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Iron tower reinforcement structure and construction method thereof

A technology for strengthening structures and iron towers, which is applied to towers, building structures, and building maintenance. It can solve the problems of manpower, material and financial resources, waste of base station signal tower resources, and exceeding the bearing strength, so as to save manpower, material and financial resources. Long service life, increase the effect of tensile and compressive strength

Pending Publication Date: 2020-11-13
山东兆维铁塔有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] With the rapid development of communication technology, more and more communication base stations are being built. At present, in response to the national base station sharing policy, communication antennas are often added on the basis of existing base station communication towers to achieve communication capacity expansion, but increasing communication After the wires, it exceeds the bearing strength of the original base station communication tower body. The current solution includes piled soil around the base station signal tower to enhance its bearing strength, or re-establishing the base station signal tower, but using piles around the base station signal tower The soil measures will affect the environment and affect the appearance, and the reinforcement effect is poor, and there are certain safety hazards; if the base station signal tower is re-established, it will consume a lot of manpower, material and financial resources, and the construction period is long. a waste of resources

Method used

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  • Iron tower reinforcement structure and construction method thereof
  • Iron tower reinforcement structure and construction method thereof
  • Iron tower reinforcement structure and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] Such as figure 1 , figure 2 shown.

[0039] An iron tower reinforcement structure, comprising three support rods surrounding the main pipe; the first and last ends of the support rods are respectively fixedly connected with the first and last ends of the main pipe; the adjacent support rods are fixedly connected by a holding device; the The support rod includes two support sections 1 connected end to end, and adjacent support sections 1 are connected by an intermediate adjustment structure 3 .

[0040] Such as image 3 Shown; The intermediate adjustment structure shown in this embodiment is the intermediate adjustment structure A;

[0041] Intermediate adjustment structure A: The two ends of the support section 1 are provided with internal threads, and the adjacent support sections 1 are connected by double-ended studs that match the internal threads, and the middle of the double-ended studs is sleeved with an adjustment Nut 5, the adjusting nut 5 is fixedly connec...

Embodiment 2

[0053] Such as Figure 5 , Image 6 shown.

[0054] The iron tower reinforcement structure as described in Embodiment 1, the difference is that the intermediate adjustment structure 3 shown is an intermediate adjustment structure B: the end of the support section 1 is provided with an L-shaped ladder structure; the horizontal surface of the L-shaped ladder structure is set There is a rack structure 10 and a strip-shaped through hole 8 for the fixing bolt 9 to pass through; the strip-shaped through hole 8 is provided with a flange for limiting the compression spring; the rack structure 10 at the end of the adjacent support section Mesh connection, the space surrounded by the elongated through holes 8 on the two L-shaped ladder structures is provided with a compression spring, and the fixing bolt 9 passes through the compression spring and cooperates with the fixing nut at the free end to fix the two L-shaped ladder structures; The L-shaped stepped structure, the compression s...

Embodiment 3

[0057] As in the iron tower reinforcement structure described in Embodiment 1, further, each supporting section 1 is provided with a holding device.

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Abstract

The invention discloses an iron tower reinforcement structure and a construction method thereof. The reinforcement structure includes a plurality of supporting rods surrounding a main pipe; the head and tail ends of the supporting rods are respectively and fixedly connected with the head and tail ends of the main pipe; the adjacent supporting rods are fixedly connected by holding devices; the supporting rods include a plurality of supporting sections connected end to end; and the adjacent supporting sections are connected by intermediate adjusting structures. According to the iron tower reinforcement structure, the tensile and compressive strength of a communication columnar tower are effectively increased, the transformation and utilization of an original communication tower are realizedsimply and quickly, the expansion is realized without affecting the use of users, compared with a base station single tower, piled soil around is beautiful and durable, compared with rebuilding a communication columnar tower, a lot of manpower, material and financial resources can be saved, and a lot of time and economic costs are saved for operators.

Description

technical field [0001] The invention relates to an iron tower reinforcement structure and a construction method thereof, and belongs to the technical field of cable erection equipment. Background technique [0002] With the rapid development of communication technology, more and more communication base stations are being built. At present, in response to the national base station sharing policy, communication antennas are often added on the basis of existing base station communication towers to achieve communication capacity expansion, but increasing communication After the wires, it exceeds the bearing strength of the original base station communication tower body. The current solution includes piled soil around the base station signal tower to enhance its bearing strength, or re-establishing the base station signal tower, but using piles around the base station signal tower The soil measures will affect the environment and affect the appearance, and the reinforcement effec...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/04E04H12/08
CPCE04G23/04E04H12/08
Inventor 李劲陈强张鹏
Owner 山东兆维铁塔有限公司
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