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Reinforcing structure of concrete ring piece splicing seam of fan power generation tower and construction method of reinforcing structure

A technology for wind power generation and structural reinforcement, which is applied in wind power generation, infrastructure engineering, installation/support of wind turbine configuration, etc. It can solve problems such as difficulty in ensuring that the glue layer is removed, construction quality cannot be guaranteed, and original structure damage, etc., to achieve Reliable connection and fixing effect, mature and reliable construction technology, and low cost

Pending Publication Date: 2021-12-31
央固工程科技(上海)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to overcome the disadvantages of the prior art fan tower concrete ring piece reinforcement structure that many materials are used, the cost is high, the original structure is damaged, and it is difficult to ensure that the original glue layer is cleaned and the construction quality cannot be guaranteed. A new technical solution is proposed, which has a more reasonable structure, more reliable connection, more convenient construction, low cost and neat appearance. The repair and reinforcement structure of the concrete ring splicing joints of the wind power tower

Method used

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  • Reinforcing structure of concrete ring piece splicing seam of fan power generation tower and construction method of reinforcing structure
  • Reinforcing structure of concrete ring piece splicing seam of fan power generation tower and construction method of reinforcing structure
  • Reinforcing structure of concrete ring piece splicing seam of fan power generation tower and construction method of reinforcing structure

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Effect test

Embodiment 1

[0033] Embodiment 1: A reinforced structure for the splicing joints of concrete ring pieces of a wind power generation tower, including a tower tube formed by splicing more than one concrete ring piece with each other, and the concrete ring pieces are called upper concrete according to their relative positions on the tower tube The ring piece and the lower concrete ring piece, a protective layer of a certain thickness is provided on the outer wall of the concrete ring piece, and a plurality of ring-shaped steel bars for fixing are arranged in the protective layer, and splicing joints are formed between adjacent concrete ring pieces. Reinforcement implantation holes are respectively arranged in all joints, and several reinforcement implantation holes are evenly distributed on the same joint, and reinforcements are respectively implanted in all reinforcement insertion holes, and the reinforcement insertion holes The inner end is close to the inner side wall of the protective laye...

Embodiment 2

[0034] Embodiment 2: A reinforcement structure for the splicing seam of concrete ring pieces of a wind power generation tower, the concrete ring pieces are respectively spliced ​​into an upper concrete ring piece 11 and a lower concrete ring piece 22, and the upper concrete ring piece 11 and the lower concrete ring piece 22 are spliced ​​together Constructing the whole power tower concrete ring piece, at the splicing seam 33 of the upper concrete ring piece 11 and the lower concrete ring piece 22, its inner surface is lined with a reinforcement steel plate 44, and the thickness of the reinforcement steel plate 44 is 8-12mm. For example, the preferred reinforcing steel plate 44 has a thickness of 10mm. see figure 2 .

[0035] There is a steel bar implantation hole at the joint 33 of the concrete ring piece. The diameter of the steel bar implantation hole is larger than the width of the joint joint and less than twice the thickness of the concrete protective layer of the concr...

Embodiment 3

[0042] Embodiment 3: A reinforcement structure for splicing joints of concrete ring pieces of a wind turbine power tower, the steel rods are composed of hexagon head bolts 100 or studs. The mechanical property of the hexagonal head bolt 100 is 8.8, and the specification is M30×150mm; the installation pretightening force of the hexagonal head bolt 100 is 0.7-0.85σ s . see image 3 .

[0043] A kind of construction method of the reinforcing structure of the jointing seam of concrete ring piece of fan power generation tower of the present invention comprises the following steps:

[0044] (1) Remove the aging special adhesive, and remove the old special adhesive inside the seam of the concrete ring piece of the wind power tower;

[0045] (2) Process steel bar implantation holes and drill holes at the joints of the concrete rings of the wind power tower. The drilling requirements are: the diameter of the steel bar implantation holes is larger than the splicing between the upper ...

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Abstract

The invention discloses a reinforcing structure of a concrete ring piece splicing seam of a fan power generation tower. The reinforcing structure of the concrete ring piece splicing seam of the fan power generation tower comprises a tower tube formed by splicing more than one concrete ring piece, a protective layer with a certain thickness is arranged on the outer side wall of the concrete ring piece, a plurality of annular steel bars playing a fixing role are arranged in the protective layer, a splicing seam is formed between every two adjacent concrete ring pieces, steel bar implanting holes are formed in all the splicing seams respectively, the multiple steel bar implanting holes are evenly distributed in the same splicing seam, steel bars are implanted into all the steel bar implanting holes respectively, and the inner ends of the steel bar implanting holes are close to the inner side walls of protective layers of the concrete ring pieces. In the drilling process, original glue and drilling cuttings can be completely removed, and the construction quality is reliable; steel bar planting construction process is mature and reliable and low in cost; the steel rod mounting holes are symmetrically formed in a staggered mode in batches, the connecting strength of connected pieces is guaranteed, construction process optimization can be further facilitated, a small-stress area is constructed firstly, then a stress concentration area is constructed, and the safety of the construction process is guaranteed.

Description

technical field [0001] The invention belongs to the construction technology of wind power generation towers, and in particular relates to the repair and reinforcement technology of the joints of concrete ring pieces of wind power generation towers. Background technique [0002] The wind power towers in the prior art are all equipped with connecting rings at the root to reinforce the connection of the wind power towers. According to the current specifications and data atlases, there are currently two commonly used reinforcement methods for the concrete rings of the wind power towers: one is to include Steel reinforcement; the second is to re-inject glue after the glue is removed at the seam for reinforcement. [0003] The first reinforcement method above requires a large amount of steel and anchor bolts, and the cost is high. At the same time, more anchor bolts are drilled and cause damage to the original structure; the second reinforcement method is difficult to ensure that ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H12/00E04H12/22E02D27/42E02D27/44F03D13/20
CPCE04H12/00E04H12/2215E04H12/2292E02D27/425E02D27/44F03D13/22Y02E10/72Y02E10/728
Inventor 叶伟平黄坤耀陈磊肖周保陈立文
Owner 央固工程科技(上海)有限公司
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