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Title:
鉄筋コンクリート構造物
Document Type and Number:
Japanese Patent JP6836476
Kind Code:
B2
Abstract:
To employ a mechanical anchorage method to an axial reinforcement by setting a surface of the axial reinforcement in a range in which a fracture surface of a cone-shaped fracture region reaches a surface of concrete as an unboned region, and to effectively prevent the occurrence of side-face exfoliation fracture at the concrete.SOLUTION: A reinforced concrete structure comprises concrete 21, and an axial reinforcement which is embedded into the concrete 21, and the axial reinforcement includes a mechanical anchorage member attached to its tip, and an unboned region 16 which is formed on a surface of a range having a prescribed length from the mechanical anchorage member. The prescribed length is a length in an axial direction up to a position in which a fracture face 22a of a cone-shaped fracture region 22 reaches a surface 21a of the concrete 21 which extends in parallel with the axial direction of the axial reinforcement.SELECTED DRAWING: Figure 4

Inventors:
Atsushi Kura
Toshiya Tadokoro
Hiroki Nakata
Application Number:
JP2017158973A
Publication Date:
March 03, 2021
Filing Date:
August 22, 2017
Export Citation:
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Assignee:
Railway Technical Research Institute
International Classes:
E01D1/00; E01D19/02; E04C5/12; E04G21/12
Domestic Patent References:
JP7166649A
JP2001020296A
JP5025832A
JP2001295220A
JP2016142001A
JP7247632A
JP2012184560A
JP2018053563A
Attorney, Agent or Firm:
Toshiaki Aoki
Mamoru Shimizu
Makoto Kawai