To provide a reinforcement structure for column-beam connection part that can exhibit beam flexural strength that a structure designer assumes by effectively reinforcing a column-beam joint part without increasing a column sectional size nor a column main reinforcement amount.
A reinforcement bar 20 is arranged along a column main reinforcement 11 in a column-beam joint part 1 to be a joint part between a column 10 and a beam 30 of a reinforced-concrete structure. Fixation parts 21, 21 of the reinforcement bar 20 are fixed to concrete 3 of the column-beam joint part. An upper end of the reinforcement bar 20 is positioned above a top beam main reinforcement 31 in the column-beam joint part 1 and a lower end of the reinforcement bar 20 is positioned below a bottom beam main reinforcement 31 in the column-beam joint part 1.
SUGIYAMA TOMOAKI
HATTORI ATSUSHI
SHINNO TATSU
JP2010255227A | 2010-11-11 | |||
JP2007009609A | 2007-01-18 | |||
JPH0810081Y2 | 1996-03-27 |
Etsuo Tada
Nosho Machida