JPH10176328A - Removal anchor - Google Patents

Removal anchor

Info

Publication number
JPH10176328A
JPH10176328A JP33829096A JP33829096A JPH10176328A JP H10176328 A JPH10176328 A JP H10176328A JP 33829096 A JP33829096 A JP 33829096A JP 33829096 A JP33829096 A JP 33829096A JP H10176328 A JPH10176328 A JP H10176328A
Authority
JP
Japan
Prior art keywords
pulling
core material
tension
tension member
extension
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
Application number
JP33829096A
Other languages
Japanese (ja)
Other versions
JP2896662B2 (en
Inventor
Akira Okifuji
明 沖藤
Toshimitsu Hirabe
俊光 平部
Yasuo Miyazaki
康雄 宮崎
Masaaki Ohinata
正明 大日向
Hirohisa Tanimuro
裕久 谷室
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.)
V S L JAPAN KK
Osaka Bousui Construction Co Ltd
Original Assignee
V S L JAPAN KK
Osaka Bousui Construction 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 V S L JAPAN KK, Osaka Bousui Construction Co Ltd filed Critical V S L JAPAN KK
Priority to JP33829096A priority Critical patent/JP2896662B2/en
Publication of JPH10176328A publication Critical patent/JPH10176328A/en
Application granted granted Critical
Publication of JP2896662B2 publication Critical patent/JP2896662B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PROBLEM TO BE SOLVED: To simplify extraction and collection work and to reduce cost by extending a core material from a center of an extending tool, installing a drawing guide tool and separating a hardening material as mortar, etc., attached on a tension member by the guide tool. SOLUTION: A hardening material of mortar, etc., in the circumference is broken by a wedge type extending tool 5 while extracting a core material 1 at first at the time of collecting an anchor A buried under ground and fixed by filling mortar, etc., in the circumference by extracting it after it is used. Simultaneously at the time of extracting this core material 1, the hardening material attached on a tension member 2 is separated by a drawing guide tool 6 having a through hole 7 and furnished with a knife-edge part 11 which is fastened on the core material 1. Thereafter, when extraction of the core material 1 is finished, the tension member 2 is extracted and collected. Consequently, it is possible to easily and certainly extract a cable anchor.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中に構築後、不
要になったときは、地中から引き抜き回収することがで
きる除去アンカーに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a removal anchor that can be pulled out of the ground and collected when it is no longer needed after being constructed in the ground.

【0002】[0002]

【従来の技術】従来、除去アンカーとして、アンカー構
築後、不要になったときは、芯材を先端に固着の拡張材
(楔材)と共に抜き出し、この抜き出しにつれ該芯材の
周囲に配されている複数本の引っ張り材を押し拡げなが
らその周囲の硬化材(モルタル)を破壊して行き、もっ
て引っ張り材を硬化材との付着からフリーとなし、引っ
張り材の引き抜き回収を可能にする除去アンカーが提案
されている(例えば特公昭56−11006号参照)。
2. Description of the Related Art Conventionally, as a removal anchor, when it is no longer necessary after constructing an anchor, a core material is extracted together with an expanded material (wedge material) fixed to the tip, and is arranged around the core material with the extraction. While removing and expanding the multiple tension members, the surrounding hardening material (mortar) is destroyed, and the tension material is free from the adhesion with the hardening material, and the removal anchor that allows the pulling material to be pulled out and collected It has been proposed (for example, see Japanese Patent Publication No. 56-11006).

【0003】[0003]

【発明が解決しようとする課題】ところが、上記構成の
除去アンカーのように、硬化材を例えば楔形の拡張具の
抜き出しにつれる拡張によって単に破壊するに過ぎない
場合は、破壊された硬化材の一部が引っ張り材に付着し
た状態のままで残り、引っ張り材の引き抜きが出来なか
ったり、引き抜きが可能である場合であっても引き抜き
に大きな力を要し、油圧ジャッキなどの引き抜き装置の
適用が不可欠となるなどの問題点があった。
However, in the case where the hardened material is simply destroyed by expansion, for example, when a wedge-shaped dilator is withdrawn, as in the case of the removal anchor having the above structure, one of the broken hardened materials is used. The part remains attached to the pulling material, and even if the pulling material cannot be pulled out or it can be pulled out, a large force is required for pulling out, and it is essential to apply a pulling device such as a hydraulic jack And other problems.

【0004】かかる問題点を解消するために、硬化材の
中に圧力によって硬化材が動き破砕できるような可縮空
間を設けるという、提案がなされている(例えば特開平
5−263423号公報参照 )。
In order to solve such a problem, it has been proposed to provide a shrinkable space in the hardening material so that the hardening material can be moved and crushed by pressure (for example, see Japanese Patent Application Laid-Open No. 5-263423). .

【0005】可縮空間を設ける方式の除去アンカーは、
硬化材の破壊を助長することが出来るかもしれないが、
硬化材の一部が引っ張り材に付着残存するという恐れが
依然として解消されないばかりか、可縮空間を設けるた
めに多量の可縮材の使用が必要となり、可縮材の多量消
費並びに配設作業の手数により工事費の高騰を招くとい
う問題点があった。
[0005] The removal anchor of the method of providing a contractible space,
May be able to help the hardener break down,
Not only does the fear that some of the hardened material adhere to the tensile material remains, but it also requires the use of a large amount of shrinkable material in order to provide a shrinkable space, which results in a large amount of use of the shrinkable material and the need for installation work. There was a problem that the construction cost was soared due to trouble.

【0006】本発明は、上記従来の問題点を一掃するこ
とを目的としてなされたものである
[0006] The present invention has been made to solve the above-mentioned conventional problems.

【0007】。[0007]

【課題を解決するための手段】本発明は、アンカー構築
状態に於いて、芯材を先端部に固着の拡張具と共に地上
に向け抜き出し、この抜き出しにつれ該芯材の周囲に配
設されている複数本の引っ張り材を押し拡げながらその
周囲の硬化材を破壊して行くことにより、引っ張り材を
硬化材の付着からフリーになす除去アンカーに於いて、
芯材は拡張具の中心部から先方へ延出し、引っ張り材は
拡張材の周囲を径方向への拡張状態の下に通過して先方
へ延出し、芯材の延出部の先端部に拡張具との間に距離
を隔てて引き寄せガイド具が中心部に於いて固着され、
引き寄せガイド具は周辺部に貫通孔を備え、該貫通孔内
に、引っ張り材の延出部が拡張状態から径方向中心に向
け引き寄せられた状態でフリーに貫通され、引き寄せガ
イド具の外径は、引っ張り材の拡張部の外径よりも小さ
く設定されていることを特徴とする除去アンカーに係
る。
According to the present invention, in a state in which an anchor is constructed, a core material is extracted to the ground together with an expansion tool fixed to a distal end portion, and is disposed around the core material with the extraction. In the removal anchor that makes the tension material free from the adhesion of the hardening material by destroying the surrounding hardening material while pushing and expanding the multiple pulling materials,
The core extends forward from the center of the expander, and the puller extends under the radially expanded condition around the expander and extends forward, extending to the tip of the core extension A pulling guide tool is fixed at the center at a distance from the tool,
The pulling guide device has a through hole in the peripheral portion, and in the through hole, the extending portion of the pulling material is freely penetrated while being drawn toward the radial center from the expanded state, and the outer diameter of the pulling guide device is The removal anchor is characterized in that it is set to be smaller than the outer diameter of the expanded portion of the tension member.

【0008】[0008]

【発明の実施の形態】以下に、本発明の一実施形態を添
付図面に基づき説明すると次の通りである。図1は本発
明除去アンカーの定着状態を示し、図中、Aは本発明除
去アンカー、Bはアンカー幹体を構成しているセメント
モルタルなどの硬化材、Cは削孔をそれぞれ示してい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 shows the fixing state of the removal anchor of the present invention. In the figure, A indicates the removal anchor of the present invention, B indicates a hardening material such as cement mortar constituting an anchor trunk, and C indicates a hole.

【0009】図2は本発明除去アンカーAを示し、該除
去アンカーAは基端側から順に、自由長部A1、定着長
部A2、拡張部A3及び引き寄せガイド部A4を備えてい
る。
FIG. 2 shows a removal anchor A according to the present invention. The removal anchor A is provided with a free length portion A 1 , a fixing length portion A 2 , an extension portion A 3 and a pulling guide portion A 4 in order from the base end side. I have.

【0010】自由長部A1は、硬化材Bとの付着からフ
リーになる部分であり、図3に示すように、芯材1及び
その周囲に配された複数本例えば8本の引っ張り材2に
は、シース3,4が施され、該シース3,4により硬化材
Bとの付着から隔離される。
The free length portion A 1 is a portion which is free from the adhesion with the hardening material B. As shown in FIG. 3, the core material 1 and a plurality of, for example, eight tension members 2 disposed around the core material 1. Are provided with sheaths 3 and 4, and the sheaths 3 and 4 isolate the adhesive from the hardening material B.

【0011】定着長部A2は、硬化材Bとの付着により
定着部を構成する部分であり、図4に示すように、芯材
1はシース3により硬化材Bとの付着から隔離される
が、その周囲の引っ張り材2からはシースが剥離除去さ
れており、よって該引っ張り材2はそれぞれ硬化材Bに
直接付着し定着部を構成する。
The fixing length portion A 2 is a portion constituting a fixing portion by adhesion to the hardening material B. As shown in FIG. 4, the core material 1 is isolated from the adhesion to the hardening material B by the sheath 3. However, the sheath is peeled off and removed from the tensile member 2 around it, so that each of the tensile members 2 directly adheres to the hardening material B to form a fixing portion.

【0012】拡張部A3は拡張具5を設置する部分であ
り、図2に示すように、芯材1上にはシースを除去した
状態で拡張具5が中心の取り付け穴5bに於いて取り付
け固定され、基端側に楔部5aを備えている。芯材1の
周囲に配された引っ張り材2は拡張具5の周囲に於いて
外方へ拡張され、更にこの拡張状態の下に先方へ延出し
ている。
[0012] extension A 3 is a portion of installing the dilator 5, as shown in FIG. 2, on the core 1 at the mounting hole 5b dilator 5 is centered in the state removing the sheath mounting It is fixed and has a wedge portion 5a on the base end side. The tension member 2 disposed around the core member 1 is expanded outward around the dilator 5, and further extends forward under this expanded state.

【0013】引き寄せガイド部A4は引き寄せガイド具
6を設置する部分であり、図2に示すように、芯材1上
に円形乃至これと類似する形状の引き寄せガイド具6が
中心部の取り付け穴6aに於いて取り付け固定されてい
る。該ガイド具6の外径は引っ張り材2の拡張部A3
最大外径よりも小さく、周辺部には複数個の貫通孔7が
設けられ、、該貫通孔7内には引っ張り材2の延出部2
aのそれぞれが中心方向に引き寄せられた状態でフリー
に挿通されている。
[0013] attracted a partial guide section A 4 is to place the guide member 6 drawn, as shown in FIG. 2, mounting holes attracted guide member 6 is central shape similar circular or thereto on core 1 6a. The outer diameter of the guide member 6 is smaller than the maximum outer diameter of the extended portion A 3 of the tension member 2, the peripheral portion a plurality of through holes 7 is provided ,, the through the hole 7 of the tension member 2 Extension 2
a are freely inserted while being drawn toward the center.

【0014】引っ張り材2の貫通孔7への挿通は、図5
に示すように、貫通孔7を引っ張り材2と同じ数だけ設
け、引っ張り材2を貫通孔7のそれぞれに1本ずつ挿通
してもよいし或いは複数本例えば2本(図6参照)又は
4本(図7参照)を一組として挿通するようにしてもよ
い。
The insertion of the tension member 2 into the through hole 7 is shown in FIG.
As shown in FIG. 6, the same number of through holes 7 as the number of pull members 2 may be provided, and one of the pull members 2 may be inserted into each of the through holes 7, or a plurality of pull members 2 such as two (see FIG. 6) or 4 Books (see FIG. 7) may be inserted as a set.

【0015】拡張具5と引き寄せガイド具6との間には
図2に示すように間隔が明けられ、この間隔部aの箇所
では、引っ張り材2の拡張の度合は先端方に向け漸進的
に減少している。
As shown in FIG. 2, a space is formed between the expansion tool 5 and the pulling guide tool 6, and at this space a, the degree of expansion of the tension member 2 is gradually increased toward the distal end. is decreasing.

【0016】間隔部aに於いては、引っ張り材2の相互
間に拡張に基づく隙間8が生じ、この隙間8内には、ア
ンカー構築時にセメンとモルタルなどの硬化材が浸入し
硬化する恐れがあるので、このような硬化材の浸入防止
手段が施されている。 図には、浸入防止手段としてキ
ャップ9を施した場合が示されている。
At the interval a, a gap 8 is formed between the tension members 2 due to expansion, and a hardening material such as cement and mortar may enter the gap 8 and harden when the anchor is constructed. Therefore, such means for preventing the penetration of the hardening material are provided. The figure shows a case where a cap 9 is provided as an intrusion prevention means.

【0017】尚、間隔部aの間では、仮に引っ張り材2
に硬化材Bが付着しても引き寄せガイド6の移動で付着
部の切り離しが可能であるので、硬化材浸入防止手段の
適用は場合によっては省略してもよい。
Incidentally, between the space portions a, it is assumed that the tension member 2
Even if the hardening material B adheres, the attached portion can be separated by moving the pulling guide 6, so that the application of the hardening material intrusion prevention means may be omitted in some cases.

【0018】上記隙間8には、引き寄せ具6の滑り性を
良くするために、グリース等のような滑り材10を充填
しておくことが出来る。この滑り材10の充填を硬化材
浸入防止手段として兼用してもよい。
The gap 8 may be filled with a sliding material 10 such as grease in order to improve the sliding property of the pulling tool 6. The filling of the sliding material 10 may be used also as a hardening material intrusion prevention means.

【0019】引き寄せガイド具6の基端面側即ち引き抜
き時に前面となる側の面の外周部は、引っ張り材2と硬
化材Bとの付着部の切り離しに効果がある刃先部11を
構成している。
The outer peripheral portion of the base end surface side of the pulling guide member 6, that is, the surface that becomes the front surface at the time of pulling out, constitutes a cutting edge portion 11 which is effective in separating the attached portion between the tension member 2 and the hardening material B. .

【0020】図8は本発明除去アンカーAの定着状況
を、また図9は該アンカーAの除去操作時の状況をそれ
ぞれ示している。
FIG. 8 shows the fixing state of the removal anchor A of the present invention, and FIG. 9 shows the state at the time of the removal operation of the anchor A.

【0021】図8に示す定着状態から、油圧ジャッキな
どの引き抜き装置(図示せず)を適用して芯材1の引き
抜きを開始すると、図9に示すように、芯材1の引き抜
きにつれる拡張具5の移動によりその周囲の引っ張り材
2及び硬化材Bが外方へ拡張されて行き、この拡張によ
り周囲の硬化材Bが破壊されて行く。
When the drawing of the core 1 is started from the fixing state shown in FIG. 8 by applying a drawing device such as a hydraulic jack (not shown), as shown in FIG. The movement of the tool 5 causes the surrounding tensile material 2 and the hardening material B to expand outward, and the expansion causes the surrounding hardening material B to break.

【0022】図10は図9に於ける拡張具5位置での断
面構造を模式図的に誇張して示し、硬化材Bは拡張によ
り破壊されると共に、削孔Cの孔壁C1との間で圧密状
態となり、また孔壁C1は図9に示すように僅かに押し
広げられ口径が拡大傾向となる。 この硬化材Bの破壊
時には、引っ張り材2も拡張され相互間隔が拡がるの
で、この拡張で引っ張り材2の周側部P1(図10参
照)では破壊状態の硬化材との付着から解放される傾向
となるが、孔壁C1と向き合う外端側P2(図10参照)
では硬化材Bに対し押し付けられる傾向となり付着状態
が依然として残る傾向が大きい。
[0022] Figure 10 shows a cross-sectional structure in the dilator 5 position in Figure 9 in an exaggerated schematic diagrammatically, cured material B with is destroyed by expansion, with the hole wall C 1 of drilling C becomes compacted state between and pore walls C 1 is slightly pushed widened diameter as shown in FIG. 9 becomes larger trend. When the hardened material B is broken, the tension member 2 is also expanded and the mutual interval is widened, so that the expansion at the peripheral side portion P 1 (see FIG. 10) of the tension member 2 is released from the adhesion with the hardened material in the broken state. Although it tends, the outer end side P 2 facing the hole wall C 1 (see FIG. 10)
In this case, it tends to be pressed against the hardening material B, and the adhesion state tends to remain.

【0023】図11は図9に於ける拡張具5と引き寄せ
ガイド具6との間の断面構造を模式図的に誇張して示
し、この部分では、引っ張り材2は拡張の度合いが漸進
的に減少しているので、その分、硬化材Bは圧密状態か
ら解放され、緩みを生じている。この緩み部12の状態
を図9,11では便宜的に空白で代表して示してある。
FIG. 11 schematically shows an exaggerated cross-sectional structure between the expansion tool 5 and the pulling guide tool 6 in FIG. 9. In this portion, the tension member 2 has a degree of expansion gradually. Since it has decreased, the hardening material B is released from the consolidation state and loosened accordingly. The state of the loose portion 12 is represented by a blank in FIGS.

【0024】図9に示すように、拡張具5の後方側では
間隔を存して引き寄せガイド具6が引っ張り材2に沿い
同伴移動し、緩み部12を通過して行く。
As shown in FIG. 9, on the rear side of the expansion tool 5, the pulling guide tool 6 moves along the pulling member 2 with an interval and passes through the slack portion 12.

【0025】引き寄せガイド具6は引っ張り材2を拡張
状態から径方向の中心方向に向かって引き寄せながら引
っ張り材2に沿い移動し、この移動の間、引っ張り材2
(主としてその外端側P2)と未だ付着している硬化材
2との間を強制的に切り離しつつ切り離した硬化材Bを
緩みを利用して再び孔壁C1に向かって押し除けて行
く。
The pulling guide 6 moves along the pulling member 2 while pulling the pulling member 2 from the expanded state toward the center in the radial direction, and during this movement, the pulling member 2 is moved.
While forcibly separating between the (mainly outer end side P 2 ) and the hardened material 2 still attached, the separated hardened material B is pushed again toward the hole wall C 1 by using the looseness. .

【0026】図12は、引き寄せ具6の通過後の断面構
造を模式図的に誇張して示し、引っ張り材2と硬化材B
とは完全に切り離されている。この切り離し状態を図で
は便宜的に空白13で代表して示してある。
FIG. 12 schematically shows an exaggerated cross-sectional structure of the pulling member 6 and the hardening material B after passing through the pulling tool 6.
And is completely separated. In the drawing, this separated state is represented by a blank 13 for convenience.

【0027】而して、このような芯材1の引き抜きを継
続することにより、引っ張り材2を硬化材Bから完全に
切り離すことが出来、引っ張り材2を硬化材Bから完全
にフリーにした状態で引き抜き回収することが出来る
By continuing to pull out the core material 1 as described above, the tension member 2 can be completely separated from the hardened material B, and the tension member 2 is completely free from the hardened material B. Can be pulled out and collected

【0028】[0028]

【発明の効果】本発明によれば、拡張具により硬化材を
拡張し破壊した後に、引き寄せガイド具により引っ張り
材2を破壊状態の硬化材から強制的に切り離すことがで
きるので、引っ張り材を硬化材から完全にフリーになし
た状態での引き抜きが可能となり、引っ張り材の引き抜
き回収を作業容易に安定確実に行うことができる。
According to the present invention, the tension member 2 can be forcibly cut off from the hardened material in the broken state by the pulling guide after the hardened material is expanded and broken by the expansion tool. The pulling-out can be performed in a state where the pulling-out material is completely free from the material, and the pulling-out material can be easily pulled out and collected stably and reliably.

【0029】更に、従来品に見られるような可縮材の使
用を必要としないので、工費面の負担増なしに、このよ
うな引っ張り材の引き抜き回収の簡便化を図ることが出
来る。
Further, since it is not necessary to use a shrinkable material as seen in the conventional product, it is possible to simplify the pull-out and recovery of such a tensile material without increasing the burden of construction costs.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明除去アンカーの定着状況を概略的に示す
説明図である。
FIG. 1 is an explanatory view schematically showing a fixing state of a removal anchor of the present invention.

【図2】本発明除去アンカーの縦断面図である。FIG. 2 is a longitudinal sectional view of the removal anchor of the present invention.

【図3】図2の自由長部の断面図である。FIG. 3 is a cross-sectional view of a free length portion of FIG.

【図4】同、定着長部の断面図である。FIG. 4 is a cross-sectional view of the fixing length portion.

【図5】同、引き寄せガイド部の断面図である。FIG. 5 is a sectional view of the pulling guide portion.

【図6】図5の変更態様を示す断面図である。FIG. 6 is a sectional view showing a modification of FIG. 5;

【図7】同、他の変更態様を示す断面図である。FIG. 7 is a cross-sectional view showing another modification.

【図8】本発明除去アンカーの定着状態を示す要部詳細
図である。
FIG. 8 is a detailed view of a main part showing a fixing state of the removal anchor of the present invention.

【図9】本発明除去アンカーの除去原理説明図である。FIG. 9 is an explanatory view of the removal principle of the removal anchor of the present invention.

【図10】図9の拡張部の縦断面図である。FIG. 10 is a longitudinal sectional view of the extension part of FIG. 9;

【図11】同、緩み部の縦断面図である。FIG. 11 is a longitudinal sectional view of the slack portion.

【図12】同、引き寄せガイド具通過後の状況を示す縦
断面図である。
FIG. 12 is a longitudinal sectional view showing the situation after passing through the pulling guide device.

【符号の説明】[Explanation of symbols]

A 本発明除去アンカー A1 自由長部 A2 定着長部 A3 拡張部 A4 引き寄せガイド部 B 硬化材 C 削孔 1 芯材 2 引っ張り材 3 シース 4 シース 5 拡張具 5a 楔部 5b 取り付け穴 6 引き寄せガイド具 6a 取り付け穴 7 貫通孔 8 間隙 9 キャップ 10 滑り材 11 刃先部 12 空白部 13 空白部A present invention removes the anchor A 1 free length portion A 2 fixing length portion A 3 extension A 4 drawn guide part B cured material C boring 1 core member 2 tension material 3 the sheath 4 sheath 5 expander 5a wedge 5b mounting holes 6 Attraction guide tool 6a Mounting hole 7 Through hole 8 Gap 9 Cap 10 Slip material 11 Blade edge 12 Blank 13 Blank

───────────────────────────────────────────────────── フロントページの続き (72)発明者 平部 俊光 東京都新宿区西新宿三丁目2番26号 ブ イ・エス・エル・ジャパン株式会社内 (72)発明者 宮崎 康雄 大阪府大阪市東成区大今里2−16−6 (72)発明者 大日向 正明 三重県名張市桔梗ヶ丘南3−3−20 (72)発明者 谷室 裕久 奈良県生駒市萩原町448−5 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toshimitsu Hirabe 3-2-26 Nishishinjuku, Shinjuku-ku, Tokyo Inside VSL Japan Co., Ltd. (72) Inventor Yasuo Miyazaki Higashisei, Osaka-shi, Osaka (72) Inventor Masaaki Ohinata 3-3-20 Kikyogaoka Minami, Nabari City, Mie Prefecture (72) Inventor Hirohisa Tanimuro 448-5 Hagiwaracho, Ikoma City, Nara Prefecture

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】アンカー構築状態に於いて、芯材を先端部
に固着の拡張具と共に地上に向け抜き出し、この抜き出
しにつれ該芯材の周囲に配設されている複数本の引っ張
り材を押し拡げながらその周囲の硬化材を破壊して行く
ことにより、引っ張り材を硬化材の付着からフリーにな
す除去アンカーに於いて、芯材は拡張具の中心部から先
方へ延出し、引っ張り材は拡張材の周囲を径方向への拡
張状態の下に通過して先方へ延出し、芯材の延出部の先
端部に拡張具との間に距離を隔てて引き寄せガイド具が
中心部に於いて固着され、引き寄せガイド具は周辺部に
貫通孔を備え、該貫通孔内に、引っ張り材の延出部が拡
張状態から径方向中心に向け引き寄せられた状態でフリ
ーに貫通され、引き寄せガイド具の外径は、引っ張り材
の拡張部の外径よりも小さく設定されていることを特徴
とする除去アンカー。
In an anchor construction state, a core material is pulled out toward the ground together with an extension tool fixed to a tip portion, and a plurality of pulling members arranged around the core material are pushed and spread as the core material is pulled out. While removing the hardening material around it, the tension material is free from the adhesion of the hardening material, and in the removal anchor, the core material extends forward from the center of the expansion device, and the tension material is the expansion material , Which extends under the radially expanded state and extends forward, and a pulling guide is fixed at the center of the extension of the core material at the center with a distance from the extension. The pulling guide has a through hole in the peripheral portion, and the extension of the pulling material is freely penetrated from the expanded state toward the radial center in the through hole, and the pulling guide is outside the pulling guide. The diameter is the outside diameter of the extension of the tension material Removing the anchor, characterized in that it is also set small.
【請求項2】引っ張り材の拡張部から先端までの間に、
硬化材からの隔離手段が設けられていることを特徴とす
る請求項1記載の除去アンカー。
2. Between the expanded portion of the tension member and the tip,
2. The removal anchor according to claim 1, further comprising means for isolating from the hardening material.
【請求項3】隔離手段が引っ張り材の拡張部から先端ま
での間に施されたキャップであることを特徴とする請求
項2記載の除去アンカー。
3. The removal anchor according to claim 2, wherein the separating means is a cap provided between the expanded portion and the tip of the tension member.
【請求項4】拡張状態にある引っ張り材相互間の隙間に
グリース等のような滑り材が充填されていることを特徴
とする請求項1〜3のいずれかに記載の除去アンカー。
4. The removal anchor according to claim 1, wherein a gap between the tension members in the expanded state is filled with a sliding material such as grease.
【請求項5】引き寄せガイド具が基端面側に引っ張り材
と硬化材との付着部を切り離すための刃先部を備えてい
ることを特徴とする請求項1〜4のいずれかに記載の除
去アンカー。
5. The removal anchor according to claim 1, wherein the pulling guide has a cutting edge on the base end face side for separating an attachment portion between the tension member and the hardening material. .
JP33829096A 1996-12-18 1996-12-18 Removal anchor Expired - Lifetime JP2896662B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33829096A JP2896662B2 (en) 1996-12-18 1996-12-18 Removal anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33829096A JP2896662B2 (en) 1996-12-18 1996-12-18 Removal anchor

Publications (2)

Publication Number Publication Date
JPH10176328A true JPH10176328A (en) 1998-06-30
JP2896662B2 JP2896662B2 (en) 1999-05-31

Family

ID=18316746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33829096A Expired - Lifetime JP2896662B2 (en) 1996-12-18 1996-12-18 Removal anchor

Country Status (1)

Country Link
JP (1) JP2896662B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088088A (en) * 2016-08-08 2016-11-09 上海强劲地基工程股份有限公司 The stress decentralized stiffening pile of recyclable dowel and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088088A (en) * 2016-08-08 2016-11-09 上海强劲地基工程股份有限公司 The stress decentralized stiffening pile of recyclable dowel and construction method thereof
CN106088088B (en) * 2016-08-08 2018-11-20 上海强劲地基工程股份有限公司 The construction method of the stress dispersing type stiffening pile of recyclable dowel

Also Published As

Publication number Publication date
JP2896662B2 (en) 1999-05-31

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