JPH046457Y2 - - Google Patents

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Publication number
JPH046457Y2
JPH046457Y2 JP4598385U JP4598385U JPH046457Y2 JP H046457 Y2 JPH046457 Y2 JP H046457Y2 JP 4598385 U JP4598385 U JP 4598385U JP 4598385 U JP4598385 U JP 4598385U JP H046457 Y2 JPH046457 Y2 JP H046457Y2
Authority
JP
Japan
Prior art keywords
collar member
blind hole
solidifying agent
diameter
wall
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.)
Expired
Application number
JP4598385U
Other languages
Japanese (ja)
Other versions
JPS61163854U (en
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 filed Critical
Priority to JP4598385U priority Critical patent/JPH046457Y2/ja
Publication of JPS61163854U publication Critical patent/JPS61163854U/ja
Application granted granted Critical
Publication of JPH046457Y2 publication Critical patent/JPH046457Y2/ja
Expired legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 本考案はコンクリート構造体の特に外壁をピン
ニング工法によつて補修する場合に利用する補修
用アンカーに関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a repair anchor used when repairing a concrete structure, particularly an outer wall, by a pinning method.

〈従来の技術〉 周知のようにコンクリート構造体としては建築
物、構築物等があり、建築物の場合にはコンクリ
ート躯体の外面にモルタルを塗布したりタイルを
貼設して外壁を設け、化粧仕上げを施している。
<Conventional technology> As is well known, concrete structures include buildings, structures, etc. In the case of buildings, an outer wall is provided by applying mortar or pasting tiles to the outer surface of the concrete frame, and a decorative finish is applied. is being carried out.

しかし、長期間経過するとモルタルが躯体から
浮き上がつて〓間が発生し、極端な場合には外壁
の一部が躯体から剥離して落下し、建築物下方に
いる者に当る事故等が発生して危険であるばかり
でなく、極めて体裁が悪い。
However, over a long period of time, the mortar will lift up from the building structure, causing gaps, and in extreme cases, parts of the outer wall will separate from the building structure and fall, causing accidents that may hit people below the building. Not only is this dangerous, but it is also extremely unsightly.

そこで、従来は建築後、一定期間が経過する
と、X線などを利用した測定装置で外壁の劣化状
態を測定し、補修や改修の必要がないか、外壁を
全面改修するか、ピンニング工法による補修を行
うか判断していた。
Therefore, conventionally, after a certain period of time has passed after construction, the state of deterioration of the exterior wall is measured using a measuring device that uses X-rays, etc., and whether there is any need for repair or renovation, whether the exterior wall should be completely renovated, or repaired using the pinning method. I was deciding whether to do it.

上記したピンニング工法は、躯体から浮き上が
つて〓間が発生している部分の外壁を補修するも
ので、概略すると、外壁から躯体に向かつてドリ
ルなどで盲孔を穿設し、ワイヤーブラシやブロア
等で充分に切粉を削除して孔内を清掃したら、孔
内にピンを挿入すると共にエポキシ樹脂などから
なる固化剤を高圧注入し、養生する方法である。
このピンニング工法によれば孔内に高圧注入した
固化剤が躯体と外壁との〓間にまで流出して充満
するが、あまり広範囲には流出しないので上下左
右に適宜な間隔をおいて実施しなければならな
い。そして、固化剤が養生したらピンの介在によ
り躯体と外壁とが強固に一体化するので、その
後、盲孔の開口端にモルタルなどを充填して後処
理する。尚、外壁がタイルの場合には目地部分に
盲孔を穿設しピンニング工法を行う。
The above-mentioned pinning method is used to repair the parts of the outer wall that have risen from the building structure and have gaps. Basically, a blind hole is made with a drill or the like from the outer wall toward the structure, and then a wire brush or After thoroughly removing chips and cleaning the inside of the hole using a blower or the like, a pin is inserted into the hole and a hardening agent made of epoxy resin or the like is injected under high pressure to cure the hole.
According to this pinning method, the hardening agent injected into the hole at high pressure flows out and fills the gap between the building frame and the outer wall, but it does not flow out over a wide area, so it must be carried out at appropriate intervals vertically and horizontally. Must be. Then, once the solidifying agent has cured, the frame and the outer wall are firmly integrated by the interposition of the pins, so the open end of the blind hole is then filled with mortar or the like for post-treatment. If the exterior wall is made of tiles, blind holes are drilled at the joints and the pinning method is used.

そして、上記したピンニング工法に使用してい
る従来のピンは外周に雄ネジを刻設したステンレ
ス製鋼棒である。
The conventional pin used in the above-mentioned pinning method is a stainless steel rod with a male thread carved on the outer periphery.

〈考案が解決しようとする課題〉 しかしながら、上記のようなピンを使用してピ
ンニング工法によりコンクリート構造体を補修し
ても、補修現場ではピンの径や長さを変えること
ができない。従つて、ドリルで穿設する盲孔の深
さが異る場合、長さが異る多種類のピンを補修現
場に用意しなければらなず不経済であつた。
<Problem to be solved by the invention> However, even if a concrete structure is repaired by the pinning method using the pins as described above, the diameter and length of the pins cannot be changed at the repair site. Therefore, when the depths of the blind holes to be drilled differ, it is necessary to prepare pins of various lengths at the repair site, which is uneconomical.

また、ピンは躯体と外壁とを接着する固化剤に
埋設されるだけであつて、盲孔内に固着されな
い。従つて、外壁の補修効果を充分に高めること
ができない。
Further, the pins are only embedded in the solidifying agent that bonds the frame and the outer wall, and are not fixed in the blind holes. Therefore, the effect of repairing the outer wall cannot be sufficiently enhanced.

〈課題を解決するための手段〉 本考案は、断面形状が多角形の中央孔を長さ方
向に有する合成樹脂製の筒材からなり、上記筒材
の内面に長さ方向に沿つて形成した複数の内溝
と、上記筒材の外面に長さ方向に沿つて形成した
複数の外溝とを備え、上記内溝と外溝とを交互に
配置したカラー部材と、上記カラー部材の中央孔
の内接円の径よりも若干大きな外径を有し、一端
に先細の挿入端を、他端に大径な頭部を備え、上
記カラー部材の中央孔に挿入可能なピン部材と、
からなるものである。
<Means for Solving the Problems> The present invention consists of a synthetic resin cylindrical material having a central hole with a polygonal cross-sectional shape in the longitudinal direction. A collar member comprising a plurality of inner grooves and a plurality of outer grooves formed along the length direction on the outer surface of the cylindrical member, the inner grooves and the outer grooves being arranged alternately, and a central hole of the collar member. a pin member having an outer diameter slightly larger than the diameter of the inscribed circle of the collar member, having a tapered insertion end at one end and a large diameter head at the other end, and capable of being inserted into the central hole of the collar member;
It consists of

〈作用〉 躯体の盲孔に嵌装したカラー部材がピン部材の
挿入によつて拡径して盲孔の内面に圧接すると共
に、注入された固化剤が固化して、躯体と外壁と
を強固に接着し、またカラー部材及びピン部材が
外壁を支持する。
<Function> The diameter of the collar member fitted into the blind hole of the building structure expands by inserting the pin member and comes into pressure contact with the inner surface of the blind hole, and the injected solidifying agent solidifies to strengthen the building body and the outer wall. The collar member and pin member support the outer wall.

〈実施例〉 以下に本考案を図面の実施例により説明する。<Example> The present invention will be explained below with reference to embodiments of the drawings.

本考案に係る補修用アンカーは合成樹脂からな
る筒状のカラー部材と該カラー部材内に挿入する
金属製のピン部材とからなる。
The repair anchor according to the present invention includes a cylindrical collar member made of synthetic resin and a metal pin member inserted into the collar member.

カラー部材1は合成樹脂の筒材からなり、中央
部の長さ方向に多角形例えば六角形の中央孔2を
開設し、中央孔2の各頂点3からは一方の辺を延
長するようにカラー部材1の外周方向に向かつて
6本の内溝4が渦巻き状に設けてある。一方、カ
ラー部材1の外面には、長さ方向に沿つて平行に
複数の外溝5を前記内溝4,4と交互に設ける。
従つて、この実施例では外溝5は6本で、前記内
溝4の間に渦巻状に配置されている。そして、カ
ラー部材1の外面には隣り合う外溝5,5間に位
置するように段部6を長さ方向に設けてあるの
で、外溝5と段部6とは交互に配置されている。
また、カラー部材1の一端には外周部分に面取を
施して、傾斜部7を形成する。
The collar member 1 is made of a synthetic resin tube, and has a polygonal, for example, hexagonal central hole 2 in the length direction of the central part, and a collar extending from each vertex 3 of the central hole 2 on one side. Six inner grooves 4 are provided in a spiral shape toward the outer circumferential direction of the member 1. On the other hand, on the outer surface of the collar member 1, a plurality of outer grooves 5 are provided in parallel along the length direction, alternating with the inner grooves 4, 4.
Therefore, in this embodiment, six outer grooves 5 are arranged in a spiral shape between the inner grooves 4. Further, on the outer surface of the collar member 1, stepped portions 6 are provided in the length direction so as to be located between the adjacent outer grooves 5, 5, so the outer grooves 5 and the stepped portions 6 are arranged alternately. .
Further, the outer peripheral portion of one end of the collar member 1 is chamfered to form an inclined portion 7.

前記したピン部材8は金属製の釘状の部材であ
つて、その外径は前述のカラー部材1の中央孔2
の内接円の直径より若干大きい。従つて、ピン部
材8をカラー部材1の中央孔2内に挿入した場合
に、各内溝4と外溝5とが変形してカラー部材1
が拡径する。また、ピン部材8の一端は先細の挿
入端9とし、他端にはピン部材8より大径な頭部
10を形成する。
The pin member 8 described above is a nail-shaped member made of metal, and its outer diameter is equal to the center hole 2 of the collar member 1 described above.
slightly larger than the diameter of the inscribed circle of Therefore, when the pin member 8 is inserted into the center hole 2 of the collar member 1, each inner groove 4 and outer groove 5 are deformed, and the collar member 1
expands in diameter. Further, one end of the pin member 8 has a tapered insertion end 9, and a head 10 having a larger diameter than the pin member 8 is formed at the other end.

以下に、上記のような本考案に係る補修用アン
カーを利用してコンクリート躯体の外壁を補修す
る場合を説明する。
Below, a case will be described in which the outer wall of a concrete frame is repaired using the repair anchor according to the present invention as described above.

まず、躯体aから外壁bが浮き上がつて〓間c
が発生している部分に、外壁b側から躯体aに向
けて、内径がカラー部材1の外径より僅かに小さ
いドリルで盲孔dを穿設し、バキユームなどで切
粉等を除去して上記盲孔d内を清掃する。
First, the outer wall b rises from the frame a, and the gap c
Drill a blind hole d in the area where this occurs from the outer wall b side toward the frame a with a drill whose inner diameter is slightly smaller than the outer diameter of the collar member 1, and remove chips etc. with a vacuum cleaner. Clean the inside of the blind hole d.

次に、カラー部材1を先細の傾斜部7側から盲
孔dに挿入する。このとき盲孔dの内径はカラー
部材1の外径より僅かに小さいので、カラー部材
1が中心方向に縮径し、該カラー部材1の外面と
盲孔dの内面とが圧接するように嵌着される。盲
孔dがカラー部材1の全長よりも深い場合には打
込棒(図示せず)を用いてカラー部材1を盲孔d
の奥部まで押し込めばよい。
Next, the collar member 1 is inserted into the blind hole d from the tapered inclined portion 7 side. At this time, since the inner diameter of the blind hole d is slightly smaller than the outer diameter of the collar member 1, the collar member 1 contracts in diameter toward the center and is fitted so that the outer surface of the collar member 1 and the inner surface of the blind hole d are in pressure contact. It will be worn. If the blind hole d is deeper than the entire length of the collar member 1, use a driving rod (not shown) to insert the collar member 1 into the blind hole d.
Just push it all the way inside.

そして、盲孔dの開口端eにノズル11を臨ま
せ、エポキシ樹脂、その他の材質からなる固化剤
12を盲孔d内に高圧注入する。固化剤12はカ
ラー部材1の中央孔2及び各外溝5を通つて盲孔
dの内周部に充満され、更に〓間cの内部まで圧
入される。
Then, the nozzle 11 is made to face the open end e of the blind hole d, and a solidifying agent 12 made of epoxy resin or other material is injected into the blind hole d under high pressure. The solidifying agent 12 passes through the central hole 2 and each outer groove 5 of the collar member 1, fills the inner circumference of the blind hole d, and is further press-fitted into the gap c.

固化剤12が充満されたならば、ノズル11を
外し、ピン部材8を開口端eよりカラー部材1の
中央孔2内に打ち込み、頭部10で開口端eを閉
塞する。この場合、ピン部材8の頭部10を盲孔
dの内径とほゞ同径にすれば、開口端eがピン部
材8の頭部10で封止され、固化剤12が流出す
ることがない。
Once the solidifying agent 12 is filled, the nozzle 11 is removed, the pin member 8 is driven into the center hole 2 of the collar member 1 from the open end e, and the open end e is closed with the head 10. In this case, if the head 10 of the pin member 8 is made to have approximately the same diameter as the inner diameter of the blind hole d, the open end e will be sealed with the head 10 of the pin member 8, and the solidifying agent 12 will not flow out. .

このように盲孔d内に固化剤12を注入してか
らピン部材8を挿入すると、ピン部材8の体積分
の固化剤12が盲孔d内で押し除けられ、押し除
けられた固化剤12は更に〓間cへ圧入され、躯
体aと外壁bとの接着が更に強固になる。
When the pin member 8 is inserted after injecting the solidifying agent 12 into the blind hole d in this way, the solidifying agent 12 corresponding to the volume of the pin member 8 is pushed away within the blind hole d, and the displaced solidifying agent 12 is further press-fitted into the gap c, and the adhesion between the frame a and the outer wall b becomes even stronger.

一方、カラー部材1はピン部材8が挿入された
ことにより拡径して、盲孔d内に更に圧着固定さ
れる。この場合、ピン部材8はカラー部材1の奥
部まで完全に挿入される必要はなく、カラー部材
1が盲孔d内に圧着固定され且つピン部材8の頭
部10が盲孔dの開口端eを封止することができ
れば本考案のアンカーは充分にその機能を果たす
ことができる。
On the other hand, the diameter of the collar member 1 is expanded by the insertion of the pin member 8, and the collar member 1 is further crimped and fixed within the blind hole d. In this case, the pin member 8 does not need to be completely inserted to the deep part of the collar member 1, and the collar member 1 is crimped and fixed in the blind hole d, and the head 10 of the pin member 8 is at the open end of the blind hole d. If the anchor of the present invention can be sealed, the anchor of the present invention can fully perform its function.

従つて、本考案によれば、躯体aに穿設する盲
孔dの深さに拘らず、ピン部材8の長さ及びピン
部材8の打ち込み深さの調整によつて広範囲な深
さの盲孔dに対応することができる。
Therefore, according to the present invention, regardless of the depth of the blind hole d drilled in the frame a, a wide range of depths can be formed by adjusting the length of the pin member 8 and the driving depth of the pin member 8. It can correspond to hole d.

尚、上記説明では固化剤12を盲孔d内に注入
後、ピン部材8をカラー部材1に挿入したが、本
考案のアンカーは盲孔d内に嵌着したカラー部材
1内にピン部材8を挿入し、その後固化剤12を
盲孔d内に圧入することもできる。この場合でも
固化剤12はカラー部材1の外溝5及び段部6を
通ることができるので、充分に〓間cまで到達し
て躯体aと外壁bとを接着する。
In the above explanation, the pin member 8 is inserted into the collar member 1 after the solidifying agent 12 is injected into the blind hole d, but the anchor of the present invention inserts the pin member 8 into the collar member 1 fitted into the blind hole d. It is also possible to insert the solidifying agent 12 into the blind hole d and then press fit the solidifying agent 12 into the blind hole d. Even in this case, the solidifying agent 12 can pass through the outer groove 5 and the stepped portion 6 of the collar member 1, so that it sufficiently reaches the gap c and bonds the frame a and the outer wall b.

第6図以下は本考案の他の実施例を示し、この
実施例では盲孔dの開口端eにゴム栓13を装着
するようにしたものである。ゴム栓13は弾性を
有する円環材14の内部に薄膜15を設け、該1
5に十字状の切込16を設けたもので、この切込
16から固化剤12の注入用ノズル11を挿入す
ることができる。また、ゴム栓13の外周面には
微細な粗面による滑り止め17を施してある。
尚、前記切込16は予め設ける必要はなく、ノズ
ル11の挿入によつて開設してもよい。
FIG. 6 and subsequent figures show another embodiment of the present invention, in which a rubber stopper 13 is attached to the open end e of the blind hole d. The rubber stopper 13 includes a thin film 15 provided inside an elastic annular member 14.
5 is provided with a cross-shaped cut 16, through which a nozzle 11 for injecting the solidifying agent 12 can be inserted. Further, the outer peripheral surface of the rubber stopper 13 is provided with a non-slip surface 17 made of a fine rough surface.
Note that the cut 16 does not need to be provided in advance, and may be opened by inserting the nozzle 11.

上記のようなゴム栓13を用いる場合にも、前
述と同様に盲孔d内を清掃後、盲孔d内にカラー
部材1を挿入し、開口端eにゴム栓13を嵌着す
る。次いで、ゴム栓13の切込16にノズル11
を臨ませ、固化剤12を圧入する。すると、固化
剤12の圧力により薄膜15の切込16が開放さ
れ、固化剤12が盲孔d及び〓間cまで注入され
る。注入が完了したらノズル11を外すがゴム栓
13により固化剤12の流出が防止される。そし
て、ピン部材8をゴム栓13の薄膜15を通して
カラー部材1内まで挿入すれば、前述の例と同様
にカラー部材1が拡径し、盲孔d内に圧着すると
共に、ピン部材8によつて押し除けられた固化剤
12が〓間cまで更に圧入されて躯体aと外壁b
とが強固に接着される。
When using the rubber stopper 13 as described above, after cleaning the inside of the blind hole d as described above, the collar member 1 is inserted into the blind hole d, and the rubber stopper 13 is fitted into the open end e. Next, insert the nozzle 11 into the notch 16 of the rubber stopper 13.
The solidifying agent 12 is press-fitted. Then, the notch 16 in the thin film 15 is opened by the pressure of the solidifying agent 12, and the solidifying agent 12 is injected into the blind hole d and the gap c. When the injection is completed, the nozzle 11 is removed, but the rubber stopper 13 prevents the solidifying agent 12 from flowing out. Then, when the pin member 8 is inserted into the collar member 1 through the thin film 15 of the rubber stopper 13, the collar member 1 expands in diameter and is crimped into the blind hole d, and the pin member 8 The solidifying agent 12 that was pushed away is further press-fitted to the gap c between the frame a and the outer wall b.
are firmly bonded.

上記のようなゴム栓13を用いると、盲孔dの
開口端eの封止がより完全となるばかりでなく、
ピン部材8の頭部10を小さく形成することがで
きて低廉となり、更にはピン部材8の代わりに普
通の釘を使用することも可能となつて、極めて経
済的となる。
By using the rubber stopper 13 as described above, not only can the opening end e of the blind hole d be more completely sealed, but also
The head 10 of the pin member 8 can be made small, making it inexpensive, and furthermore, an ordinary nail can be used in place of the pin member 8, making it extremely economical.

〈考案の効果〉 本考案の補修用アンカーによれば、メタルアン
カーとケミカルアンカーの両者の利点を併せ持つ
強度のすぐれたアンカーを提供することができ
る。即ち、引張に対してはカラー部材と躯体に設
けた盲孔との圧着による物理的強度及び固化剤の
固化による化学的強度が得られ、剪断に対しては
カラー部材自身の樹脂強度及びピン部材が有する
金属強度が得られる。
<Effects of the Invention> According to the repair anchor of the present invention, it is possible to provide an anchor with excellent strength that combines the advantages of both metal anchors and chemical anchors. In other words, against tension, physical strength is obtained by pressure bonding between the collar member and the blind hole provided in the frame, and chemical strength is obtained through solidification of the solidifying agent, and against shear, the strength of the resin of the collar member itself and the pin member are obtained. The metal strength possessed by the metal can be obtained.

また、カラー部材には外溝及び内溝が設けてあ
るので固化剤の廻りがよく、上記溝を通して固化
剤が躯体と外壁との〓間まで充分に注入され、結
局外壁の補強効果が向上する。
In addition, since the collar member is provided with an outer groove and an inner groove, the solidifying agent can be easily distributed, and the solidifying agent is sufficiently injected through the grooves to the space between the frame and the outer wall, which ultimately improves the reinforcing effect of the outer wall. .

更に、本考案のアンカーは低廉に製作すること
ができるばかりでなく、固化剤の無駄がないし、
1本のアンカーで広範囲の深さの盲孔に対応する
ことができるので、極めて経済的である。
Furthermore, the anchor of the present invention can not only be manufactured at low cost, but also eliminates waste of solidifying agent.
It is extremely economical because one anchor can cover blind holes of a wide range of depths.

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

図面は本考案の実施例を示し、第1図は分解し
た斜視図、第2図は左側面図、第3〜5図は本考
案によるアンカーを用いたピンニング工法の説明
図、第6図はゴム栓の斜視図、第7〜9図は他の
実施例による説明図である。 1……カラー部材、2……中央孔、4……内
溝、5……外溝、8……ピン部材、9……挿入
端、10……頭部、13……ゴム栓。
The drawings show an embodiment of the present invention; Fig. 1 is an exploded perspective view, Fig. 2 is a left side view, Figs. 3 to 5 are explanatory diagrams of the pinning method using an anchor according to the invention, and Fig. 6 is a The perspective views of the rubber stopper and FIGS. 7 to 9 are explanatory views of other embodiments. DESCRIPTION OF SYMBOLS 1... Collar member, 2... Center hole, 4... Inner groove, 5... Outer groove, 8... Pin member, 9... Insertion end, 10... Head, 13... Rubber stopper.

Claims (1)

【実用新案登録請求の範囲】 断面形状が多角形の中央孔を長さ方向に有する
合成樹脂製の筒材からなり、上記筒材の内面に長
さ方向に沿つて形成した複数の内溝と、上記筒材
の外面に長さ方向に沿つて形成した複数の外溝と
を備え、上記内溝と外溝とを交互に配置したカラ
ー部材と、 上記カラー部材の中央孔の内接円の径よりも若
干大きな外径を有し、一端に先細の挿入端を、他
端に大径な頭部を備え、上記カラー部材の中央孔
に挿入可能なピン部材と、 からなることを特徴とするコンクリート構造体の
補修用アンカー。
[Claims for Utility Model Registration] A tubular material made of synthetic resin having a central hole with a polygonal cross-sectional shape in the longitudinal direction, and a plurality of inner grooves formed along the longitudinal direction on the inner surface of the tubular material. , a collar member comprising a plurality of outer grooves formed along the length direction on the outer surface of the cylindrical member, the inner grooves and the outer grooves being arranged alternately; and an inscribed circle of the central hole of the collar member. a pin member having an outer diameter slightly larger than the diameter, having a tapered insertion end at one end and a large diameter head at the other end, and being insertable into the central hole of the collar member. Anchors for repairing concrete structures.
JP4598385U 1985-03-30 1985-03-30 Expired JPH046457Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4598385U JPH046457Y2 (en) 1985-03-30 1985-03-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4598385U JPH046457Y2 (en) 1985-03-30 1985-03-30

Publications (2)

Publication Number Publication Date
JPS61163854U JPS61163854U (en) 1986-10-11
JPH046457Y2 true JPH046457Y2 (en) 1992-02-21

Family

ID=30559965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4598385U Expired JPH046457Y2 (en) 1985-03-30 1985-03-30

Country Status (1)

Country Link
JP (1) JPH046457Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7049286B2 (en) * 2019-03-11 2022-04-06 株式会社ナカボーテック Electrical connection structure and electrical connection method
JP7339789B2 (en) * 2019-07-02 2023-09-06 東日本旅客鉄道株式会社 Anchor and anchor construction method

Also Published As

Publication number Publication date
JPS61163854U (en) 1986-10-11

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