Method for reinforcing wall structure through telescopic flat steel system
A wall structure and wall technology, applied in building components, building structures, building maintenance, etc., can solve the problems of poor plastic deformation capacity of carbon fiber cloth, inability to meet structural seismic capacity, limited improvement of wall seismic capacity, etc., to achieve Reduce assembly, increase anti-overturning performance, and good reinforcement effect
Active Publication Date: 2021-12-24
JIANGSU OCEAN UNIV
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Problems solved by technology
[0005]The reinforced mesh mortar surface layer reinforcement method has limited improvement of the seismic capacity of the wall, and cannot meet the needs of greatly improving the seismic capacity of the structure, and has certain limitations
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[0037] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. The following description of at least one exemplary embodiment is merely illustrative in nature and in no way taken as limiting the invention, its application or uses. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.
[0038] It should be noted that the terminology used here is only for describing specific implementations, and is not intended to limit the exemplary implementations according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include...
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The invention relates to the technical field of house reinforcement, in particular to a method for reinforcing a wall structure through a telescopic flat steel system. The method comprises the following steps that 1, angle steel is arranged at four corners of a wall; 2, a telescopic flat steel belt is installed, and the telescopic flat steel belt is fixed through angle steel at the four corners of the wall body; and 3, a horizontal fixing flat steel belt and a vertical fixing flat steel belt are arranged on the telescopic flat steel belt, the telescopic flat steel belt, the horizontal fixing flat steel belt and the vertical fixing flat steel belt are all fixedly connected with the wall, and the angle steel, the telescopic flat steel belt, the horizontal fixing flat steel belt and the vertical fixing flat steel belt form a flat steel reinforcing layer. By the adoption of the method, construction is convenient, operation is easy, special large construction equipment is not needed, damage to the masonry wall to be reinforced is small, and production and life are not affected; and the method has certain economical efficiency and reliability, and is suitable for maintenance and reinforcement work of a large-scale whole wall body.
Description
technical field [0001] The invention relates to the technical field of building reinforcement, in particular to a method for strengthening a wall structure with a stretchable flat steel system. Background technique [0002] At present, there are a large number of masonry structure houses in rural areas of our country. In the early days, they were widely used due to their low price and convenient materials. As time goes by, masonry structures generally suffer from degradation of material properties, and insufficient wall bearing capacity due to reduced performance of bonding materials. Therefore, there is an urgent need for reinforcement technology for masonry walls. [0003] Domestically, for buildings with insufficient seismic bearing capacity of masonry walls, the commonly used reinforcement methods include reinforced concrete surface layer reinforcement method, reinforced mesh cement mortar surface layer reinforcement, and pasting carbon fiber cloth. For buildings whose ...
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IPC IPC(8): E04G23/02E04B1/98E04H9/02
CPCE04G23/0218E04G23/0222E04B1/98E04H9/021E04H9/027
Inventor 宋明志朱峥丰村刘钟徐亮徐宏博
Owner JIANGSU OCEAN UNIV