding to the position. In a specific implementation, a corresponding number of reinforcing rod members 30 can be disposed at corresponding positions of each main rod member 10 according to actual needs. In order to enhance the synergistic force of the reinforcing rod 30 and the main rod 10 and facilitate installation by the constructor, the communication tower in the embodiment further includes a connecting member 40. The reinforcing rod member 30 is spaced apart from the main rod member 10 by an appropriate distance, and the reinforcing rod member 30 is fixed in parallel to the main rod member 10 through the connecting member 40, so that the reinforcing rod member 30 is connected with the main rod member 10 as a whole. Specifically, the connecting member 40 fixes the reinforcing bar member 30 to the main bar member 10 by bolts, so as to ensure that the reinforcing bar member 30 and the main bar member 10 are co-stressed, and the connecting member 40 can be a hoop and a bolt. The reinforcing bar member 30 can be directly or indirectly connected to the main bar member 10 as a unitary part.

The communication tower of the present disclosure includes a main rod and a flange connected to an end of the main rod, the flange is configured to fix the main rod, and the communication tower further includes: a reinforcing rod, the reinforcing rod The piece is fixed in parallel to the main rod, and the end of the reinforcing rod is also connected to the flange. In the above manner, the communication tower of the present disclosure adds a reinforcing rod member fixedly connected to the main rod member on the basis of the existing communication tower, and the end portion of the reinforcing rod member is also connected to the flange, thereby making the reinforcement The rod and the main rod cooperate with each other to increase the bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

2, FIG. 2 is a partial structural schematic view of a second embodiment of a communication tower according to the present disclosure;

In the first embodiment of the communication tower of the present disclosure, in the present embodiment, the reinforcing bar member 30 is a T-shaped steel, and the T-shaped steel includes

elongated steel members

31 and 32 which are perpendicular to each other in a T shape, and the connecting member 40 is connected by bolts. At least one side of the T-shaped steel, the T-shaped steel is fixed on the main rod 10, and the T-shaped steel takes up less space than the round steel. In a specific implementation, the reinforcing bars 30 may be steel of other shapes.

The cross section of the main rod 10 in the general communication tower is circular, and is arranged around the main rod 10 as much as possible. The reinforcing rod member 30 is disposed (the distance between the reinforcing rod member 30 and the main rod member 10 is too large to affect the effect of the coordinated force), and the reinforcing rod member 30 is easily installed without changing the existing communication tower. In the embodiment, the reinforcing bar member 30 is a T-shaped steel, and the connecting member 40 includes a hoop, the hoop hugs the main bar member 10, and the reinforcing bar member 30 is fixed by bolts, that is, the T-shaped steel is fixed, specifically, As shown in FIG. 3, the T-shaped steel includes

long steel pieces

31 and 32 which are perpendicular to each other in a T-shape, and the long steel material 31 is provided with a bolt hole corresponding to the bolt hole on the hoop, and the hoop hugs the main body. The rod member 10 is then passed through a bolt hole provided at both ends of the hoop and a bolt hole provided on the long steel plate 31 to connect the T-shaped steel with the main rod member 10, thereby realizing the cooperation between the T-shaped steel and the main rod member 10. Force. In a specific implementation, the T-shaped steel can be connected to the main rod 10 by other means, such as welding the T-shaped steel to the main rod 10 in a fixed manner. In more implementations, the T-shaped steel medium strip steel 32 may be fixed by a hoop to fix the T-shaped steel to the main rod member 10, and of course, the T-shaped steel may be connected by a hoop. A long strip of steel on both sides fixes the T-shaped steel to the main rod 10.

Referring to FIG. 4, FIG. 4 is a partial structural schematic view of a third embodiment of a communication tower according to the present disclosure.

According to the first embodiment of the communication tower of the present disclosure, in the embodiment, the reinforcing bar member 30 is an angle steel, and the angle steel includes

elongated steel members

33 and 34 which are perpendicular to each other at right angles, and the connecting member 40 is connected by bolts. At least one of the angle steels is fixed to the main rod member 10.

For the same reason of the second embodiment of the communication tower of the present disclosure, the reinforcing bar member 30 is an angle steel in the embodiment, and the angle steel includes

long steel bars

33 and 34 which are perpendicular to each other at right angles, and the hoop in this embodiment The figure is an M-shaped or W-shaped shape with an arc in the middle. Specifically, as shown in FIG. 5 and FIG. 6 , FIG. 5 is a schematic cross-sectional view of the AA position in FIG. 4 , and FIG. 6 is a schematic cross-sectional view of the BB position in FIG. 4 , and FIG. An M-shaped hoop with an arc in the middle is used, and the two ends of the hoop are respectively fixed to one side of the angle steel by bolts; in FIG. 6, the hoop is located on the other side of the hoop in FIG. 5, and is fixed by the hoop The other side of the angle steel causes the hoops of Figures 5 and 6 to engage and hold the main rod member 10. In the specific implementation, other parties can also be used. Or the connecting piece will connect the angle steel to the main rod 10, as shown in Fig. 7 and Fig. 8, in Fig. 7, a pair of M-shaped or W-shaped hoops with a curved shape in the middle, the hoop hugs the main The rod member 10, the two ends of the hoop are respectively fixed by bolts to one side of the angle steel; or by using a combination of different length hoop pieces as shown in Fig. 8, the main rod member 10 is hung and then fixed to at least one side of the angle steel.

9 and FIG. 10, FIG. 9 is a partial structural diagram of a fourth embodiment of the communication tower of the present disclosure, and FIG. 10 is another partial structural diagram of the fourth embodiment of the communication tower of the present disclosure.

Based on the first embodiment of the communication tower of the present disclosure, the communication tower further includes a connecting member 60 welded to the end of the reinforcing bar member 30, and the reinforcing bar member 30 is connected to the flange 20 through the connecting member 60. .

In actual implementation, the length of the reinforcing rod member 30 may be different from the length of the main rod member 10, and may be long or short. If the length of the reinforcing rod member 30 is longer than the length of the main rod member 10, the reinforcing rod member may be directly used. The length of 30 is cut to be the same as the length of the main rod 10; if the length of the reinforcing rod 30 is shorter than the length of the main rod 10, taking the length of the reinforcing rod 30 from other places wastes the construction worker's time. At this time, the connecting member 60 welded at the end of the reinforcing bar member 30 is required, so that the reinforcing bar member 30 is connected to the flange 20 through the connecting member 60, which is convenient for the builder to install.

Further, in order to avoid the problem of length mismatch, which is convenient for the installer to install, the connecting member 60 includes: a first end plate 61, a vertical plate 62 and a second end plate 63, as shown in FIG. 7 or FIG. One end plate 61 is welded to the end of the reinforcing rod member 30; one end of the vertical plate 62 is welded to the end plate, and the other end of the vertical plate 62 is welded to the second end plate 63; the second end plate 63 is welded to the flange 20. Specifically, the number of the vertical plates 62 in the embodiment is two, and the two vertical plates 62 are oppositely disposed. The two ends of the two vertical plates 62 are respectively connected to the first end plate 61 and the second end. Plate 63. Of course, the individual plates in the connector 60 can also be fixedly connected by other means, such as by bolting using an L-shaped connector. In the specific implementation, a plurality of connection modes can also be used together to further strengthen the connection of the components. In more implementations, if the length of the riser 62 is longer, the first end plate 61 is welded to the appropriate position of the riser 62, and the second end plate 63 It is only necessary to vertically weld to the end of the riser 62, so that it is not necessary to consider the length of the riser 62.

In this embodiment, a plurality of plates are used to form the connecting members, which can be combined at any time to form connecting members of different lengths, which is convenient for the constructors to assemble the connecting members of different heights, thereby facilitating the passage of the reinforcing bars 30 through the connecting members 60. Connected to the flange 20.

Further, in order to make the connecting member 60 take up less space, it is convenient to provide a plurality of reinforcing members 30. In the embodiment, the first end plate 61 and the second end plate 63 are fan-shaped, the first end plate 61 and the second end plate. The shorter side of the arc of 63 is adjacent to the main rod 10, and the longer side of the arc is away from the main rod 10.

Further, in order to enhance the connection of the connecting member 60 and the flange 20, after the second end plate 63 is welded to the flange 20, the second end plate 63 may also be fixed to the flange 20 by bolts. on.

The above is only a preferred embodiment of the present disclosure, and is not intended to limit the scope of the patents of the present disclosure, and the equivalent structure or equivalent process transformations made by the present disclosure and the contents of the drawings may be directly or indirectly applied to other related technical fields. The same is included in the scope of patent protection of the present disclosure.

Industrial applicability

The present disclosure adds a reinforcing bar member fixedly coupled to the main lever member, and the end portion of the reinforcing bar member is further coupled to the flange such that the reinforcing bar member is coerced with the main lever member, thereby increasing The bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

Claims

A communication tower comprising:

Main rod

a flange connected to the end of the main rod;

A reinforcing rod member is fixed in parallel to the main rod member, and an end of the reinforcing rod member is connected to the flange.
A communication tower according to claim 1, wherein said communication tower further includes a connecting member that fixes said reinforcing bar member in parallel to said main lever member.
A communication tower according to claim 2, wherein said connecting member fixes said reinforcing bar member to said main lever member by bolts.
A communication tower according to claim 3, wherein said reinforcing member is a T-shaped steel, said T-shaped steel comprising a long steel material having two sides perpendicular to each other in a T shape, said connecting member being at least bolted to said T-shaped steel On one side, the T-shaped steel is fixed to the main rod.
A communication tower according to claim 3, wherein said reinforcing bar member is an angle steel, said angle steel comprising elongated steel members having two sides perpendicular to each other at right angles, said connecting member being bolted to at least one side of said angle steel, The angle steel is fixed to the main rod.
A communication tower according to claim 3, wherein said connecting member further comprises a hoop, said hoop hugs said main lever member, and said reinforcing rod member is fixed by bolts.
A communication tower according to claim 1, wherein said communication tower further includes a connector welded to the end of said reinforcing bar member, said reinforcing bar member being coupled to said flange by said connecting member.
A communication tower according to claim 7, wherein said connecting member comprises: a first end plate, a vertical plate and a second end plate, said first end plate being welded to said reinforcing rod end; said standing One end of the plate is welded to the first end plate, and the other end is welded to the second end plate; the second end plate is welded to the flange.
The communication tower of claim 8 wherein said second end plate is bolted to said flange.