JPH06128951A - Anchor - Google Patents

Anchor

Info

Publication number
JPH06128951A
JPH06128951A JP30760991A JP30760991A JPH06128951A JP H06128951 A JPH06128951 A JP H06128951A JP 30760991 A JP30760991 A JP 30760991A JP 30760991 A JP30760991 A JP 30760991A JP H06128951 A JPH06128951 A JP H06128951A
Authority
JP
Japan
Prior art keywords
anchor
tensile
rope
tension
curable material
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
JP30760991A
Other languages
Japanese (ja)
Other versions
JPH0819674B2 (en
Inventor
Norio Yamakado
憲雄 山門
Masakazu Fujita
雅一 藤田
Itsuki Nakahara
厳 中原
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.)
Japan Foundation Engineering Co Ltd
Original Assignee
Japan Foundation Engineering 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 Japan Foundation Engineering Co Ltd filed Critical Japan Foundation Engineering Co Ltd
Priority to JP30760991A priority Critical patent/JPH0819674B2/en
Publication of JPH06128951A publication Critical patent/JPH06128951A/en
Publication of JPH0819674B2 publication Critical patent/JPH0819674B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To make it possible to prevent the generation of hazards of elimination work, vibration and noise in terms of an anchor capable of removing a tensile material with a separation means. CONSTITUTION:In terms of an anchor where a plurality of tensile materials 2 are mounted around a temporarily buried body 1 while an anchor skeleton A formed by fixing a hardening material 3 is constructed in a excavated hole, The temporarily buried body 1 comprises a core rope and an outer layer rope formed with twisted synthetic fiber and wound up around the core rope. The tensile materials 2 are arranged in such a fashion that they may be unevenly distributed around a part of the temporarily buried body 1 and they may adjoin each other face to face.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、剥離手段によって引張
材を除去することが可能なアンカーに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor capable of removing a tensile member by peeling means.

【0002】[0002]

【従来の技術】アンカーは建家の構築等に際して各種の
支持基部として利用されるものであるが、利用後等に於
ては、他の作業の障害となったりするため、簡単に除去
できることが望まれている。特に、地盤から突出してい
る引張材についてはこの要求が強い。
2. Description of the Related Art An anchor is used as a support base for various purposes such as when building a building, but it can be easily removed after use because it may interfere with other work. Is desired. This requirement is particularly strong for tensile materials protruding from the ground.

【0003】このため、少なくとも引張材を簡単に除去
することのできる手段の開発が期待されている。そこ
で、従来の引張材の除去方法としては、例えば、特公昭
51−8251号公報、特公昭54−22007号公報
等に開示される如く、アンカーに予め中空孔を形成して
置き、又は後発的に中空孔を形成して、火薬等によりア
ンカーを割裂させる手段を施し、この割裂させる手段に
よって、引張材に対する定着力を低下させて引張材を引
き抜き除去するものであった。
Therefore, it is expected to develop means for removing at least the tensile material easily. Therefore, as a conventional method for removing the tensile member, as disclosed in, for example, Japanese Patent Publication No. 51-8251, Japanese Patent Publication No. 54-22007, etc., hollows are preliminarily formed in the anchors, or the anchors are subsequently formed. A hollow hole is formed in the hollow member, and means for splitting the anchor by a gunpowder or the like is provided. By this splitting member, the fixing force for the tensile member is reduced and the tensile member is pulled out and removed.

【0004】然しながら、この従来の手段では、除去作
業に危険が伴い、又、震動や騒音が発生するという問題
があった。そこで、本出願人はこのような問題を解決す
るために除去手段を提案している(特願昭59−248
328号)。
However, this conventional means has a problem that the removal work is accompanied by danger and that vibration and noise are generated. Therefore, the present applicant has proposed a removing means to solve such a problem (Japanese Patent Application No. 59-248).
328).

【0005】即ち、図10〜図12は、この本出願人の
既提案を示したもので、アンカーは地盤Eに掘設した造
成孔H内に築造したアンカー幹体Aから成り、アンカー
幹体Aは、図11に示す如く、合成繊維ロープ等の仮埋
設体1と、仮埋設体1の周囲に等間隔で取り付けられた
複数本の引張材(例えば、鋼棒,鋼線)2と、引張材2
を定着するために打設される硬化性材料(例えば、早強
セメント等から成るセメントペースト)3とから成って
いる。
That is, FIGS. 10 to 12 show the proposal of the present applicant, in which the anchor is composed of the anchor trunk A built in the drilling hole H dug in the ground E, and the anchor trunk As shown in FIG. 11, A is a temporary embedding body 1 such as a synthetic fiber rope, and a plurality of tension members (for example, steel rods and steel wires) 2 attached at equal intervals around the temporary embedding body 1, Tensile material 2
And a curable material (for example, cement paste made of early-strength cement or the like) that is cast to fix the cement.

【0006】合成繊維ロープ等の仮埋設体1は、引張力
を掛けると、伸張してその径を収縮するため、簡単に引
き抜き除去することが可能で、除去後にはアンカー幹体
Aに空洞4が形成される。
The temporary embedding body 1 such as a synthetic fiber rope expands and contracts its diameter when a tensile force is applied, so that the temporary embedding body 1 can be easily pulled out and removed. After the removal, a cavity 4 is formed in the anchor trunk A. Is formed.

【0007】そして、この空洞4の周囲には、引張材2
が位置していることになるため、図10に示す如く、空
洞4よりも若干小径の押管5に引張材2を挿通して押管
5を押し込むと、引張材2は押管5内に絞り込まれて硬
化性材料3から剥離されるのである。
Around the cavity 4, the tension member 2 is provided.
As shown in FIG. 10, when the tension member 2 is inserted into the push tube 5 having a diameter slightly smaller than the cavity 4 and the push tube 5 is pushed in, the tension material 2 is inserted into the push tube 5. It is narrowed down and separated from the curable material 3.

【0008】斯して、引張材2を剥離して除去した後の
アンカー幹体Aは、図12に示す如く、硬化性材料3中
に空洞部が形成される。以上の如く、この本出願人の既
提案によると、除去作業の危険性の防止や震動,騒音の
発生防止は充分に達成することができる。
Thus, in the anchor trunk body A after the tensile material 2 is peeled and removed, as shown in FIG. 12, a hollow portion is formed in the curable material 3. As described above, according to the present applicant's proposal, it is possible to sufficiently achieve the prevention of the risk of the removal work and the prevention of vibration and noise.

【0009】[0009]

【発明が解決しようとする課題】然し、この本出願人の
既提案では、引張材2の剥離によって生じた硬化性材料
3の剥離片6が空洞4内に堆積すると、前述した引張材
2の押管5への絞り込みが困難となり、引張材2を完全
に剥離できないことがある。
However, according to this applicant's previous proposal, when the peeling piece 6 of the curable material 3 caused by peeling of the tensile material 2 is deposited in the cavity 4, the above-mentioned tensile material 2 is removed. It may be difficult to narrow down the push pipe 5, and the tensile member 2 may not be completely peeled off.

【0010】又、複数本の引張材2を同時に剥離してい
くため、押管5の押し込みにかなり強大な力が必要とな
る。本発明は斯かる本出願人の既提案を改良することに
より為されたもので、その目的は、簡単且つ完全に引張
材を除去することのできるアンカーを提供することにあ
る。
Further, since a plurality of tension members 2 are peeled off at the same time, a considerably strong force is required to push the push tube 5. The present invention has been made by improving the existing proposal of the present applicant, and an object thereof is to provide an anchor capable of easily and completely removing a tensile member.

【0011】[0011]

【課題を解決するための手段】請求項1は、複数本の引
張材を仮埋設体の周辺に取り付けると共に硬化性材料で
定着して形成されるアンカー幹体を、造成孔中に築造し
て成るアンカーに於て、前記仮埋設体を、芯ロープと、
合成繊維を撚合して形成され芯ロープの外周に巻き付け
られた外層ロープとで構成し、この仮埋設体の周囲の一
部分に偏在し互いに接し合うように引張材を隣接配列し
たものである。
According to a first aspect of the present invention, a plurality of tension members are attached to the periphery of a temporary embedding body and an anchor trunk body formed by fixing with a curable material is built in a forming hole. In the anchor consisting of, the temporary buried body, a core rope,
An outer layer rope formed by twisting synthetic fibers and wound around the outer periphery of a core rope. Tensile members are arranged adjacent to each other so as to be unevenly distributed in a part of the periphery of this temporary embedding body and contact each other.

【0012】請求項2は、引張材の外側に造成孔の周囲
との間に間隙を保持するスペーサを取り付けて成るもの
である。
According to a second aspect of the present invention, a spacer is attached to the outside of the tension member to maintain a gap between the tension member and the periphery of the forming hole.

【0013】[0013]

【作用】請求項1及び2に於ては、仮埋設体を除去する
と、引張材と硬化性材料との接触面積が極端に減少し、
引張材の定着力が低下する。その後、少なくとも一本の
引張材を適宜の手段で除去すると、隣接している引張材
に対する除去された引張材の支持力が喪失するため、定
着力が低下する。従って、一本の引張材を除去すること
によって、残りの引張材は単純な引っ張りによって除去
できる。
According to the first and second aspects of the invention, when the temporary buried body is removed, the contact area between the tensile material and the curable material is extremely reduced,
The fixing force of the tension material decreases. After that, when at least one tensile member is removed by an appropriate means, the supporting force of the removed tensile member with respect to the adjacent tensile member is lost, so that the fixing force is lowered. Therefore, by removing one piece of tension material, the remaining tension material can be removed by simple pulling.

【0014】[0014]

【実施例】以下、本発明に係るアンカーの実施例を図面
に基づいて説明する。図1は本発明に係るアンカーの実
施例を示したもので、アンカー幹体Aの断面が示されて
いる。
Embodiments of the anchor according to the present invention will be described below with reference to the drawings. FIG. 1 shows an embodiment of an anchor according to the present invention, in which a cross section of an anchor trunk A is shown.

【0015】このアンカー幹体Aは、仮埋設体1と引張
材2と硬化性材料3から成る。引張材2は、仮埋設体1
の周囲の一部分に、引張材2が互いに接し合うように隣
接配列されて偏在する構造となっている。
The anchor trunk A comprises a temporary embedding body 1, a tensile member 2 and a curable material 3. The tensile member 2 is the temporary buried body 1.
The tensile members 2 are arranged so as to be adjacent to each other in a part of the periphery of the above so as to be unevenly distributed.

【0016】そして、仮埋設体1は、芯ロープ1aと、
合成繊維1b’を撚合して形成され芯ロープ1aの外周
に巻き付けられた外層ロープ1bとから成る。芯ロープ
1aは、合成繊維ロープ1a’と、この合成繊維ロープ
1a’を被覆する樹脂被膜1a”とから成っている。
The temporary buried body 1 includes a core rope 1a,
The outer rope 1b is formed by twisting synthetic fibers 1b 'and is wound around the outer circumference of the core rope 1a. The core rope 1a is composed of a synthetic fiber rope 1a 'and a resin coating 1a "covering the synthetic fiber rope 1a'.

【0017】本実施例に於て、合成繊維1b’を撚合し
て形成された外層ロープ1bは、硬化性材料3を含浸し
て仮埋設体1の定着力を向上させ、且つ、隣接配列され
て硬化性材料3との接触面積が減少している引張材2の
定着力をも向上させる利点がある。
In the present embodiment, the outer layer rope 1b formed by twisting the synthetic fibers 1b 'is impregnated with the curable material 3 to improve the fixing force of the temporary embedding body 1 and the adjacent arrangement. Therefore, there is an advantage that the fixing force of the tensile member 2 whose contact area with the curable material 3 is reduced is also improved.

【0018】従って、この硬化性材料3の含浸を促進す
るため、硬化性材料3としてミルク状のものを用いるの
が好ましい。又、樹脂被膜1a”を有する芯ロープ1a
は、外層ロープ1bに対して滑りを生じるため、芯ロー
プ1aの引き抜き除去が容易となり、更に、芯ロープ1
aを除去した後に於ては、空洞4が形成されることにな
るため、硬化性材料3を含浸している外層ロープ1bの
引き抜き除去も容易となる利点がある。
Therefore, in order to accelerate the impregnation of the curable material 3, it is preferable to use a milk-like curable material 3. Also, a core rope 1a having a resin coating 1a "
Slides with respect to the outer rope 1b, so that the core rope 1a can be easily pulled out and removed.
Since the cavity 4 is formed after the removal of a, there is an advantage that the outer layer rope 1b impregnated with the curable material 3 can be easily pulled out and removed.

【0019】以上の如く、本実施例に係るアンカーは、
極めて強固な定着力を有し各種の支持基部として対応で
きるが、仮埋設体1を除去すると、図7に示す如く、引
張材2と硬化性材料3との接触面積が極端に減少し引張
材2の定着力が低下する。
As described above, the anchor according to this embodiment is
Although it has an extremely strong fixing force and can be used as various supporting bases, when the temporary embedding body 1 is removed, the contact area between the tensile member 2 and the curable material 3 is extremely reduced as shown in FIG. The fixing power of 2 decreases.

【0020】又、図7に示す如く、配列された引張材2
a,2b,・・・,2gに於て、例えば引張材2aを除
去すれば、引張材2bが、又、例えば引張材2dを除去
すれば、引張材2c,2eが、定着力を更に低下させる
ことになる。
Further, as shown in FIG. 7, the tension members 2 are arranged.
, 2g, if the tensile material 2a is removed, the tensile material 2b is removed, and if the tensile material 2d is removed, the tensile materials 2c and 2e are further reduced in fixing force. I will let you.

【0021】即ち、少なくとも一本の引張材2を適宜の
手段で除去すれば、隣接している引張材2に対する除去
された引張材2の支持力が喪失するため、定着力が低下
するのである。
That is, if at least one of the tension members 2 is removed by an appropriate means, the supporting force of the removed tension members 2 with respect to the adjacent tension members 2 is lost, so that the fixing force is lowered. .

【0022】従って、最初に除去する一本の引張材2の
定着力も前述したように低下しているため簡単である
が、一本の引張材2を除去することによって残りの引張
材2は単純な引っ張りによって除去できる。
Therefore, the fixing force of the first tension member 2 to be removed first is also low because it is reduced as described above, but the removal of one tension member 2 makes the remaining tension members 2 simple. It can be removed by simple pulling.

【0023】図2は、図1の実施例に加えて引張材2の
外側に造成孔Hの周囲との間に間隙を保持するスペーサ
7を取り付けた実施例を示したものである。図面では、
スペーサ7として円筒形状のものを用い、仮埋設体1と
引張材2を結束するなまし鋼線から成る結束線8で、引
張材2に取り付けているが、スペーサ7の取付目的は硬
化性材料3の打設の際に引張材2が造成孔Hの周囲と接
触して引張材2の定着力が低下するのを防止することに
あるから、他の形状,他の取付構造を用いても差し支え
ないものである。
FIG. 2 shows an embodiment in which, in addition to the embodiment of FIG. 1, a spacer 7 for holding a gap between the tension member 2 and the periphery of the forming hole H is attached to the outside thereof. In the drawing,
The spacer 7 has a cylindrical shape, and is attached to the tension member 2 with a binding wire 8 made of annealed steel wire that binds the temporary embedding body 1 and the tension member 2. The purpose of attaching the spacer 7 is a curable material. Since it is intended to prevent the tension member 2 from coming into contact with the periphery of the forming hole H and lowering the fixing force of the tension member 2 at the time of placing 3, the other shapes and other mounting structures are used. It does not matter.

【0024】図3は、図2に示す実施例のアンカー幹体
Aの軸線方向に沿った断面を示したものである。本実施
例に於ても、上記実施例と同様の効果を奏することがで
きる。
FIG. 3 shows a cross section along the axial direction of the anchor trunk A of the embodiment shown in FIG. Also in this embodiment, the same effect as that of the above embodiment can be obtained.

【0025】図4及び図5は、本発明に係るアンカーに
於ける引張材の除去方法の一例を示すもので、図4では
仮埋設体1が除去された状態が示され、図5では引張材
2に沿って押管9が押し込まれている第一除去手段の状
態が示されている。
FIGS. 4 and 5 show an example of a method for removing the tension member in the anchor according to the present invention. FIG. 4 shows a state in which the temporary embedding body 1 has been removed, and FIG. The state of the first removing means is shown in which the push tube 9 is pushed along the material 2.

【0026】ここで、押管9は、引張材2の径と同一又
はこれよりも若干大きな内径を有しており、押管9を引
張材2に嵌挿して押し込むことになる。図6は、図5の
押管9の押し込み状態の詳細を示したもので、ジャッキ
10を用いてその一端を引張材2に固定すると共に他端
を押管9に固定し、ジャッキ10と引張材2との固定部
10aを反力受けとして押管9を押し込むようになって
いる。
Here, the push pipe 9 has an inner diameter that is the same as or slightly larger than the diameter of the tension member 2, and the push pipe 9 is inserted into the tension member 2 and pushed. 6 shows details of the push-in state of the push pipe 9 of FIG. 5, one end of which is fixed to the tension member 2 using the jack 10 and the other end of which is fixed to the push pipe 9 so that the jack 10 and the pulling member 9 are pulled. The push tube 9 is pushed in by using the fixing portion 10a for fixing the material 2 as a reaction force receiving member.

【0027】ジャッキ10によって押し込まれた押管9
は、引張材2に沿って進行し、引張材2と硬化性材料3
との接合面に割り込んで引張材2を剥離する。この押し
込みの応力は、引張材2を押管9の若干先方に於て、引
張材2を弯曲させて空洞4側へ逃げさせることになる。
従って、押管9は、引張材2が剥離されて形成されたダ
ミー空洞4’を通ることになり、ジャッキ10に余り強
大な押し込み力が要求されなくなる。又、押管9は、引
張材2に沿って押し込まれるため、空洞4内に堆積して
いる剥離片6の存在は押管9の進行の障害とならず、引
張材2を完全に剥離することができる。
Push tube 9 pushed by jack 10
Travels along the tensile material 2 and the tensile material 2 and the curable material 3
The tensile member 2 is peeled off by cutting into the joint surface with and. The stress of this pushing causes the tension member 2 to bend slightly ahead of the push tube 9 and bends the tension member 2 to escape to the cavity 4 side.
Therefore, the push tube 9 passes through the dummy cavity 4 ′ formed by peeling off the tension material 2, and the jack 10 is not required to have a very strong pushing force. Further, since the push pipe 9 is pushed along the tensile member 2, the presence of the peeling pieces 6 accumulated in the cavity 4 does not hinder the progress of the push pipe 9 and completely peels the tensile member 2. be able to.

【0028】尚、この押管9の押し込みは、一つのジャ
ッキ10を用いて二以上の押管9に対して同時に行なう
ことも可能である。このようにして、少なくとも一本の
引張材2を除去すれば、前述したように第二除去手段と
して残りの引張材2をも簡単に除去することができる。
The push-in tube 9 can be pushed into the two or more push-in tubes 9 at the same time by using one jack 10. By removing at least one tensile member 2 in this manner, the remaining tensile members 2 can be easily removed as the second removing means as described above.

【0029】又、この施工例によれば、図8に示す如
く、引張材2a,2c,2e,2gの4本を押管9を用
いて除去した場合と、図9に示す如く、引張材2a,2
d,2gの3本を押管9を用いて除去した場合とに於
て、残りの引張材2についてはジャッキ等で除去するこ
とができた。
Further, according to this construction example, as shown in FIG. 8, the four tensile members 2a, 2c, 2e, and 2g are removed by using the push pipe 9, and the tensile members are as shown in FIG. 2a, 2
In the case where 3 pieces of d and 2 g were removed using the push tube 9, the remaining tension members 2 could be removed with a jack or the like.

【0030】[0030]

【発明の効果】以上の如く、本発明に係るアンカーによ
れば、支持基部として利用する場合には強固な定着力を
有し、引張材の除去に際しては仮埋設体を除去するだけ
で定着力が極端に低下し、又、少なくとも一本の引張材
を除去することにより残りの引張材の除去を更に容易に
するため、引張材の除去を簡単に行なうことができる効
果がある。
As described above, according to the anchor of the present invention, when it is used as a support base, it has a strong fixing force, and when the tensile member is removed, the fixing force can be obtained only by removing the temporary embedding body. Is extremely reduced, and the removal of at least one tensile member makes it easier to remove the remaining tensile members, so that the tensile members can be easily removed.

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

【図1】本発明に係るアンカーの一実施例を示す断面図
である。
FIG. 1 is a sectional view showing an embodiment of an anchor according to the present invention.

【図2】本発明に係るアンカーの別の実施例を示す断面
図である。
FIG. 2 is a cross-sectional view showing another embodiment of the anchor according to the present invention.

【図3】図2に示すアンカーの軸線方向に沿った断面図
である。
3 is a cross-sectional view taken along the axial direction of the anchor shown in FIG.

【図4】本発明に係るアンカーを示す断面図である。FIG. 4 is a cross-sectional view showing an anchor according to the present invention.

【図5】本発明に係るアンカーに於ける引張材の除去方
法の一例を示す断面図である。
FIG. 5 is a cross-sectional view showing an example of a method of removing a tensile member in the anchor according to the present invention.

【図6】図5の要部拡大図である。FIG. 6 is an enlarged view of a main part of FIG.

【図7】仮埋設体を除去した状態を示すアンカー幹体の
平面図である。
FIG. 7 is a plan view of the anchor trunk body showing a state in which the temporary buried body is removed.

【図8】図7に於けるアンカー幹体の一部の引張材を除
去した状態を示す平面図である。
FIG. 8 is a plan view showing a state in which a part of the tension member of the anchor trunk body in FIG. 7 is removed.

【図9】図7に於けるアンカー幹体の一部の引張材を除
去した状態を示す平面図である。
9 is a plan view showing a state where a part of the tension member of the anchor trunk body in FIG. 7 is removed.

【図10】従来例を示す断面図である。FIG. 10 is a cross-sectional view showing a conventional example.

【図11】図10の引張材除去前のアンカー幹体の拡大
平面図である。
11 is an enlarged plan view of the anchor trunk body before removal of the tensile member of FIG.

【図12】図10の引張材除去後のアンカー幹体の拡大
平面図である。
12 is an enlarged plan view of the anchor trunk body after removal of the tensile member of FIG.

【符号の説明】[Explanation of symbols]

1 仮埋設体 2 引張材 3 硬化性材料 4 空洞 7 スペーサ A アンカー幹体 E 地盤 H 造成孔 1 Temporary buried body 2 Tensile material 3 Curable material 4 Cavity 7 Spacer A Anchor trunk E E Ground H Creation hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数本の引張材を仮埋設体の周辺に取り
付けると共に硬化性材料で定着して形成されるアンカー
幹体を、造成孔中に築造して成るアンカーに於て、前記
仮埋設体を、芯ロープと、合成繊維を撚合して形成され
芯ロープの外周に巻き付けられた外層ロープとで構成
し、この仮埋設体の周囲の一部分に偏在し互いに接し合
うように引張材を隣接配列したことを特徴とするアンカ
ー。
1. An anchor formed by attaching a plurality of tensile members to the periphery of a temporary embedding body and fixing the anchor trunk body with a curable material in a forming hole, wherein the temporary embedding is performed. The body is composed of a core rope and an outer layer rope that is formed by twisting synthetic fibers and is wound around the outer circumference of the core rope. Anchor characterized by being arranged adjacently.
【請求項2】 引張材の外側に造成孔の周囲との間に間
隙を保持するスペーサを取り付けて成る請求項1記載の
アンカー。
2. The anchor according to claim 1, wherein a spacer is attached to the outside of the tensile member so as to maintain a gap between the tensile member and the periphery of the forming hole.
JP30760991A 1991-11-22 1991-11-22 anchor Expired - Lifetime JPH0819674B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30760991A JPH0819674B2 (en) 1991-11-22 1991-11-22 anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30760991A JPH0819674B2 (en) 1991-11-22 1991-11-22 anchor

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP9330085A Division JPS61250226A (en) 1985-04-30 1985-04-30 Anchor and removal of stressing material from anchor

Publications (2)

Publication Number Publication Date
JPH06128951A true JPH06128951A (en) 1994-05-10
JPH0819674B2 JPH0819674B2 (en) 1996-02-28

Family

ID=17971100

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30760991A Expired - Lifetime JPH0819674B2 (en) 1991-11-22 1991-11-22 anchor

Country Status (1)

Country Link
JP (1) JPH0819674B2 (en)

Also Published As

Publication number Publication date
JPH0819674B2 (en) 1996-02-28

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