To provide a new reinforcing method capable of reinforcing an existing in-river concrete pier without causing, for example, a problem about an inhibition ratio of a bridge, which arises in conventional concrete reinforcement, or a problem about an increase in running cost, which arises from the need for frequent recoatings of a rust-proof paint, etc., in steel-plate reinforcement.
An outer peripheral surface of the in-river concrete pier P is covered with a cylindrical reinforcing steel-plate layer 1; a fiber reinforced layer 2, which is composed of a high-strength continuous fiber sheet, is formed all over an outer peripheral surface of the layer 1; and after that, a resin protective layer 3 is formed on an outer peripheral surface of the layer 2.
SHINDO YASUO
NABESHIMA MASUHIRO
DAIICHI GIKEN CONSULTANT KK
TAISEI ROTEC CORP
JPS61199927A | 1986-09-04 | |||
JPS5796149A | 1982-06-15 | |||
JPH03113016A | 1991-05-14 | |||
JP2001146815A | 2001-05-29 | |||
JP2001049202A | 2001-02-20 | |||
JPH0978849A | 1997-03-25 | |||
JPH1088822A | 1998-04-07 | |||
JP2000257023A | 2000-09-19 | |||
JPH08218645A | 1996-08-27 | |||
JPH06101215A | 1994-04-12 | |||
JPH101881A | 1998-01-06 | |||
JPH1088821A | 1998-04-07 | |||
JPH1150448A | 1999-02-23 | |||
JPH0971908A | 1997-03-18 |
Next Patent: STRUCTURE AND METHOD FOR JOINING STEEL PIPES TOGETHER