Composite pier anti-seismic reinforcement structure and construction method thereof

A reinforced structure and composite technology, applied in the direction of bridge reinforcement, bridges, bridge parts, etc., can solve the problems that the seismic rating of buildings cannot meet the current code requirements, insufficient seismic bearing capacity, waste of resources, etc., to achieve simple structure and good reinforcement The effect of improving the function and energy consumption capacity

Pending Publication Date: 2019-07-19
FUZHOU UNIVERSITY
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Problems solved by technology

[0002] Most of the earthquake damage of bridge structures is concentrated in the substructure of the bridge, and the phenomenon of bridge earthquake damage of double-column piers is mostly the plastic hinge damage of the pier columns near the base of the cap beam. For these buildings, if they are all demolished, it will not only cause environmental pollution , which w

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  • Composite pier anti-seismic reinforcement structure and construction method thereof
  • Composite pier anti-seismic reinforcement structure and construction method thereof
  • Composite pier anti-seismic reinforcement structure and construction method thereof

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[0019] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0020] Such as Figure 1-3 As shown, a composite pier seismic reinforcement structure includes a cover beam and a cap connected by a pier column. The top and bottom of the pier column are provided with several vertical grooves. There are reserved holes matching the vertical grooves vertically on the side, steel bars are arranged in the vertical grooves, and the steel bars extend into the reserved holes, and ordinary concrete wrapping the vertical grooves are arranged on the top and bottom of the piers. layer, the ordinary concrete layer is wrapped with FRP cloth circumferentially, and there is a pouring gap between the FRP cloth and the ordinary concrete layer, and the pouring gap is filled with an expansive concrete layer, which provides prestress to the ordinary concrete through the expansive concrete.

[0021] In this embodiment, the depth of

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Abstract

The invention relates to a composite pier anti-seismic reinforcement structure and a construction method thereof. The composite pier anti-seismic reinforcement structure comprises a cover beam and a bearing platform which are connected through pier columns, a plurality of vertical grooves are formed in the peripheries of the tops and bottoms of the pier columns, preformed holes matched with the vertical grooves are formed in the lower side surface of the cover beam and the upper side surface of the bearing platform, steel bars are arranged in the vertical grooves, and the steel bars extend into the preformed holes. Common concrete layers are arranged on the peripheries of the tops and bottoms of the pier columns, wherein the vertical grooves are coated with the common concrete layers, theouter sides of the common concrete layers are circumferentially coated with FRP cloth, pouring gaps are reserved between the FRP cloth and the common concrete layers, and the pouring gaps are filled with expansion concrete layers. The composite pier anti-seismic reinforcement structure and the construction method thereof have the advantages of simple structure, reasonable design and convenient construction, joint reinforcement is carried out by the implanted steel bars and FRP materials, the shear resistance bearing capacity, deformation performance, stiffness degradation, ductility, energy dissipation capacity and the like of a pier are improved to varying degrees, the anti-seismic vulnerability of the pier is reduced, a good fixing role can be achieved, and the structure can further be used for reinforcing the pier after an earthquake.

Description

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Claims

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Application Information

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Owner FUZHOU UNIVERSITY
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