JPH0452317A - anchor device - Google Patents

anchor device

Info

Publication number
JPH0452317A
JPH0452317A JP16072190A JP16072190A JPH0452317A JP H0452317 A JPH0452317 A JP H0452317A JP 16072190 A JP16072190 A JP 16072190A JP 16072190 A JP16072190 A JP 16072190A JP H0452317 A JPH0452317 A JP H0452317A
Authority
JP
Japan
Prior art keywords
anchor
carbon fiber
iron
spacer
ring
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.)
Pending
Application number
JP16072190A
Other languages
Japanese (ja)
Inventor
Masahiro Nagumo
政博 南雲
Takashi Morohashi
諸橋 崇
Fujio Shimazu
島津 藤夫
Yuzo Kobayashi
雄三 小林
Toshiyuki Igarashi
五十嵐 敏幸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kowa Co Ltd
Kouwa Co Ltd
Original Assignee
Kowa Co Ltd
Kouwa Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kowa Co Ltd, Kouwa Co Ltd filed Critical Kowa Co Ltd
Priority to JP16072190A priority Critical patent/JPH0452317A/en
Publication of JPH0452317A publication Critical patent/JPH0452317A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To prevent the forming of rust in an anchor device as a whole by using a carbon fiber rod for a tension member of the anchor device composed of iron-made parts for civil engineering works, and ceramics for a spacer, ring, bearing plate, and anchor head respectively. CONSTITUTION:A carbon fiber rod, which carbon fiber is pulled in order in a length direction to be convergently formed in a given rod shape, is adopted for a tension member 1. Also ceramics of zirconia and silicon nitride, etc., is used for a spacer 2, ring 3, bearing plate 4, and anchor head 5. This prevents the forming of rust, and the lowering of durability and original heating force in long time use.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は耐久的に使用される土木工事に使用されるアン
カー装置に係るものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an anchor device used in civil engineering work that is used for a long time.

〔従来の技術及び発明が解決しようとする課題〕[Problems to be solved by conventional technology and invention]

従来のアンカーはすべての金属部品は鉄材が使用されて
いる為長期間使用において錆が発生し易(次第に腐食し
て耐火度や本来の土留力が低下する欠点がある。
All metal parts of conventional anchors are made of iron, so they are prone to rust after long-term use (they have the disadvantage of gradually corroding and reducing fire resistance and original earth retention capacity).

本発明はこの欠点を解決したもので、永久的に錆びない
アンカー装置を提案するものである。
The present invention solves this drawback and proposes an anchor device that is permanently rust-free.

〔課題を解決するための手段〕[Means to solve the problem]

添付図面を参照して本発明の詳細な説明する。 The present invention will now be described in detail with reference to the accompanying drawings.

PC鋼より線を引張材1とし、鉄製のスペーサー2と鉄
製のリング3とにより埋設先端側の略半分をアンカー体
aに固定し、基端略半分を緊引せしめて鉄製の支圧板4
と鉄製のアンカーヘッド5とにより固定するアンカーに
おいて、引張材1に炭素繊維棒を使用し、スペーサー2
とリング3と支圧板4とアンカーヘッド5にセラミック
スを使用したことを特徴とするアンカー装置に係るもの
である。
A PC steel stranded wire is used as the tensile material 1, and approximately half of the buried distal end side is fixed to the anchor body a using an iron spacer 2 and an iron ring 3, and approximately half of the proximal end is tightened to form an iron bearing plate 4.
In the anchor fixed by a steel anchor head 5, a carbon fiber rod is used as the tensile member 1, and a spacer 2 is used.
This relates to an anchor device characterized in that a ring 3, a bearing plate 4, and an anchor head 5 are made of ceramics.

〔作 用〕[For production]

炭素繊維棒もセラミックスも永久的に錆びないので全体
として錆が発生しないアンカー装置となる。
Since neither the carbon fiber rod nor the ceramics will rust permanently, the anchor device as a whole is rust-free.

引っ張り強度に秀れているから一層発明の土留力が秀れ
たものとなる。
Since it has excellent tensile strength, the earth retaining power of the invention is even more excellent.

〔実施例〕〔Example〕

図面の炭素繊維棒は炭素繊維を長さ方向に引き揃えて所
定棒形状に集束成形したものを採用している。
The carbon fiber rod shown in the drawings is made by aligning carbon fibers in the length direction and forming them into a predetermined rod shape.

セラミックスはジルコニア、窒化珪素などを使用する。The ceramics used include zirconia and silicon nitride.

図中符号7はポーリング孔、8はポリエチレンバイブが
多用され、セメントミルク注入後はそのまま残留させる
グラウトホース、9はセメントミルク硬化部、10はコ
ンクリート板、11は緊張状態の引張材1をアンカーヘ
ッド5に止める為のクサビ機構のような適宜な止着手段
、12は空洞若しくは引張材1の緊張後にセメントミル
クを詰入する詰入部、13はセメントミルク硬化部9の
セメントミルクが空洞I2の方に流入することを阻止す
る布製などのパッカー、13′は側倒のポリエチレンバ
イブなどを使用したシースにして引張材1の緊引前に空
洞12内にセメントミルクが参入することを防ぐもので
ある。
In the figure, numeral 7 is a poling hole, 8 is a grout hose that is often used with a polyethylene vibrator, and is left as it is after cement milk is injected, 9 is a cement milk hardening part, 10 is a concrete plate, and 11 is a tension member 1 attached to the anchor head. 5, a suitable fastening means such as a wedge mechanism, 12, a filling part for filling the cavity or cement milk after tensioning the tensile material 1, and 13, a filling part for filling the cement milk in the cement milk hardening part 9 into the cavity I2. The packer 13', made of cloth or the like, is a sheath made of a polyethylene vibrator or the like, which is tilted on its side, to prevent cement milk from entering the cavity 12 before the tensile material 1 is tensioned.

〔発明の効果〕 本発明は上述のように従来の鉄製部品を全部耐久的に錆
びない炭素繊維棒及びセラミックスにしたから永久的に
錆びないアンカーとなり、且つ炭素繊維棒を引張材とし
たから土留力も秀れたものになるなど新しいアンカー装
置として秀れた実用性を発揮する。
[Effects of the Invention] As mentioned above, the present invention replaces all conventional iron parts with durable rust-proof carbon fiber rods and ceramics, resulting in a permanently rust-free anchor, and uses carbon fiber rods as a tensile material to create an earth retaining structure. It has excellent strength and demonstrates excellent practicality as a new anchor device.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の一実施例を示すもので、第1図・第2図
はアンカー装置の断面図である。 a・・・アンカー体、1・・・引張材、2・・・スペー
サー3・・・リング、4・・・支圧体、5・・・アンカ
ーヘッド。
The drawings show one embodiment of the present invention, and FIGS. 1 and 2 are sectional views of the anchor device. a... Anchor body, 1... Tensile material, 2... Spacer 3... Ring, 4... Bearing body, 5... Anchor head.

Claims (1)

【特許請求の範囲】[Claims] PC鋼より線を引張材とし、鉄製のスペーサーと鉄製の
リングとにより埋設先端側の略半分をアンカー体に固定
し、基端略半分を緊引せしめて鉄製の支圧板と鉄製のア
ンカーヘッドとにより固定するアンカーにおいて、引張
材に炭素繊維棒を使用し、スペーサーとリングと支圧板
とアンカーヘッドにセラミックスを使用したことを特徴
とするアンカー装置。
A prestressed steel stranded wire is used as a tensile material, and approximately half of the buried distal end is fixed to the anchor body using an iron spacer and an iron ring, and approximately half of the proximal end is tightened to connect an iron bearing plate and an iron anchor head. An anchor device that uses a carbon fiber rod as a tensile material and uses ceramics as a spacer, a ring, a bearing plate, and an anchor head.
JP16072190A 1990-06-19 1990-06-19 anchor device Pending JPH0452317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16072190A JPH0452317A (en) 1990-06-19 1990-06-19 anchor device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16072190A JPH0452317A (en) 1990-06-19 1990-06-19 anchor device

Publications (1)

Publication Number Publication Date
JPH0452317A true JPH0452317A (en) 1992-02-20

Family

ID=15721035

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16072190A Pending JPH0452317A (en) 1990-06-19 1990-06-19 anchor device

Country Status (1)

Country Link
JP (1) JPH0452317A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311653A (en) * 1992-05-15 1993-11-22 Railway Technical Res Inst Tension reinforcing body constructing device
JPH05311652A (en) * 1992-05-15 1993-11-22 Railway Technical Res Inst Tension reinforcing body constructing device
JPH06128954A (en) * 1992-10-20 1994-05-10 Railway Technical Res Inst Tensile reinforcing member construction device
KR100270603B1 (en) * 1997-06-09 2000-11-01 정문선 Earth amchor
JP2014156698A (en) * 2013-02-14 2014-08-28 Raito Kogyo Co Ltd Foundation reinforcement method and reinforcement structure
JP2015040462A (en) * 2013-08-23 2015-03-02 積水化学工業株式会社 Ground anchor and ground anchor method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518714A (en) * 1974-06-19 1976-01-23 Rooshingaa Ag
JPS62291323A (en) * 1986-06-10 1987-12-18 Taisei Corp Earth anchor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518714A (en) * 1974-06-19 1976-01-23 Rooshingaa Ag
JPS62291323A (en) * 1986-06-10 1987-12-18 Taisei Corp Earth anchor

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311653A (en) * 1992-05-15 1993-11-22 Railway Technical Res Inst Tension reinforcing body constructing device
JPH05311652A (en) * 1992-05-15 1993-11-22 Railway Technical Res Inst Tension reinforcing body constructing device
JPH06128954A (en) * 1992-10-20 1994-05-10 Railway Technical Res Inst Tensile reinforcing member construction device
KR100270603B1 (en) * 1997-06-09 2000-11-01 정문선 Earth amchor
JP2014156698A (en) * 2013-02-14 2014-08-28 Raito Kogyo Co Ltd Foundation reinforcement method and reinforcement structure
JP2015040462A (en) * 2013-08-23 2015-03-02 積水化学工業株式会社 Ground anchor and ground anchor method

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