JP2005256352A5 - - Google Patents
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- JP2005256352A5 JP2005256352A5 JP2004067655A JP2004067655A JP2005256352A5 JP 2005256352 A5 JP2005256352 A5 JP 2005256352A5 JP 2004067655 A JP2004067655 A JP 2004067655A JP 2004067655 A JP2004067655 A JP 2004067655A JP 2005256352 A5 JP2005256352 A5 JP 2005256352A5
- Authority
- JP
- Japan
- Prior art keywords
- post
- reinforced concrete
- protective fence
- ground
- fence post
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Claims (3)
地中に埋没する地中部及び前記緩衝材を装着する地上部の支柱全体を、前記緩衝材の装着部と共に高強度高耐久性コンクリートを用いて一体成型して成り、
前記支柱を立設し、規定高さ位置に衝突荷重に対応する水平荷重を与え、前記規定高さの変形量が一定範囲であることを特徴とする鉄筋コンクリート製防護柵支柱。 It is a protective fence post made of reinforced concrete of a protective fence that is formed by placing a shock-absorbing shock absorbing material inside a post standing on the roadside,
The whole strut of the underground part buried in the ground and the above-ground part on which the cushioning material is mounted is integrally molded using high-strength and highly durable concrete together with the mounting part of the cushioning material,
A reinforced concrete protective fence post, wherein the post is erected, a horizontal load corresponding to a collision load is applied to a specified height position, and a deformation amount of the specified height is within a certain range.
路面の支柱設置位置に前記地中部の寸法より大きな寸法の支柱挿入孔を開設し、
前記支柱挿入孔に前記地中部を挿入後、前記支柱の外表面と前記挿入孔の内壁面との間に生ずる空隙に衝撃緩和に有効な充填材を補填して緩衝構造を形成させたことを特徴とする鉄筋コンクリート製防護柵支柱の設置方法。 It is a method of installing a reinforced concrete guard fence post formed by integrally molding the ground part embedded in the ground and the entire ground part to which the cushioning material is attached using high durability concrete,
Open a strut insertion hole with a dimension larger than the dimension of the underground part at the strut setting position on the road surface,
After inserting the underground part into the support post insertion hole, a gap formed between the outer surface of the support post and the inner wall surface of the insert hole is supplemented with a filler effective for shock relaxation to form a buffer structure. How to install a reinforced concrete protective fence post.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004067655A JP4395393B2 (en) | 2004-03-10 | 2004-03-10 | Reinforced concrete protective fence post |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004067655A JP4395393B2 (en) | 2004-03-10 | 2004-03-10 | Reinforced concrete protective fence post |
Publications (3)
Publication Number | Publication Date |
---|---|
JP2005256352A JP2005256352A (en) | 2005-09-22 |
JP2005256352A5 true JP2005256352A5 (en) | 2007-03-22 |
JP4395393B2 JP4395393B2 (en) | 2010-01-06 |
Family
ID=35082356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2004067655A Expired - Lifetime JP4395393B2 (en) | 2004-03-10 | 2004-03-10 | Reinforced concrete protective fence post |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4395393B2 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101092756B1 (en) | 2011-09-01 | 2011-12-09 | 주식회사 건영종합전기 | Vehicular impact absorbing protection guard for a ground electrical power equipment having bumper |
CN103806384A (en) * | 2013-10-21 | 2014-05-21 | 芜湖长启炉业有限公司 | Highway safety protective fence |
JP6863911B2 (en) * | 2018-01-24 | 2021-04-21 | 四国化成工業株式会社 | How to install a bollard |
CN108716185B (en) * | 2018-07-16 | 2024-03-26 | 广州市市政工程设计研究总院有限公司 | Top plate grouting connection prefabricated reinforced concrete side anti-collision guardrail |
CN117521195A (en) * | 2023-10-24 | 2024-02-06 | 安徽省交通规划设计研究总院股份有限公司 | Guardrail reinforcement method and method for checking matching with cantilever plate by using reinforcement |
-
2004
- 2004-03-10 JP JP2004067655A patent/JP4395393B2/en not_active Expired - Lifetime
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