Composite material reinforcing device for box-type concrete structure and construction method thereof: Fid-Bau Portal

Composite material reinforcing device for box-type concrete structure and construction method thereof

PARK CHUN-WOOK

The present invention relates to a composite material reinforcing device for a concrete structure and a construction method therefor, and provides a composite material reinforcing device which is formed to have a length in a front-rear direction to achieve seismic reinforcement of a box-type concrete structure, the composite material reinforcing device comprising: a central part which includes: a frame part which is formed so as to have a longitudinal direction centered on the longitudinal direction and a longitudinal direction centered on the longitudinal direction; an inner space having a trapezoidal cross section; a partition plate part which divides the internal space into at least one divided space; and a reinforcing part located at the upper and lower ends of the central part, integrally formed and covering the central part, the reinforcing part comprising: a first plate located at the upper end of the central part and covering the upper portion of the central part; a second plate which is bent so as to correspond to the shape of the central part, and which is positioned at the lower end of the central part so as to cover the lower part of the central part; and an extension portion formed by extending the first plate and the second plate from both side end portions of the central portion and joining the first plate and the second plate to each other.

本发明涉及一种混凝土结构物的复合材料加固装置及其施工方法，提供一种复合材料加固装置，形成为具有前后方向的长度以实现箱型混凝土结构物的抗震加固，包括：中央部，其包括：边框部，其形成为具有以长度方向为中心，横切面呈梯形形状的内部空间；隔板部，其将上述内部空间划分为至少一个区划空间；以及加固部，其位于上述中央部的上下端且一体成型并覆盖上述中央部，上述加固部包括：第一板，其位于上述中央部的上端并覆盖上述中央部的上侧部分；第二板，其以与上述中央部的形状相对应的方式弯折，并位于上述中央部的下端，从而覆盖上述中央部的下侧部分；以及延长部，其通过上述第一板和第二板从上述中央部的两侧端部延长并相互接合而形成。

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