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Reinforcing structure at steel box girder bridge pier and construction method of steel box girder with this structure

A technology for strengthening structures and steel box girders, applied in bridge reinforcement, bridges, bridge parts, etc., can solve problems such as inability to inspect high tensile bolts and nuts loose, increase the cost of steel box girders, and difficult maintenance and management, and achieve inspection and Ease of maintenance, longer life, and increased durability

Active Publication Date: 2019-01-04
WOO KYUNG TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the high-tensile bolts and nuts between the unit sections of the steel box girder will be buried in the poured concrete of the lower flange, the looseness of the high-tensile bolts and nuts cannot be checked during use, so maintenance management difficulties
In the case of steel box girders, a large negative bending moment will act on the bridge pier. To cope with this effect, there is a problem of increasing the cost of the entire steel box girder when manufacturing the steel box girder.

Method used

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  • Reinforcing structure at steel box girder bridge pier and construction method of steel box girder with this structure
  • Reinforcing structure at steel box girder bridge pier and construction method of steel box girder with this structure
  • Reinforcing structure at steel box girder bridge pier and construction method of steel box girder with this structure

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Embodiment Construction

[0055] refer to Figure 1a to Figure 2d, according to an embodiment of the present invention, the steel box girder (1) bridge pier double composite reinforced structure can be formed on the lower flange (17) of the steel box girder (1) negative bending moment interval formed by connecting several unit sections, Pouring high-strength concrete (30) and installing several punching reinforcement clips (40) and shear reinforcement bars (49). The above-mentioned steel box girder (1) unit section is connected by high tensile bolts (51) and nuts (53), and the upper flange (15) of the steel box girder (1) can also be combined with the upper flange reinforcement (60), The upper flange reinforcement ribs (70) etc. can also be combined with the lower flange reinforcement ribs (80), lower flange reinforcements (90) etc. at the lower flange (17). The steel box girder (1) is composed of several unit sections connected by the upper flange (15), the lower flange (17) and the abdomen (19), and...

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Abstract

The invention relates to a reinforcing structure at a bridge pier of a steel box girder and a construction method thereof. The double-synthesis reinforcing structure at the bridge pier of the steel box girder comprises high-strength concrete poured on a lower flange at the bridge pier of the steel box girder and a plurality of punching reinforcing clamps configured in a radial manner, embedded in the high-strength concrete, and used for restraining punching cracks occurring at the bridge pier of the steel box girder. According to the structure and the construction method with the structure, the high-strength concrete can be synthesized on the lower flange at the bridge pier of the steel box girder, the plurality of punching reinforcing clamps formed by fine steel plates, a plurality of steel bars, and convex heads are configured and embedded in the high-strength concrete in a radial manner, the compression strength can be economically increased through the high-strength concrete, and the punching cracks are restrained through the punching reinforcing clamps so that the lifetime is substantially prolonged.

Description

technical field [0001] The invention relates to a reinforced structure at the bridge pier of a steel box girder and a construction method of the steel box girder with the structure, in particular to a double composite reinforcement structure and a construction method of the steel box girder with the structure. Background technique [0002] Such as Figure 9a and Figure 9b As shown, the traditional technology pours concrete on the lower flange of the negative moment zone as a double composite reinforcement structure of the steel box girder, and the poured concrete resists compression to increase the efficiency of the steel box girder while saving the use of high-priced steel. At this time, the concrete poured on the lower flange of the negative bending moment section shall be poured with a constant section in the entire pouring section, or poured with a thicker variable section at some piers. However, when the above-mentioned traditional technology is used for more than 30-...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/02E01D22/00E01D2/04
CPCE01D2/04E01D19/02E01D22/00E01D21/00E01D2101/32F16B37/061F16B39/20
Inventor 卢京范卢禹铉卢玉根卢实根
Owner WOO KYUNG TECH
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