Reinforcing device with inclined strut structure for single-pipe tower

Abstract

The utility model discloses a reinforcing device for a single-pipe tower with an inclined strut structure in the technical field of single-pipe towers, which comprises a supporting seat and the single-pipe tower, the single-pipe tower is fixedly connected to the middle of the top of the supporting seat through bolts, four arc-shaped blocks are uniformly arranged around the outer side wall of the single-pipe tower, and the inclined strut structure is arranged between the supporting seat and the single-pipe tower. Every two adjacent arc-shaped blocks are fixedly connected through a U-shaped bolt, connecting notches are formed in the outer side walls of the arc-shaped blocks, and supporting bottom plates are fixedly connected to the front side wall, the rear side wall, the left side wall and the right side wall of the supporting base. The single-pipe tower can be effectively supported when the single-pipe tower is used, the tower body is effectively prevented from shaking, inclining or collapsing, and therefore the stability and safety in the using process are guaranteed, the anti-pulling capacity of the single-pipe tower can be improved, the phenomenon that the tower body is pulled out of the ground under the wind load effect is avoided, the fixing effect is improved, and meanwhile the stability in the using process is guaranteed.

Description

Technical Field

[0001] This utility model relates to the field of single-tube tower technology, specifically a reinforcement device for single-tube towers with a diagonal bracing structure. Background Technology

[0002] A monotube tower is a tall structure consisting of a cylindrical steel pipe tower body, foundation, platform, and auxiliary facilities. It is commonly used to support communication antennas, power lines, and other equipment. It has high strength and stability. The foundation transfers the load to the ground, and the platform and other facilities are used to install equipment and provide operating space. Monotube towers have wide applications in many fields such as communications and power. With its advantages of simple structure, aesthetics, small footprint, and convenient installation, it has become a commonly used tower type in modern engineering construction.

[0003] To ensure good signal transmission, monotube towers are typically installed at higher elevations to prevent obstructions. However, these elevated locations and the tower's height make it susceptible to wind loads. Current installations often use bolts to secure the tower to the foundation, relying on its structure and base for stability. Without adequate support, monotube towers are prone to swaying, tilting, or even collapse under prolonged wind loads, posing safety risks. For example, in strong winds, an unsupported monotube tower may experience significant horizontal displacement due to wind-induced vibrations. If this displacement exceeds permissible limits, the tower structure may be damaged by excessive deformation. Therefore, we propose a reinforcement device for monotube towers with a diagonal bracing structure. Utility Model Content

[0004] The purpose of this utility model is to provide a reinforcement device for a single-tube tower with a diagonal bracing structure, so as to solve the problem mentioned in the background art that existing single-tube towers are prone to swaying, tilting or even collapsing under long-term wind loads due to the lack of effective support, which poses a safety risk.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a reinforcement device for a single-tube tower with a diagonal bracing structure, comprising a support base and a single-tube tower, wherein the single-tube tower is fixedly connected to the top center of the support base by bolts, and four arc-shaped blocks are evenly arranged around the outer side wall of the single-tube tower, with each pair of adjacent arc-shaped blocks being fixedly connected by U-bolts. A connecting slot is provided on the outer side wall of the arc-shaped blocks, and a support base plate is fixedly connected to the front and rear side walls and the left and right side walls of the support base. A support diagonal rod is rotatably connected to the inner wall of the connecting slot by a pin, and the end of the support diagonal rod is fixedly connected to the support base plate by bolts.

[0006] As a further description of the above technical solution:

[0007] A vertical plate is fixedly connected to the top of the support base plate, and an auxiliary diagonal rod is rotatably connected to the outer wall of the support diagonal rod via a pin. The end of the auxiliary diagonal rod is fixedly connected to the vertical plate by bolts.

[0008] As a further description of the above technical solution:

[0009] An arc-shaped support plate is fixedly connected to the top of the arc-shaped block. The arc-shaped support plate is in contact with the outer wall of the single-tube tower. Reinforcing plates are fixedly connected to both sides of the outer wall of the arc-shaped support plate.

[0010] As a further description of the above technical solution:

[0011] A connecting plate is fixedly connected to the bottom of the arc-shaped block, and a connection port is opened on the lower side of the outer side wall of the connecting plate.

[0012] As a further description of the above technical solution:

[0013] The support base has sliding grooves on the front and rear sides and the left and right sides of the top. A slider is slidably connected to the inner wall of the sliding groove, and the slider is fixedly connected to the support base by bolts. An L-shaped reinforcing rod is fixedly connected to the top of the slider, and the end of the L-shaped reinforcing rod is inserted into the inner cavity of the connection port.

[0014] As a further description of the above technical solution:

[0015] Hollow pre-embedded anti-pull-out anchor rods are fixedly connected to the four corners of the bottom of the support base. Holes are opened on both sides of the outer wall of the hollow pre-embedded anti-pull-out anchor rods, and the holes are evenly distributed from top to bottom.

[0016] As a further description of the above technical solution:

[0017] The outer wall of the hollow pre-embedded anti-pull-out anchor is fixedly connected with an anti-pull-out ring, which is evenly distributed from top to bottom and is located between every two holes.

[0018] Compared with the prior art, the beneficial effects of this utility model are:

[0019] 1. This single-tube tower reinforcement device with a diagonal bracing structure supports the single-tube tower through arc-shaped blocks in conjunction with supporting diagonal rods and supporting base plates. Secondary diagonal rods in conjunction with vertical plates further enhance the support effect by assisting the supporting diagonal rods. Simultaneously, arc-shaped support plates and reinforcing plates, in conjunction with arc-shaped blocks, provide auxiliary support to the single-tube tower, further improving the support effect and ensuring the stability of the single-tube tower during use. It effectively supports the single-tube tower during operation, preventing swaying, tilting, or collapse, thus ensuring stability and safety during use.

[0020] 2. This single-tube tower reinforcement device with a diagonal bracing structure uses an L-shaped reinforcing rod in conjunction with a slider and a groove. The L-shaped reinforcing rod is further reinforced by a connecting plate to strengthen the fixation of the single-tube tower. At the same time, the support base is equipped with hollow pre-embedded anti-pull-out anchor rods and anti-pull-out rings, thereby improving the fixation effect between the support base and the concrete base. The two work together to improve the fixation effect of the single-tube tower, which can improve the pull-out resistance of the single-tube tower and prevent the tower body from being pulled out of the ground under wind load. While improving the fixation effect, it also ensures the stability during use. Attached Figure Description

[0021] Figure 1 This is a three-dimensional structural diagram of a single-tube tower reinforcement device with a diagonal bracing structure proposed in this utility model;

[0022] Figure 2 This is a schematic diagram of the arc-shaped block of a single-tube tower reinforcement device with a diagonal bracing structure proposed in this utility model;

[0023] Figure 3 This is a top view of the arc-shaped block of a single-tube tower reinforcement device with a diagonal bracing structure proposed in this utility model;

[0024] Figure 4 This is a front sectional view of the structural support base of a single-tube tower reinforcement device with a diagonal bracing structure proposed in this utility model.

[0025] Figure 5 This is a top view of the structural support base of a single-tube tower reinforcement device with a diagonal bracing structure proposed in this utility model;

[0026] Figure 6 This is a front sectional view of the hollow pre-embedded anti-pull-out anchor rod of the single-tube tower reinforcement device with inclined bracing structure proposed in this utility model.

[0027] Figure 7 This utility model proposes a reinforcement device for a single-tube tower with a diagonal bracing structure. Figure 1 Enlarged structural diagram at point A in the middle.

[0028] In the diagram: 100, support base; 110, arc-shaped block; 111, connecting slot; 112, support base plate; 113, support diagonal rod; 120, vertical plate; 121, secondary diagonal rod; 130, arc-shaped support plate; 131, reinforcing plate; 140, connecting plate; 141, connecting port; 150, sliding groove; 151, slider; 152, L-shaped reinforcing rod; 160, hollow pre-embedded anti-pull-out anchor rod; 161, hole; 170, anti-pull-out ring; 200, single-tube tower. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0030] In the description of this utility model, it should be understood that the terms "center," "longitudinal," "transverse," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential," etc., indicating the orientation or positional relationship shown in the accompanying drawings, are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, features defined with "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more.

[0031] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0032] This utility model provides a reinforcement device for a single-tube tower with a diagonal bracing structure, which is capable of... (Please refer to...) Figure 1-7 This includes a support base 100 and a single-tube tower 200;

[0033] Please refer to it again. Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 7The single-tube tower 200 is bolted to the top center of the support base 100. Arc-shaped blocks 110 are evenly distributed around the outer wall of the single-tube tower 200. These arc-shaped blocks 110 are used to cooperate with the support diagonal braces 113 to support the single-tube tower 200. There are four arc-shaped blocks 110, and each pair of adjacent arc-shaped blocks 110 is fixedly connected by U-bolts. A connecting slot 111 is provided on the outer wall of the arc-shaped blocks 110 for installing the support diagonal braces 113. Support base plates 112 are fixedly connected to the front and rear side walls and the left and right side walls of the support base 100. The support base plates 112 are used for... The support diagonal rod 113 is installed and used to support the single-tube tower 200. The inner wall of the connecting slot 111 is rotatably connected to the support diagonal rod 113 via a pin. The support diagonal rod 113 connects the arc-shaped block 110 and the support base plate 112, and supports the single-tube tower 200. The end of the support diagonal rod 113 is fixedly connected to the support base plate 112 via bolts. A vertical plate 120 is fixedly connected to the top of the support base plate 112, and the vertical plate 120 is used to install the secondary diagonal rod 121. The outer wall of the support diagonal rod 113 is rotatably connected to the secondary diagonal rod 121 via a pin. The secondary diagonal rod 121 is used to cooperate with the vertical plate 120 to support the single-tube tower 200. The diagonal support 113 provides auxiliary support to enhance the overall support effect. The end of the secondary diagonal support 121 is fixedly connected to the vertical plate 120 by bolts. An arc-shaped support plate 130 is fixedly connected to the top of the arc-shaped block 110. The arc-shaped support plate 130 is used to provide auxiliary support for the single-tube tower 200 and further enhance the support effect. The arc-shaped support plate 130 contacts the outer wall of the single-tube tower 200. Reinforcing plates 131 are fixedly connected to both sides of the outer wall of the arc-shaped support plate 130. The reinforcing plates 131 are used to enhance the support strength of the arc-shaped support plate 130. In use, the arc-shaped blocks 110 are placed sequentially on the single-tube tower 200. On the outside, adjacent arc-shaped blocks 110 are connected and fixed with U-bolts. Then, the end of the support diagonal rod 113 is fixed to the support base plate 112 with bolts. After completion, the arc-shaped blocks 110, together with the support diagonal rod 113 and the support base plate 112, support the single tube tower 200. Then, the secondary diagonal rod 121 on the support diagonal rod 113 is fixed to the vertical plate 120 with bolts. The secondary diagonal rod 121, together with the vertical plate 120, provides auxiliary support for the support diagonal rod 113 and improves the support effect. At the same time, the arc-shaped support plate 130, together with the reinforcing plate 131, provides auxiliary support for the single tube tower 200 and improves the support effect.

[0034] In summary, this technology can effectively support a single-tube tower during its use, preventing the tower from swaying, tilting, or collapsing, thereby ensuring stability and safety during operation.

[0035] Please refer to it again. Figure 1 , Figure 4 , Figure 5 and Figure 6A connecting plate 140 is fixedly connected to the bottom of the arc-shaped block 110. The connecting plate 140 is used to cooperate with the L-shaped reinforcing rod 152 to improve the fixing effect of the single-tube tower 200. A connecting port 141 is opened on the lower side of the outer wall of the connecting plate 140. The connecting port 141 is used to facilitate the connection between the L-shaped reinforcing rod 152 and the connecting plate 140. Slide grooves 150 are opened on the front and rear sides and the left and right sides of the top of the support base 100. The slide grooves 150 are used to install and limit the slider 151. The slider 151 is slidably connected to the inner wall of the slide groove 150. The slider 151 is used to install the L-shaped reinforcing rod 152, and the slider 151... The slider 151 is fixedly connected to the support base 100 by bolts. An L-shaped reinforcing rod 152 is fixedly connected to the top of the slider 151. The L-shaped reinforcing rod 152 is used to cooperate with the connecting plate 140 to improve the fixing effect of the single-tube tower 200. The end of the L-shaped reinforcing rod 152 is inserted into the inner cavity of the connecting port 141. Hollow pre-embedded anti-pull-out anchor rods 160 are fixedly connected to the four corners of the bottom of the support base 100. The hollow pre-embedded anti-pull-out anchor rods 160 are used to improve the connection between the support base 100 and the concrete base. Holes 161 are opened on both sides of the outer wall of the hollow pre-embedded anti-pull-out anchor rods 160 to facilitate the pouring of concrete during the concrete base pouring process. Soil can penetrate into the hollow pre-embedded pull-out anchor rod 160, forming a unified whole and further enhancing the fixing effect. The holes 161 are evenly distributed from top to bottom. Pull-out rings 170 are fixedly connected to the outer wall of the hollow pre-embedded pull-out anchor rod 160. The pull-out rings 170 further enhance the pull-out resistance of the hollow pre-embedded pull-out anchor rod 160. The pull-out rings 170 are evenly distributed from top to bottom and located between every two holes 161. During use, the L-shaped reinforcing rod 152 slides, causing the slider 151 to slide within the groove 150. This allows the L-shaped reinforcing rod 152 to be inserted into the connection port 141 in the connecting plate 140. Then, the slider 151 is fixed with bolts to improve the fixing effect of the single-tube tower 200. Before installing the single-tube tower 200, the hollow pre-embedded anti-pull anchor rod 160 on the support seat 100 is inserted into the concrete when the concrete base is poured. The concrete enters the hollow pre-embedded anti-pull anchor rod 160 through the hole 161. After the concrete dries, the two become a whole. At the same time, the anti-pull ring 170 increases the contact area between the hollow pre-embedded anti-pull anchor rod 160 and the concrete, improving the anti-pull effect during subsequent use.

[0036] In summary, this method can improve the pull-out resistance of single-tube towers, prevent the tower body from being pulled out of the ground under wind load, and improve the fixing effect while ensuring stability during use.

[0037] In practical application, when pouring the concrete base, those skilled in the art insert the hollow pre-embedded anti-pull-out anchor rod 160 on the support base 100 into the concrete. The concrete enters the hollow pre-embedded anti-pull-out anchor rod 160 through the hole 161. After the concrete dries, the two become a whole. At the same time, the anti-pull-out ring 170 increases the contact area between the hollow pre-embedded anti-pull-out anchor rod 160 and the concrete, improving the anti-pull-out effect during subsequent use, thus completing the pre-installation of the support base 100. The single-tube tower 200 is then installed on the support base 100. Next, the arc-shaped blocks 110 are placed sequentially on the outside of the single-tube tower 200, and adjacent arc-shaped blocks 110 are connected and fixed with U-bolts. Then, the end of the support diagonal rod 113 is fixed to the support base plate 112 with bolts. After completion, the arc-shaped blocks 110 are... The single-tube tower 200 is supported by the supporting diagonal rod 113 and the supporting base plate 112. Then, the secondary diagonal rod 121 on the supporting diagonal rod 113 is fixed to the vertical plate 120 with bolts. The secondary diagonal rod 121 and the vertical plate 120 provide auxiliary support for the supporting diagonal rod 113. At the same time, the arc-shaped support plate 130 and the reinforcing plate 131 provide auxiliary support for the single-tube tower 200. Then, the L-shaped reinforcing rod 152 is slid, which drives the slider 151 to slide in the groove 150, so that the L-shaped reinforcing rod 152 is inserted into the connection port 141 in the connecting plate 140. Then, the slider 151 is fixed with bolts. The L-shaped reinforcing rod 152, in cooperation with the connecting plate 140, improves the fixing effect of the single-tube tower 200, so that the single-tube tower 200 is stable under wind load.

[0038] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "illustrative embodiment," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0039] Although embodiments of the present invention have been shown and described, those skilled in the art will understand that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the claims and their equivalents.

Claims

1. A reinforcing device for a single tube tower having a diagonal brace configuration, characterized by: Including support seat (100) and single pipe tower (200), single pipe tower (200) is fixedly connected in the middle of the top of support seat (100), the outer side wall of single pipe tower (200) is uniformly provided with arc block (110) around, and the number of arc block (110) is four, every two adjacent arc block (110) is connected by U type bolt, the outer side wall of arc block (110) is provided with connecting notch (111), the inner cavity wall of support seat (100) is rotatably connected with support inclined rod (113) by pin shaft, the end of support inclined rod (113) is fixedly connected with support bottom plate (112) by bolt.

2. A reinforcing arrangement for a monopole tower having a diagonal brace configuration according to claim 1, characterized in that: The top of the support bottom plate (112) is fixedly connected with a vertical plate (120), and the outer side wall of the support inclined rod (113) is rotatably connected with a secondary inclined rod (121) by a pin shaft.

3. A reinforcing arrangement for mono-tube towers with diagonal bracing according to claim 1, characterized in that: The top of the arc block (110) is fixedly connected with an arc-shaped support plate (130), the arc-shaped support plate (130) is in contact with the outer side wall of the single pipe tower (200), and the outer side wall of the arc-shaped support plate (130) is fixedly connected with a reinforcing plate (131) on both sides.

4. A reinforcing arrangement for mono-tube towers with diagonal bracing according to claim 1, characterized in that: The bottom of the arc block (110) is fixedly connected with a connecting plate (140), and the outer side wall of the connecting plate (140) is provided with a connecting port (141) on the lower side.

5. A reinforcing arrangement for mono-tube towers with diagonal bracing according to claim 4, characterized in that: The top of the support seat (100) is provided with a sliding groove (150) on both sides, and the inner cavity wall of the sliding groove (150) is slidably connected with a sliding block (151), and the sliding block (151) is fixedly connected with the support seat (100) by a bolt, and the top of the sliding block (151) is fixedly connected with an L-shaped reinforcing rod (152), and the end of the L-shaped reinforcing rod (152) is inserted into the inner cavity of the connecting port (141).

6. A reinforcing arrangement for mono-tube towers with diagonal bracing according to claim 1, characterized in that: The bottom of the support seat (100) is fixedly connected with a hollow pre-buried anti-pulling anchor rod (160) at four corners, the outer side wall of the hollow pre-buried anti-pulling anchor rod (160) is provided with a hole (161) on both sides, and the holes (161) are evenly distributed from top to bottom.

7. A reinforcing arrangement for mono-tube towers with diagonal bracing according to claim 6, characterized in that: The outer side wall of the hollow pre-buried anti-pulling anchor rod (160) is fixedly connected with an anti-pulling circular ring (170), the anti-pulling circular ring (170) is evenly distributed from top to bottom, and the anti-pulling circular ring (170) is located between every two holes (161).

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