To join a precast concrete beam and a precast concrete pole with high construction efficiency.
The precast concrete pole 1 is integrated by winding a steel sheet 3 around a precast concrete pole member 2 at a plant beforehand and joining a steel member 4 of H-shape in cross section to the steel sheet 3 in such a manner as to be orthogonal to the precast concrete pole member. The precast concrete beam 11 is integrated by attaching a steel member 14 of H-shape in cross section to the end of a precast concrete beam member 12 at a plant beforehand. At site, the precast concrete pole 1 is vertically installed and fixed, the precast concrete beam 11 is lifted, and the steel member 4 and the steel member 14 are joined to each other with bolts with a brace 7 interposed therebetween.
ASAKA MIHARU
JPH0416653A | 1992-01-21 | |||
JPH0337103U | 1991-04-10 |
Tadashi Takahashi
Takashi Watanabe
Yoshifumi Saeki