A prefabricated foundation for a communication base station tower

Abstract

The utility model discloses a prefabricated foundation for a communication base station tower, including a prefabricated base plate, a support seat fixedly connected to the upper surface of the prefabricated base plate, a stabilizing frame fixedly connected to the outer surface of the support seat, a group of connecting screws fixedly connected to the upper surface of the support seat, two groups of load-bearing plates fixedly connected to the outer surface of the support seat, and a support plate fixedly connected to the bottom surface of each load-bearing plate. The device cooperates with the prefabricated base plate, the support seat, the load-bearing plate, the support plate and the inclined plate, and utilizes the prefabricated base plate to increase the contact area between the support seat and the ground, thereby dispersing the gravity borne by the support seat to the prefabricated base plate, and the load-bearing plate can support the support seat, and can further bear the weight of the support seat, and at the same time, the support plate can disperse the gravity borne by the load-bearing plate, thereby ensuring the stability of the support seat, and can effectively prevent it from sinking, thereby ensuring the stability of the communication tower, so as not to affect signal transmission.

Description

Technical Field

[0001] The utility model relates to the technical field of communication base station iron towers, in particular to a prefabricated foundation for a communication base station iron tower. Background Art

[0002] A communication base station, also known as a public mobile communication base station, is a form of radio station. It refers to a radio transceiver station that transmits information to mobile phone terminals through a mobile communication exchange center within a certain radio coverage area.

[0003] When installing a communication base station tower, it is necessary to first use concrete to cast the foundation. However, the current prefabricated foundation will cause settlement due to soil erosion after long-term use, which will cause the communication tower to decline, which may affect the effect of signal transmission. For this reason, we propose a prefabricated foundation for a communication base station tower to solve the above problem. Utility Model Content

[0004] The purpose of the utility model is to provide a prefabricated foundation for a communication base station tower, so as to solve the problem in the above-mentioned background technology that a communication base station tower needs to be installed with a concrete foundation first, but the current prefabricated foundation will cause settlement due to soil erosion after long-term use, which will cause the communication tower to drop, thereby possibly affecting the effect of signal transmission.

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

[0006] A prefabricated foundation for a communication base station tower comprises a prefabricated base plate, the upper surface of the prefabricated base plate is fixedly connected to a support seat, the outer surface of the support seat is fixedly connected to a stabilizing frame, the upper surface of the support seat is fixedly connected to a group of connecting screws, the outer surface of the support seat is fixedly connected to two groups of load-bearing plates, the bottom surface of each of the load-bearing plates is fixedly connected to a support plate, the bottom surface of each of the load-bearing plates is fixedly connected to an inclined plate, and the bottom surface of each of the inclined plates is connected to the upper surface of the prefabricated base plate.

[0007] In a further embodiment, a connecting plate is fixedly connected to the upper surface of each load-bearing plate, and a side surface of each group of connecting plates close to each other is connected to the outer surface of the stabilizing frame.

[0008] In a further embodiment, two groups of support rods are fixedly connected to the upper surface of the prefabricated base plate, and the top end of each of the support rods is connected to the outer surface of the stabilizing frame.

[0009] In a further embodiment, a group of embedded columns are fixedly connected to the bottom surface of the prefabricated base plate, and two supporting columns are fixedly connected to the bottom surface of each support plate.

[0010] In a further embodiment, the number of the two groups of load-bearing plates is four, and the two groups of load-bearing plates are arranged in a ring.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] The device cooperates with the prefabricated base plate, the support seat, the load-bearing plate, the support plate and the inclined plate. The prefabricated base plate can be used to increase the contact area between the support seat and the ground, thereby dispersing the gravity borne by the support seat to the prefabricated base plate. The load-bearing plate can support the support seat and further bear the weight of the support seat. At the same time, the support plate can disperse the gravity borne by the load-bearing plate, thereby ensuring the stability of the support seat and effectively preventing it from sinking, thereby ensuring the stability of the communication tower to avoid affecting signal transmission. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 Schematic diagram of the three-dimensional structure of the prefabricated foundation of the communication base station tower.

[0014] Figure 2 A three-dimensional structural schematic diagram of a top view of a prefabricated base plate for the prefabricated foundation of a communication base station tower.

[0015] Figure 3 A three-dimensional structural schematic diagram of a top view of a stable casing for a prefabricated foundation of a communication base station tower.

[0016] In the figure: 1. Prefabricated base plate; 2. Support rod; 3. Inclined plate; 5. Connecting screws; 6. Stable frame; 7. Connecting plate; 8. Load-bearing plate; 9. Support plate; 10. Support column; 11. Embedded column; 12. Support seat. DETAILED DESCRIPTION

[0017] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

[0018] 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.

[0019] See also Figure 1-3 In the utility model, a prefabricated foundation of a communication base station tower includes a prefabricated base plate 1, the upper surface of the prefabricated base plate 1 is fixedly connected with a support seat 12, the outer surface of the support seat 12 is fixedly connected with a stabilizing frame 6, the upper surface of the support seat 12 is fixedly connected with a group of connecting screws 5, the outer surface of the support seat 12 is fixedly connected with two groups of load-bearing plates 8, the bottom surface of each load-bearing plate 8 is fixedly connected with a support plate 9, the bottom surface of each load-bearing plate 8 is fixedly connected with an inclined plate 3, and the bottom surface of each inclined plate 3 is connected to the upper surface of the prefabricated base plate 1.

[0020] The upper surface of each load-bearing plate 8 is fixedly connected with a connecting plate 7, and the side surfaces of each group of connecting plates 7 that are close to each other are connected to the outer surface of the stabilizing frame 6. The connecting plates 7 can be used to connect the load-bearing plates 8 and the stabilizing frame 6, which can further ensure the stability of the load-bearing plates 8, thereby playing a role in pulling and stabilizing the support seat 12.

[0021] Two groups of support rods 2 are fixedly connected to the upper surface of the prefabricated base plate 1, and the top end of each support rod 2 is connected to the outer surface of the stable sleeve frame 6. The support rods 2 can support the stable sleeve frame 6, thereby enhancing the firmness of the stable sleeve frame 6.

[0022] A group of embedded columns 11 are fixedly connected to the bottom surface of the prefabricated base plate 1, and two supporting columns 10 are fixedly connected to the bottom surface of each support plate 9. The embedded columns 11 can be used to connect the prefabricated base plate 1 to the ground, thereby enhancing the stability of the prefabricated base plate 1. At the same time, the supporting columns 10 can reinforce the support plate 9 and enhance the firmness of the load-bearing plate 8.

[0023] There are four load-bearing plates 8 in the two groups, which are arranged in a ring. The load-bearing plates 8 are arranged in a ring, which can better evenly apply force to various parts of the support seat 12, thereby ensuring the gravity borne by the support seat 12 and effectively preventing the support seat 12 from sinking.

[0024] The working principle of the utility model is: when in use, the embedded column 11 is first cast in the excavated foundation pit, and then the prefabricated base plate 1 is cast on the embedded column 11, and the support seat 12 is cast on the prefabricated base plate 1, and the connecting screws 5 are placed inside the support seat 12, and then the support column 10 is cast outside the prefabricated base plate 1, and the load-bearing plate 8 is connected and cast between the support column 10 and the outside of the support seat 12, and the stabilizing frame 6 is cast outside the support seat 12, and the connecting plate 7 is connected between the outside of the stabilizing frame 6 and the load-bearing plate 8, which can reinforce and stabilize the support seat 12 and effectively prevent the support seat 12 from sinking, thereby ensuring the stability of the communication tower and the effect of signal transmission.

[0025] It is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-restrictive from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims be included in the present invention. Any reference numeral in a claim should not be regarded as limiting the claim to which it relates.

[0026] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. A prefabricated foundation for a communication base station tower, characterized in that: The invention comprises a prefabricated base plate (1), the upper surface of the prefabricated base plate (1) is fixedly connected to a support seat (12), the outer surface of the support seat (12) is fixedly connected to a stabilizing sleeve frame (6), the upper surface of the support seat (12) is fixedly connected to a group of connecting screws (5), the outer surface of the support seat (12) is fixedly connected to two groups of load-bearing plates (8), the bottom surface of each load-bearing plate (8) is fixedly connected to a support plate (9), the bottom surface of each load-bearing plate (8) is fixedly connected to an inclined plate (3), and the bottom surface of each inclined plate (3) is connected to the upper surface of the prefabricated base plate (1).

2. A prefabricated foundation for a communication base station tower according to claim 1, characterized in that: The upper surface of each load-bearing plate (8) is fixedly connected to a connecting plate (7), and the side surfaces of each group of connecting plates (7) close to each other are connected to the outer surface of the stabilizing sleeve frame (6).

3. A communication base station tower prefabricated foundation according to claim 1, characterized in that: Two groups of support rods (2) are fixedly connected to the upper surface of the prefabricated base plate (1), and the top end of each support rod (2) is connected to the outer surface of the stabilizing sleeve frame (6).

4. The prefabricated foundation for a communication base station tower according to claim 1, characterized in that: A group of embedded columns (11) are fixedly connected to the bottom surface of the prefabricated base plate (1), and two supporting columns (10) are fixedly connected to the bottom surface of each support plate (9).

5. The prefabricated foundation of a communication base station tower according to claim 1, characterized in that: The number of the two groups of load-bearing plates (8) is four, and the two groups of load-bearing plates (8) are arranged in a ring shape.

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