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Rapid prestress FRP grid reinforcing method

A prestressing and grid technology, applied in building maintenance, construction, building construction, etc., can solve the problems of low utilization rate of FRP grid strength, limit the popularization and application of FRP grid, and lagging reinforcement effect, so as to suppress structural cracks The effect of development, reducing the impact of production and life, and improving the structural bearing capacity and durability

Inactive Publication Date: 2020-08-07
江苏绿材谷新材料科技发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the utilization rate of the strength of FRP mesh strengthened by ordinary external paste is low, and the reinforcement effect lags behind, which limits the further popularization and application of FRP mesh
In some reinforcement methods, prestressing is applied to FRP to improve the reinforcement effect, but the tension anchor device is generally used as a permanent mechanical anchor and will not be removed after tensioning. For the reinforcement of other parts of the structure, a new tension anchor device is required to complete. Therefore, the project Reinforcement requires multiple sets of tension anchoring devices, and the cost of materials is relatively high

Method used

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Examples

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Embodiment

[0032] Embodiment: a kind of rapid prestressed FRP grid reinforcement method comprises the following steps:

[0033] (1) The concrete structure 1 to be reinforced is a reinforced concrete stress structure in the building, and the reinforcement surface should be flat; the surface of the concrete structure 1 to be reinforced should be cleaned, and the deteriorated layer (such as laitance, laitance, etc.) Weathered layer, etc.) are removed and polished with a grinder, and the misalignment and protruding parts are smoothed, and then the dust is removed with compressed air, and the reinforced surface is washed with a high-pressure water gun.

[0034] (2) On the surface of the concrete structure 1 to be reinforced, install the prestressed anchorage 3 for the tensioning of the FRP grid 2; The upper cover plate 3a of the stress anchor 3 is anchored on the concrete structure 1 to be reinforced.

[0035] (3) Apply a layer of interface agent 5 to the surface of the concrete structure 1 ...

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Abstract

The invention discloses a rapid prestress FRP grid reinforcing method. The rapid prestress FRP grid reinforcing method comprises the following steps that (1) the surface of a to-be-reinforced concretestructure is cleaned; (2) prestress anchorage devices are mounted on the surface of the structure; (3) the surface of the structure is coated with a layer of interface agent; (4) the two ends of an FRP grid are fastened in the prestress anchorage devices correspondingly, and then the prestress anchorage devices are tensioned; (5) the middle of the FRP grid is sealed and coated with polymer mortar, and the two ends of the FRP grid are sealed and coated with geopolymer mortar; and (6) after the geopolymer mortar at the two ends reaches the design strength, the prestress anchorage devices are dismounted, and the middle polymer mortar continues to be cured till the middle polymer mortar reaches the design strength. The reinforcing method is simple in process and low in cost, reinforcing can be completed within a short time, the stress performance of the damaged part of the concrete structure is effectively improved, and the bearing capacity and durability of the structure are improved.

Description

technical field [0001] The invention relates to the technical field of civil engineering and traffic structure reinforcement, in particular to a fast prestressed FRP grid reinforcement method, which is used to improve the mechanical performance of structures by using FRP grids in old building structures. Background technique [0002] As the service time of the building structure increases, the structure will gradually age, especially in harsh environments, the degree of structural aging will be more serious. The aging of reinforced concrete structures is the result of the joint action of steel bar corrosion, concrete deterioration, and service load changes, which reduces the durability and usability of the structure. This is an irreversible process. At present, a large number of reinforced concrete structures in my country are aging, which leads to the gradual destruction of concrete structures, continuous deterioration of performance, lower bearing capacity, and endangers t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/02
CPCE04G23/0218E04G2023/0259E04G2023/0262
Inventor 吴智深汪昕贺卫东朱中国陶甲
Owner 江苏绿材谷新材料科技发展有限公司
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