CONSTRUCTING METHOD OF TIED COLUMN USING STIRRUP WITH ANCHORED ENDS

摘要

The present invention one side of the other end of the vertical rebar reinforced belt with one end side of the belt reinforced wrapped in a predetermined angle (bending), reinforcement belt and belt one end of the other end of the poles reinforced concrete core (CORE) was placed into the not so curved and vertical loads and seismic reinforcement of the structure of a circular cross section reinforced concrete columns relates to a construction method, with a clockwise or counterclockwise direction at a predetermined interval in the first step of installing a plurality of vertical reinforcement vertically upward; After the first step, and then by bending the ends of the reinforcement strip made of an anchor portion, and a second step for making the reinforcement strip to be positioned in a circular curve in the inner peripheral surface of the anchor portion; After the second step, a third step of sequentially positioned on the outer peripheral surface of the vertical reinforcement to said circular curve of the band-reinforced; After the third step, in sequence, raise the top of the reinforced belt positioned above the circular curve, on the side of the other end portion of the one end side of the band and the band-reinforced reinforcement of the circular curve as one regular intervals in the vertical rebar tied up, one end of the band after the anchor portion and to position the anchor at the other end of the pole into a strip reinforced concrete core (CORE) of reinforcement, installation of formwork and the fourth to pouring concrete to form the pillars of concrete core including the step, the circular curve in the vertical rebar reinforcement strip being installed at regular intervals. ;