JPH1150454A - Anchor member - Google Patents

Anchor member

Info

Publication number
JPH1150454A
JPH1150454A JP22301897A JP22301897A JPH1150454A JP H1150454 A JPH1150454 A JP H1150454A JP 22301897 A JP22301897 A JP 22301897A JP 22301897 A JP22301897 A JP 22301897A JP H1150454 A JPH1150454 A JP H1150454A
Authority
JP
Japan
Prior art keywords
cylinder
anchor member
core
diameter portion
driven
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
JP22301897A
Other languages
Japanese (ja)
Other versions
JP3887467B2 (en
Inventor
Yoshimasa Sasagawa
嘉正 笹川
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP22301897A priority Critical patent/JP3887467B2/en
Publication of JPH1150454A publication Critical patent/JPH1150454A/en
Application granted granted Critical
Publication of JP3887467B2 publication Critical patent/JP3887467B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent an anchor member from being easily pulled out from under the ground in the anchor member interlocking with vegetation mat, etc., spread on the surface of slope. SOLUTION: An anchor member is equipped with a core body 2 having a large diameter section 2a and a small diameter section 2b, an internal cylinder 3 fitted to the outside of the small diameter section 2b of the core body 2 and an external cylinder 4 fitted to the outside of the internal cylinder 3, a plurality of spiral slit grooves and swelling sections 3v and 4v consisting of through remainder sections x and y are provided to parts of the cylinders 3 and 4 and, at the same time, the internal cylinder 3 and the front end of the external cylinder 4 are connected to a stage section d by means of welding, etc. The anchor member 1 is driven by driving the core body 2, and then, the swelling sections 3v and 4v of the internal cylinder 3 and external cylinder 4 are swelled to the outsides by hitting the internal cylinder 3 and external cylinder 4 to prevent the anchor member from being easily pulled out.

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、例えば山腹法面に
植生マット等を展張した際、植生マット等を固定してお
くアンカー部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor member for fixing a vegetation mat or the like when the vegetation mat or the like is spread on a hillside, for example.

【0002】[0002]

【従来の技術】従来、例えば山腹とか盛土の法面に、植
生マットとか緑化ネット等を展張するような法面保護工
法において、植生マット等を定位置に固定するためアン
カー部材が用いられる。このアンカー部材は、例えば棒
杭状の先端部が先細りとなって土中に打込み易いように
されるとともに、基端側にマット等を係止しておく係止
頭部が設けられ、このようなアンカー部材をマット等の
上から所定間隔置きに土中に打込んで固定するようにし
ている。
2. Description of the Related Art Conventionally, in a slope protection method in which a vegetation mat or a greening net is spread on a slope of a hillside or an embankment, for example, an anchor member is used to fix the vegetation mat or the like in a fixed position. In this anchor member, for example, the tip of a bar-pile shape is tapered so that it can be easily driven into the soil, and a locking head for locking a mat or the like is provided on the base end side. A suitable anchor member is driven into the soil at predetermined intervals from a mat or the like to be fixed.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
単純な棒杭状のアンカー部材は、例えば土壌が軟弱であ
るような場合とか、法面の傾斜が急であるような時には
土中から抜け出やすく、マット等を定位置に固定してお
く係止力が不足しがちになるという問題があった。
However, such a simple bar-pile anchor member comes out of the soil when the soil is soft or when the slope is steep. There is a problem that the locking force for fixing the mat or the like in a fixed position tends to be insufficient.

【0004】そこで本発明は、土中に打込んだ際、周囲
の土としっかり係合し、土中から抜け出しにくいアンカ
ー部材の提供を目的とする。
Accordingly, an object of the present invention is to provide an anchor member which is firmly engaged with the surrounding soil when it is driven into the soil, and is hard to slip out of the soil.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
本発明は、請求項1において、土壌の上面に展張される
被覆材料を定位置に係止しておくためのアンカー部材に
おいて、先端側の大径部と基端側の小径部が段部を介し
て連なり且つ大径部の先端が先細りとなった芯体と、こ
の芯体の小径部の外側に嵌装され且つ先端部が前記段部
に接合される筒体を設け、芯体を土中に打込むと筒体も
一緒に打込まれるようにし、また筒体を芯体とは別個に
打込むと、筒体の一部に設けた膨出部が外側に突出する
ようにした。
To achieve the above object, according to the present invention, there is provided an anchor member for retaining a covering material spread on an upper surface of soil in a fixed position in a tip side. A large diameter portion and a small diameter portion on the base end side are connected via a stepped portion, and the tip of the large diameter portion is tapered, and the core is fitted outside the small diameter portion of the core and the tip portion is Provide a cylinder to be joined to the step, so that when the core is driven into the soil, the cylinder is also driven together, and when the cylinder is driven separately from the core, a part of the cylinder is The bulging portion provided on the outer side protrudes outward.

【0006】そして、このアンカー部材の芯体を土中に
打込んだ後、筒体だけに更に打撃を加えて筒体の膨出部
を外側に突出させ、周囲の土中に入り込ませて容易に抜
け出さないようにする。ここで、筒体の先端部は芯体の
段部に接合されているため、芯体を打込むと筒体も一緒
に土中に打込まれ、また筒体に打撃を加えると筒体に座
屈荷重を与えることが出来る。また筒体の膨出部は、例
えば筒体に座屈荷重がかかった際に潰れやすく且つ潰れ
た部分が外側に突出しやすいようにする。
[0006] After the core of the anchor member is driven into the soil, a further impact is applied only to the cylindrical body so that the bulging portion of the cylindrical body protrudes outward, and is easily inserted into the surrounding soil. So that you do not get out. Here, the tip of the cylinder is joined to the step of the core, so when the core is driven in, the cylinder is also driven into the soil together. Buckling load can be applied. In addition, the bulging portion of the cylindrical body is easily crushed when, for example, a buckling load is applied to the cylindrical body, and the crushed portion is easily protruded outward.

【0007】また請求項2では、筒体の膨出部を、筒の
円周方向に沿って所定間隔置きに所定幅の螺旋状のスリ
ット溝を複数箇所打抜くことで、スリット溝間に形成さ
れる螺旋状の打抜き残部にて構成するようにした。
According to a second aspect of the present invention, the bulging portion of the cylindrical body is formed between the slit grooves by punching a plurality of spiral slit grooves having a predetermined width at predetermined intervals along the circumferential direction of the cylinder. Helical punching remaining portion to be formed.

【0008】このように筒の円周方向沿いに、複数の螺
旋状のスリット溝を設ければ、筒体に打撃を加えた際に
同部が潰れやすく且つ打抜き残部が座屈して外側に広が
りやすくなる。
If a plurality of spiral slit grooves are provided along the circumferential direction of the cylinder as described above, the same portion is easily crushed when the cylinder is hit, and the remaining portion of the punch buckles and spreads outward. It will be easier.

【0009】また請求項3では、筒体を、螺旋方向の異
なる内筒と外筒の二重筒構造にするようにした。このよ
うに螺旋方向の異なる内筒と外筒の二重筒構造にすれ
ば、座屈した部分を外側に広がらせる可能性を高めるこ
とが出来、しかも外側に膨出した部分の土中との係合力
を増すことが出来る。
According to a third aspect of the present invention, the cylinder has a double cylinder structure of an inner cylinder and an outer cylinder having different spiral directions. The double cylinder structure of the inner cylinder and the outer cylinder having different spiral directions can increase the possibility of spreading the buckled part outward, and furthermore, the bulging part can be formed in the soil with the part bulging outward. The engagement force can be increased.

【0010】[0010]

【発明の実施の形態】本発明のアンカー部材の実施形態
について添付した図面に基づき説明する。ここで図1は
本発明に係るアンカー部材の分解斜視図、図2はアンカ
ー部材の一部を断面にして示す作用図、図3は使用状態
の一例を示す説明図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the anchor member of the present invention will be described with reference to the attached drawings. Here, FIG. 1 is an exploded perspective view of the anchor member according to the present invention, FIG. 2 is an operation view showing a part of the anchor member in cross section, and FIG. 3 is an explanatory view showing an example of a use state.

【0011】本発明に係るアンカー部材は、例えば山腹
または盛土等の法面に対し植生工を施すような際、土壌
の上面に展張される植生マットとか緑化ネット等の被覆
材料を確実に所定位置に固定しておくことが出来るよう
にされ、土中に打込んだ後、抜け出しにくくなるように
されている。
[0011] The anchor member according to the present invention ensures that a covering material such as a vegetation mat or a greening net spread on the top surface of the soil at a predetermined position when vegetation is applied to a slope such as a hillside or an embankment. It is designed to be able to be fixed on the ground, and it is difficult to get out after driving into the soil.

【0012】すなわち、図1に示すように、このアンカ
ー部材1は、中心部の芯体2と、この芯体2の外側に嵌
装される内筒3と、この内筒3の外側に嵌装される外筒
4を備え、これらは一体に接合されている。
That is, as shown in FIG. 1, the anchor member 1 has a core 2 at the center, an inner cylinder 3 fitted on the outer side of the core 2, and an outer cylinder 3 fitted on the outer side of the inner cylinder 3. An outer cylinder 4 is provided, and these are integrally joined.

【0013】前記芯体2は、例えば金属製等の素材から
構成され、先端側の大径部2aと基端側の小径部2bが
段部dを介して連なった棒状形態にされるとともに、大
径部2aの先端は、土中に打込みやすいような先細り部
tとして構成されている。
The core 2 is made of, for example, a metal material, and has a rod-like shape in which a large-diameter portion 2a on the distal end and a small-diameter portion 2b on the proximal end are connected via a step d. The distal end of the large diameter portion 2a is formed as a tapered portion t that is easily driven into the soil.

【0014】そして、この芯体2の小径部2bの基端部
寄りには、軸を直径方向に貫く貫通孔hが設けられ、こ
の貫通孔hの位置は、後述する要領で、芯体2を打込ん
だ後、内筒3と外筒4に打撃を加えて打込んだ際、内筒
3と外筒4の端部が越えて外部に露出するような位置に
設定するとともに、この貫通孔hを、例えば被覆材料の
ネット等を繋止するためのワイヤ、またはロープ等を通
す締結孔として利用出来るようにしている。
A through-hole h is provided near the base end of the small-diameter portion 2b of the core body 2 so as to penetrate the shaft in the diametric direction. The position of the through-hole h is determined in the manner described later. After the inner cylinder 3 and the outer cylinder 4 are struck and impacted, the inner cylinder 3 and the outer cylinder 4 are set to a position where the ends of the outer cylinder 4 are exposed to the outside. The hole h can be used, for example, as a fastening hole for passing a wire or a rope for fastening a net or the like made of a coating material.

【0015】前記内筒3は、例えば金属製等の素材から
構成され、筒3の内径が前記芯体2の小径部2bよりや
や大径にされるとともに、筒3の外径は前記芯体2の大
径部2aより小径にされ、更に筒長は小径部2bの長さ
より短めにされている。
The inner cylinder 3 is made of a material such as metal, for example. The inner diameter of the cylinder 3 is slightly larger than the small diameter portion 2b of the core 2, and the outer diameter of the cylinder 3 is 2 has a smaller diameter than the large diameter portion 2a, and the cylinder length is shorter than the length of the small diameter portion 2b.

【0016】そして、この内筒3の先端側には、複数の
螺旋状のスリット溝m、…で構成される膨出部3vが形
成されている。すなわち、この膨出部3vは、筒の円周
方向に沿って複数の螺旋状のスリット溝m、…を打抜く
ことで、中間部に複数の螺旋状の打抜き残部x、…を残
すようにしており、内筒3を軸方向に圧縮した際に、打
抜き残部x、…が外側に広がりやすくなるようにしてい
る。
A bulging portion 3v formed of a plurality of spiral slit grooves m,... Is formed on the distal end side of the inner cylinder 3. That is, the bulging portion 3v is formed by punching a plurality of spiral slit grooves m,... Along the circumferential direction of the cylinder, so that a plurality of spiral punch remaining portions x,. When the inner cylinder 3 is compressed in the axial direction, the remaining portions x,.

【0017】次に、前記外筒4も、例えば金属製等の素
材にて構成され、この外筒4の内径は前記内筒3の外径
よりやや大径にされるとともに、外筒4の外径は前記芯
体2の大径部2aより小径にされ、更に筒長は概略前記
内筒3の長さとほぼ同一長とされている。
Next, the outer cylinder 4 is also made of, for example, a material such as metal, and the inner diameter of the outer cylinder 4 is made slightly larger than the outer diameter of the inner cylinder 3. The outer diameter is made smaller than the large diameter portion 2a of the core 2, and the length of the tube is approximately the same as the length of the inner tube 3.

【0018】そして、この外筒4の先端側には、複数の
螺旋状のスリット溝n、…で形成される膨出部4vが形
成されており、この膨出部4vの螺旋方向は、前記内筒
3の膨出部3vの螺旋方向とは逆方向にするとともに、
筒の円周方向に沿って複数のスリット溝n、…を打抜く
ことで、中間部に複数の螺旋状の打抜き残部y、…を残
すようにしている。
A bulging portion 4v formed by a plurality of helical slit grooves n,... Is formed on the distal end side of the outer cylinder 4. The helical direction of the bulging portion 4v is as described above. The spiral direction of the bulging portion 3v of the inner cylinder 3 is set to be opposite to the spiral direction,
By punching a plurality of slit grooves n,... Along the circumferential direction of the cylinder, a plurality of spiral remaining punch portions y,.

【0019】そして以上のようなアンカー部材1は、芯
体2の小径部2bに内筒3と外筒4を二重に被せて、内
筒3と外筒4の端部を段部dに当接させるとともに、こ
の当接部を溶接、或いはロウ付けして一体化する。する
と、図2(A)に示すように、芯体2の小径部2bの端
部は、内筒3及び外筒4の端部を越えて筒外に飛出した
状態で一体化される。
In the anchor member 1 as described above, the inner cylinder 3 and the outer cylinder 4 are doubly covered on the small-diameter portion 2b of the core body 2, and the ends of the inner cylinder 3 and the outer cylinder 4 are placed on the step d. At the same time, the contact portions are welded or brazed to be integrated. Then, as shown in FIG. 2A, the end of the small diameter portion 2b of the core body 2 is integrated with the end of the inner tube 3 and the outer tube 4 and jumps out of the tube.

【0020】次に本アンカー部材1の使用要領等につい
て、図2及び図3に基づき説明する。本アンカー部材1
は、例えば、山腹等の法面10に展開した被覆材料とし
ての緑化ネット11の固定部のすべての箇所に適用して
も良いが、特にロックネット、スロープネットの端末ロ
ープ等の特定箇所を固定する固定具として適用すればよ
り効率的であり、この時は、直接ネットを固定する従来
型のアンカー部材21と併用するようにする。
Next, the procedure for using the anchor member 1 will be described with reference to FIGS. Book anchor member 1
May be applied to all portions of the fixing portion of the greening net 11 as a covering material spread on the slope 10 such as a hillside, but in particular, a specific portion such as a lock net or a terminal rope of a slope net is fixed. It is more efficient if it is applied as a fixing device that performs fixing. In this case, it is used together with a conventional anchor member 21 that directly fixes the net.

【0021】すなわち、図3に示すように、山腹等の法
面10に被覆材料としての緑化ネット11を展開し、例
えば中間部を従来型のアンカー21で固定し、端末ロー
プ等の箇所に本アンカー部材1を打込む。因みに、この
緑化ネット11は、例えば二重織りネット12に対して
所定間隔置きに肥料袋13を装着したようなものであ
る。
That is, as shown in FIG. 3, a greening net 11 as a coating material is developed on a slope 10 such as a hillside, and for example, an intermediate portion is fixed with a conventional anchor 21 and a book is placed on a terminal rope or the like. The anchor member 1 is driven. Incidentally, the greening net 11 is, for example, such that fertilizer bags 13 are attached to the double-woven net 12 at predetermined intervals.

【0022】そして、本アンカー部材1の打込みは、図
2(A)に示すようなアンカー部材1の芯体2の小径部
2bの上端を打撃して打込むことで、内筒3と外筒4を
一体に土中に打込む。この際、実施形態では外筒4の外
径は大径部2aの径より小さいため、全体を円滑に打込
むことが出来る。
The anchor member 1 is driven by hitting the upper end of the small diameter portion 2b of the core 2 of the anchor member 1 as shown in FIG. 4 into the soil together. At this time, in the embodiment, since the outer diameter of the outer cylinder 4 is smaller than the diameter of the large-diameter portion 2a, the entire body can be driven smoothly.

【0023】芯体2がある程度の深さまで打込まれる
と、次に内筒3と外筒4を打撃する。この内筒3と外筒
4に打撃を加える際は、例えば専用パイプ等を芯体2に
被せて内筒3と外筒4の端部に当接させ、この専用パイ
プ等を打撃することで内筒3と外筒4を打込む。
When the core 2 is driven to a certain depth, the inner cylinder 3 and the outer cylinder 4 are hit next. When a blow is applied to the inner cylinder 3 and the outer cylinder 4, for example, a dedicated pipe or the like is put on the core body 2 and is brought into contact with the ends of the inner cylinder 3 and the outer cylinder 4. The inner cylinder 3 and the outer cylinder 4 are driven.

【0024】すると、各筒3、4の先端部は芯体2の段
部dに当接して前進不能のため圧縮荷重を受け、各膨出
部3v、4vは潰れるように座屈して各打抜き残部x、
yが外側に広がって土中に入り込み、図2(B)に示す
ような形態となる。因みに、図2(B)は膨出部3v、
4vが綺麗に四周方向に均一に広がった状態を示してい
るが、必ずしもこのように綺麗に広がる必要はなく、局
部的に特定方向だけに広がっても効果がある。
Then, the distal end of each of the cylinders 3 and 4 comes into contact with the step d of the core body 2 and receives a compressive load because it cannot advance, and the bulging portions 3v and 4v buckle so as to be crushed and punch each. The rest x,
The y spreads outward and enters the soil, forming a form as shown in FIG. Incidentally, FIG. 2 (B) shows a bulging portion 3v,
Although 4v shows a state in which it spreads finely and uniformly in the four circumferential directions, it is not always necessary to spread in such a fine manner, and it is effective even if it locally spreads only in a specific direction.

【0025】またこの内筒3と外筒4の打込み量は、少
なくとも芯体2に穿設した貫通孔hが外部に露出する程
度とする。
The driving amount of the inner cylinder 3 and the outer cylinder 4 is set so that at least the through hole h formed in the core 2 is exposed to the outside.

【0026】そしてこのような状態でアンカー部材1が
打込まれて固定されると、貫通孔hにワイヤ、ロープ等
を通して緑化ネット11の端末ロープ等に締結し固定す
る。そしてこのように緑化ネット11が固定されると、
図3に示すように、その上から植生基材14等が吹き付
けられ、植物の成育基盤が整えられる。
When the anchor member 1 is driven and fixed in such a state, the anchor member 1 is fastened and fixed to a terminal rope or the like of the greening net 11 through a wire, a rope or the like through the through hole h. And when the greening net 11 is fixed in this way,
As shown in FIG. 3, a vegetation base material 14 or the like is sprayed thereon to prepare a plant growth base.

【0027】尚、本発明は以上のような実施形態に限定
されるものではない。本発明の特許請求の範囲に記載し
た事項と実質上同一の構成を有し、同一の作用効果を奏
するものは本発明の技術的範囲に属する。例えば本アン
カー部材1の適用箇所は一例であり、その他の箇所に適
用するようにしても良く、またアンカー部材1の材質等
も任意である。また、膨出部3v、4vのスリット溝
m、nの数等も任意である。更に、法面以外の土壌に展
開した被覆材料を固定するために使用しても良い。
The present invention is not limited to the above embodiment. Those having substantially the same configuration as those described in the claims of the present invention and exhibiting the same functions and effects belong to the technical scope of the present invention. For example, the application location of the present anchor member 1 is an example, and may be applied to other locations, and the material of the anchor member 1 is also arbitrary. Further, the number of the slit grooves m and n of the bulging portions 3v and 4v is also arbitrary. Further, it may be used for fixing the coating material spread on the soil other than the slope.

【0028】[0028]

【発明の効果】以上のように本発明のアンカー部材は、
請求項1のように、先端側の大径部と基端側の小径部が
段部を介して連なる芯体に対し、小径部の外側に筒体を
嵌装して先端部を段部に接合し、芯体を打込んだ後、筒
体を打込むことで筒体の膨出部を外側に突出させるよう
にしたため、容易に土中から抜け出すことがなく被覆材
料をしっかり固定することが出来る。また請求項2のよ
うに、筒体の膨出部を、複数の螺旋状の打抜き残部で構
成すれば、筒体を打込んだ際に同部が座屈状に潰れやす
くなりまた潰れた部分を外側に広がりやすくすることが
出来る。更に請求項3のように、筒体を、螺旋方向の異
なる内筒と外筒の二重筒構造にすれば、潰れた部分が外
側に広がる可能性を高めることが出来、しかも土中との
係合力を増すことが出来る。
As described above, the anchor member of the present invention is
As in claim 1, a cylindrical body is fitted to the outside of the small-diameter portion with respect to the core body in which the large-diameter portion on the distal side and the small-diameter portion on the base end are connected via the step portion, and the distal portion is formed into the step portion. After joining and driving the core, the bulging part of the cylinder is projected outward by driving the cylinder, so that the coating material can be firmly fixed without easily falling out of the soil. I can do it. Further, if the bulging portion of the cylindrical body is constituted by a plurality of helical punching remaining portions as in claim 2, when the cylindrical body is driven, the same portion is easily buckled and crushed. Can be easily spread outward. Further, when the cylindrical body has a double cylindrical structure of an inner cylinder and an outer cylinder having different helical directions, the possibility that the crushed portion spreads outward can be increased, and furthermore, the inner body and the outer cylinder can be connected to the soil. The engagement force can be increased.

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

【図1】本発明に係るアンカー部材の分解斜視図FIG. 1 is an exploded perspective view of an anchor member according to the present invention.

【図2】アンカー部材の一部を断面にして示す作用図FIG. 2 is an operation view showing a cross section of a part of the anchor member.

【図3】使用状態の一例を示す説明図FIG. 3 is an explanatory diagram showing an example of a use state;

【符号の説明】[Explanation of symbols]

1…アンカー部材、2…芯体、2a…大径部、2b…小
径部、3…内筒、3v…膨出部、4…外筒、4v…膨出
部、d…段部、t…先細り部、m、n…スリット溝、
x、y…打抜き残部。
DESCRIPTION OF SYMBOLS 1 ... Anchor member, 2 ... Core body, 2a ... Large diameter part, 2b ... Small diameter part, 3 ... Inner cylinder, 3v ... Swelling part, 4 ... Outer cylinder, 4v ... Swelling part, d ... Step part, t ... Tapered part, m, n ... slit groove,
x, y: remaining part of punching.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 土壌の上面に展張される被覆材料を定位
置に係止しておくためのアンカー部材であって、先端側
の大径部と基端側の小径部が段部を介して連なり且つ大
径部の先端が先細りとなった芯体と、この芯体の小径部
の外側に嵌装され且つ先端部が前記段部に接合される筒
体を備え、前記芯体を土中に打込むと前記筒体も一緒に
打込まれるようにし、また前記筒体を芯体とは別個に打
込むと、該筒体の一部に設けた膨出部が外側に突出する
ようにしたことを特徴とするアンカー部材。
1. An anchor member for retaining a covering material spread on an upper surface of soil in a fixed position, wherein a large-diameter portion on a distal side and a small-diameter portion on a proximal side are interposed through a step portion. A core body having a continuous and large-diameter portion with a tapered tip, and a cylindrical body fitted to the outside of the small-diameter portion of the core and having a tip joined to the step portion, and When the cylinder is driven, the cylinder is also driven together, and when the cylinder is driven separately from the core, the bulging portion provided in a part of the cylinder protrudes outward. An anchor member characterized in that:
【請求項2】 請求項1に記載のアンカー部材におい
て、前記筒体の膨出部は、筒の円周方向に沿って所定間
隔置きに所定幅の螺旋状のスリット溝を複数箇所打抜く
ことで、スリット溝間に形成される螺旋状の打抜き残部
にて構成することを特徴とするアンカー部材。
2. The anchor member according to claim 1, wherein the bulging portion of the cylindrical body punches a plurality of spiral slit grooves having a predetermined width at predetermined intervals along a circumferential direction of the cylinder. An anchor member characterized by comprising a helical punching remaining portion formed between slit grooves.
【請求項3】 請求項2に記載のアンカー部材におい
て、前記筒体を、螺旋方向の異なる内筒と外筒の二重筒
構造にすることを特徴とするアンカー部材。
3. The anchor member according to claim 2, wherein the cylindrical body has a double cylindrical structure of an inner cylinder and an outer cylinder having different helical directions.
JP22301897A 1997-08-05 1997-08-05 Anchor member Expired - Fee Related JP3887467B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22301897A JP3887467B2 (en) 1997-08-05 1997-08-05 Anchor member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22301897A JP3887467B2 (en) 1997-08-05 1997-08-05 Anchor member

Publications (2)

Publication Number Publication Date
JPH1150454A true JPH1150454A (en) 1999-02-23
JP3887467B2 JP3887467B2 (en) 2007-02-28

Family

ID=16791551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22301897A Expired - Fee Related JP3887467B2 (en) 1997-08-05 1997-08-05 Anchor member

Country Status (1)

Country Link
JP (1) JP3887467B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100997671B1 (en) 2008-08-20 2010-12-07 이인귀 Packer type extension anchor
KR101040038B1 (en) 2008-08-20 2011-06-09 이인귀 A rock bed extension type anchor
NL2022422B1 (en) * 2019-01-18 2020-08-18 Kloosterman Waterbouw B V Method for anchoring a civil object in the ground as well as anchoring device for use in such a method.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100997671B1 (en) 2008-08-20 2010-12-07 이인귀 Packer type extension anchor
KR101040038B1 (en) 2008-08-20 2011-06-09 이인귀 A rock bed extension type anchor
NL2022422B1 (en) * 2019-01-18 2020-08-18 Kloosterman Waterbouw B V Method for anchoring a civil object in the ground as well as anchoring device for use in such a method.

Also Published As

Publication number Publication date
JP3887467B2 (en) 2007-02-28

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