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A construction method for reinforced beams with carbon fiber cloth and steel components

A technology of carbon fiber reinforcement and carbon fiber cloth, which is applied in the direction of building components, building maintenance, building construction, etc., can solve the problems of strengthening the original structural parts, etc., and achieve the effect of reducing the amount of engineering, good seismic performance, and less construction waste

Active Publication Date: 2015-08-05
中南建设集团有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to overcome the deficiencies of the traditional methods, in order to better solve the technical problem that the existing single reinforcement method cannot realize both the reinforcement of the original structural parts and the reinforcement in the comprehensive reconstruction of the underground space of old houses, and provides a A Simple, Economical and Effective Seismic Reinforcement Method

Method used

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  • A construction method for reinforced beams with carbon fiber cloth and steel components
  • A construction method for reinforced beams with carbon fiber cloth and steel components
  • A construction method for reinforced beams with carbon fiber cloth and steel components

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Embodiment Construction

[0032] Such as Figure 1 ~ Figure 3 As shown, a construction method of a carbon fiber cloth steel member composite reinforced beam, the carbon fiber cloth steel member composite reinforced beam includes an original structural beam 1, a carbon fiber reinforced layer 3 and a reinforced steel beam 4, and the carbon fiber reinforced layer 3 is modified The epoxy resin adhesive is bonded to the bottom surface of the original structural beam 1, and the top surface of the reinforced steel beam 4 is closely attached to the bottom surface of the carbon fiber reinforcement layer 3, and is tied to the original structural beam 1 through the beam anchor 9. On the whole, the end side of the reinforced steel beam 4 is connected with a connecting plate 5 through high-strength bolts 12, and the ends of the reinforced steel beam 4 and the connecting plate 5 are flush, and both are supported on the inner anchor plate 7 on the inner surface of the structural column 2, And the connection plate is ...

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Abstract

The invention relates to a construction method of a carbon fiber cloth steel member combination strengthening beam, and belongs to the field of structural seismic reinforcement. According to the construction method, as for the portion, where does not satisfy standard requirements after seismic appraisal of an underground space structure, of the beam, the bottom of the beam is firstly reinforced through carbon fiber cloth, and supporting reinforcement is conducted through a newly added H type steel beam structure. Due to the fact that the anchoring measures of steel members and bolts are added to the joint of the beam and a column, the new and original structures can be combined better to achieve the supporting function together. Meanwhile, holes are preformed for the steel members according to actual conditions, a certain amount of prevenient preparation work is conducted on following pipeline engineering, and underground space is utilized effectively. The construction method can well resolve the connection problem between the newly added H type steel beam structure and the original structure.

Description

technical field [0001] The invention relates to an existing building reinforcement technology and construction method which comprehensively adopts carbon fiber and section steel components for reinforcement, and belongs to the field of seismic reinforcement. Background technique [0002] With the rapid development of social economy, the problem of land shortage in big cities is getting worse day by day. Especially in densely populated metropolises, the pressure on land supply in the central urban areas is very prominent. In order to alleviate this contradiction, it is a practical need to carry out the renovation of existing buildings such as old cities or old residential areas, and to utilize the underground space of existing buildings. [0003] However, the technical difficulty of adding floors to existing buildings lies in whether the original structural system can still meet the safety requirements after adding floors, and whether a reliable connection can be formed betw...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02E04B1/98
Inventor 董有万兆鞠树森谢建明
Owner 中南建设集团有限公司
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