JPH029135B2 - - Google Patents

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Publication number
JPH029135B2
JPH029135B2 JP788485A JP788485A JPH029135B2 JP H029135 B2 JPH029135 B2 JP H029135B2 JP 788485 A JP788485 A JP 788485A JP 788485 A JP788485 A JP 788485A JP H029135 B2 JPH029135 B2 JP H029135B2
Authority
JP
Japan
Prior art keywords
legs
anchor
length
intervening
hole
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
JP788485A
Other languages
Japanese (ja)
Other versions
JPS61169544A (en
Inventor
Akyuki Shima
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 JP788485A priority Critical patent/JPS61169544A/en
Publication of JPS61169544A publication Critical patent/JPS61169544A/en
Publication of JPH029135B2 publication Critical patent/JPH029135B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、例えば発泡コンクリート(以下単に
ALCと呼ぶことがある)の如き軟質且つ多孔質
材料に使用されるアンカーに関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to, for example, foamed concrete (hereinafter simply referred to as
Anchors used in soft and porous materials such as ALC (sometimes referred to as ALC).

〔従来の技術〕[Conventional technology]

従来、同種のアンカーは、実公昭57−19449号
公報に示すように、一対の脚体間に帯状金属板を
挟持密着させ、該両脚体の接合面の先端部に対称
な先細テーパ面を形成していた。
Conventionally, the same type of anchor has been made by sandwiching and tightly fitting a band-shaped metal plate between a pair of legs, and forming a symmetrical tapered surface at the tip of the joint surface of both legs, as shown in Japanese Utility Model Publication No. 19449/1983. Was.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記アンカーでは、軟質材料に打込めば、該ア
ンカーの一対の脚体は拡開し、該軟質材料は、第
9図又は第10図に示すような、裾広がり状の孔
aが形成されるが、打込時にアンカーの打込孔の
開口部b附近が破砕f化されて、引抜力が作用し
たときの抵抗力が小さくなる。かつ引抜力が作用
したときに脚体を常に拡開状としておくための部
材が小帯状金属板であつて、弱いために、一層ア
ンカーの引抜き抵抗力は減少する。
When the above-mentioned anchor is driven into a soft material, the pair of legs of the anchor expand, and the soft material forms a widening hole a as shown in FIG. 9 or 10. However, during driving, the vicinity of the opening b of the driving hole of the anchor is fractured, and the resistance force when a pull-out force is applied becomes small. In addition, the member for keeping the legs in an expanded state when a pullout force is applied is a small band-like metal plate and is weak, so that the pullout resistance of the anchor is further reduced.

本発明は従来のこのような問題点を解決して、
材料に対する引抜き抵抗力が大となるアンカーを
提供することを目的とする。
The present invention solves these conventional problems, and
It is an object of the present invention to provide an anchor that has a high pull-out resistance against a material.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、頭部にて連結されると共に、先端の
対向面側に先細傾斜面が形成される一対の脚体か
らなるアンカーにおいて、一対の脚体の外周に摺
動可能に外嵌される外環部を設けると共に、該脚
体間に介在されかつ先端に楔体を有する介在部を
該外環部と一体状に形成し、さらに、該介在部の
長さ寸法を上記脚体の長さ寸法の20〜70%に設定
した。
The present invention provides an anchor consisting of a pair of legs that are connected at the head and have tapered inclined surfaces formed on opposite sides of the tips, and that is slidably fitted around the outer periphery of the pair of legs. An outer annular portion is provided, and an intervening portion that is interposed between the legs and has a wedge at its tip is formed integrally with the outer annular portion, and further, the length of the intervening portion is set to be the same as the length of the legs. Set to 20-70% of the dimensions.

〔作用〕[Effect]

上記の如く構成されたアンカーを、発泡コンク
リートの如き軟質且つ多孔質材料に打込めば、楔
体が脚体の対向面間に割込んでゆき、該脚体の先
端部のみが拡開すると共に、該拡開部分は楔体に
より狭められることがなくなる。さらに、頭部か
ら介在部の長さ寸法と略同一寸法間までの脚体
は、拡開することなくALCに打込まれ、ALCの
内部においてはじめて大きく拡開する。
When the anchor configured as described above is driven into a soft and porous material such as foamed concrete, the wedge body will cut between the opposing surfaces of the legs, and only the tip of the legs will expand. , the expanded portion is no longer narrowed by the wedge body. Further, the legs extending from the head to a length that is approximately the same as the length of the intervening portion are driven into the ALC without being expanded, and are expanded significantly for the first time inside the ALC.

〔実施例〕〔Example〕

以下、実施例に示す図面に基づいて本発明を詳
説する。
Hereinafter, the present invention will be explained in detail based on drawings shown in examples.

第2図と第3図において、1はアンカーであつ
て、アンカー本体2と、摺動部材3と、から構成
される。アンカー本体2は、第4図に示すような
横断面が扇状の一対の脚体4,4をその弦側で対
向させて、頭部5にて一体状に連結されている。
さらに、一対の脚体4,4の先端の対向面6,6
側に先細傾斜面7,7が形成される。8,8は両
脚体4,4を連結する連結片であつて、第5図に
示す如く、両脚体4,4の対向面6,6の一部の
みが連結されている。そして、打込時に介在部1
1の切欠き部12にて順次切断されてゆく。
In FIGS. 2 and 3, reference numeral 1 denotes an anchor, which is composed of an anchor body 2 and a sliding member 3. The anchor body 2 has a pair of legs 4, 4 having a fan-shaped cross section as shown in FIG. 4, which are opposed to each other on their string sides, and are integrally connected at a head 5.
Furthermore, opposing surfaces 6, 6 at the tips of the pair of legs 4, 4
Tapered inclined surfaces 7, 7 are formed on the sides. Reference numerals 8 and 8 are connection pieces that connect the legs 4, 4, and as shown in FIG. 5, only a portion of the opposing surfaces 6, 6 of the legs 4, 4 are connected. Then, when driving, the interposed part 1
The pieces are sequentially cut at the notch portions 12 of 1.

摺動部材3は、第1図と第6図に示す如く、上
記一対の脚体4,4の外周に摺動可能に外嵌され
る外環部9と、該脚体4,4間に介在されかつ先
端に楔体10を有する介在部11と、から構成さ
れる。そして、該外環部9はリング体からなり、
また、介在部11は、上記両脚体4,4間に介在
可能なように第4図に示すような横断面が〓形状
に形成される。さらに、楔体10は、脚体4,4
の傾斜面7,7に嵌合するように、該介在部11
の先端を正面から見て先太にかつ側面から見て先
細にして形成される。そして、該介在部11の基
端が上記外環部9に一体状に連結され、平面的に
見れば、該介在部11が外環部9の直径位置に配
設される。また、図例に於ては、介在部11の長
さ寸法lが上記アンカー本体2の脚体4の長さ寸
法Lの略半分に設定される。12は介在部11の
基端面に設けられた切欠き部である。
As shown in FIGS. 1 and 6, the sliding member 3 includes an outer ring portion 9 that is slidably fitted around the outer periphery of the pair of legs 4, 4, and an outer ring portion 9 that is fitted between the legs 4, 4. and an interposed part 11 having a wedge body 10 at its tip. The outer ring portion 9 is made of a ring body,
Further, the intervening part 11 is formed in a cross-sectional shape as shown in FIG. 4 so that it can be interposed between the legs 4, 4. Further, the wedge body 10 has legs 4, 4.
The intervening portion 11 is arranged so as to fit into the inclined surfaces 7, 7 of the
The tip is thick when viewed from the front and tapered when viewed from the side. The proximal end of the intervening portion 11 is integrally connected to the outer annular portion 9, and the intervening portion 11 is disposed at a diametrical position of the outer annular portion 9 when viewed from above. Further, in the illustrated example, the length l of the intervening portion 11 is set to approximately half the length L of the leg 4 of the anchor body 2. Reference numeral 12 denotes a notch provided on the proximal end surface of the intervening portion 11 .

次に、第7図は上記の如く構成されたアンカー
1が、発泡コンクリート等の軟質材料13に図示
省略のハンマーにて打込まれる状態を示してい
る。14は被取付部である。第7図の状態から
第7図の状態、即ち摺動部材3の外環部9が被
取付部14に当接する状態までは、脚体4,4は
該外環部9に締付けられると共に、傾斜面7,7
が介在部11の楔体10と嵌合されているので、
該脚体4,4は、該脚体4,4の先端が拡開せず
にまつすぐに上記軟質材料13に打込まれる。つ
まり、軟質材料13の表面15から脚体4,4の
先端までの長さ寸法A間の孔16は最小の孔径B
となる。
Next, FIG. 7 shows a state in which the anchor 1 constructed as described above is driven into a soft material 13 such as foamed concrete with a hammer (not shown). 14 is an attached part. From the state shown in FIG. 7 to the state shown in FIG. 7, that is, the state in which the outer ring part 9 of the sliding member 3 is in contact with the attached part 14, the legs 4, 4 are tightened to the outer ring part 9, and Slope 7, 7
is fitted with the wedge body 10 of the interposed part 11, so
The legs 4, 4 are immediately driven into the soft material 13 without the tips of the legs 4, 4 expanding. That is, the hole 16 between the length dimension A from the surface 15 of the soft material 13 to the tips of the legs 4, 4 has the minimum hole diameter B.
becomes.

さらに、上記アンカー1を打込み続けると、摺
動部材3の外環部9は被取付部14に当接したま
まその位置にとどまり、脚体4,4のみが打込ま
れてゆく。そのため、摺動部材3の介在部11の
楔体10が、強制的に脚体4,4の対向面6,6
間に割込んでゆき、第7図→のように、脚体
4,4の先端部のみが拡開する。即ち、上記長さ
寸法Aから楔体10を除いた長さ寸法C間は、上
記の如く、軟質材料13の孔径Bが最小となつ
ており、かつそれよりも奥部において脚体4,4
は大きく拡開する。
Further, as the anchor 1 continues to be driven in, the outer ring part 9 of the sliding member 3 remains in that position while contacting the attached part 14, and only the legs 4, 4 are driven in. Therefore, the wedge body 10 of the interposed part 11 of the sliding member 3 is forced to
As shown in FIG. 7, only the tips of the legs 4, 4 are expanded. That is, as described above, between the length dimension C excluding the wedge body 10 from the length dimension A, the hole diameter B of the soft material 13 is the minimum, and the legs 4, 4 are located deeper than that.
expands greatly.

即ち、軟質材料13のアンカー1が形成する孔
16は、第8図に示すような倒立Y字状となる。
つまり、上記長さ寸法B間の孔16の周辺部の軟
質材料13は破砕化されていない。さらに、楔体
10により、本アンカーを引抜こうとした時、脚
体4,4の拡開部分は狭まらずに、強力な引抜き
抵抗力が生じる。
That is, the hole 16 formed by the anchor 1 of the soft material 13 has an inverted Y shape as shown in FIG.
In other words, the soft material 13 around the hole 16 between the length dimension B is not crushed. Further, due to the wedge body 10, when an attempt is made to pull out the main anchor, the expanded portions of the legs 4, 4 do not narrow, and a strong pulling resistance force is generated.

また、以上の実施例によれば、一対の脚体4,
4を連結片8,8で連結しているので、アンカー
1の打込み時における該アンカー1の座〓防止及
び軟質材料13の孔16の拡大防止となる。さら
に、脚体4,4の横断面を扇状に形成すと共に、
摺動部材3の介在部11を該脚体4,4に嵌合す
るように横断面を〓形状に形成したので、摺動部
材3の介在部11は脚体4,4間から逃げること
なく常に該脚体4,4間に介在される。
Further, according to the above embodiment, the pair of legs 4,
4 are connected by the connecting pieces 8, 8, so that the anchor 1 is prevented from being seated when the anchor 1 is driven in, and the hole 16 in the soft material 13 is prevented from expanding. Furthermore, while forming the cross section of the legs 4, 4 into a fan shape,
Since the cross section of the intervening part 11 of the sliding member 3 is formed into a square shape so as to fit into the legs 4, 4, the intervening part 11 of the sliding member 3 does not escape from between the legs 4, 4. It is always interposed between the legs 4, 4.

なお、摺動部材3の楔体10と外環部9とを結
ぶ介在部11を、ワイヤ、プラスチツク線とする
ことも好ましい。
Note that it is also preferable that the intervening part 11 connecting the wedge body 10 of the sliding member 3 and the outer ring part 9 be made of wire or plastic wire.

なお、介在部11の長さ寸法lは、脚体4,4
の長さ寸法の20〜70%の範囲において、増減する
ことが可能であるが、lがLの20%よりも短い場
合には、第9図に示した孔に近似した形状−つま
りアンカー打込の直後から脚体4,4が拡開して
しまつた形状−となり、孔部開口端部が引抜力作
用時に切欠けて、引抜抵抗力が減少してしまつ
て、好ましくない。逆に、lがLの70%を越えて
介在部11が長い場合には、軟質材料の内部にお
いて僅かしか脚体4,4の先端が拡開しないため
に、引抜抵抗力が減少してしまつて、好ましくな
い。故に、l=0.20L〜l=0.70Lとすれば、従来
よりも十分に引抜抵抗力を増大出来る。特に、l
=0.30L〜l=0.60Lの附近に於て、最大の引抜抵
抗力が得られることが判明した。
Note that the length l of the intervening portion 11 is
It is possible to increase or decrease the length within the range of 20 to 70%, but if l is shorter than 20% of L, the shape approximates the hole shown in Figure 9 - that is, the anchor drive. Immediately after insertion, the legs 4, 4 take on a widened shape, and the opening end of the hole is notched when a pulling force is applied, reducing the pulling resistance, which is undesirable. On the other hand, if l exceeds 70% of L and the intervening part 11 is long, the tips of the legs 4, 4 will expand only slightly inside the soft material, so the pull-out resistance will decrease. So, I don't like it. Therefore, by setting l=0.20L to l=0.70L, the pulling resistance force can be sufficiently increased compared to the conventional one. In particular, l
It has been found that the maximum pulling resistance can be obtained in the vicinity of =0.30L to l=0.60L.

〔発明の効果〕〔Effect of the invention〕

本発明のアンカーは、ALC等の軟質材料に打
込めば、楔体が脚体の対向面間に割込んでゆき、
該脚体の先端部のみが拡開すると共に、該拡開部
分は楔体により狭められることがなくなり、引抜
抵抗力を発揮する。さらに、頭部から、介在部の
長さ寸法と略同一寸法間までの脚体は、拡開する
ことがない。従つて、上記材料の表面から、介在
部の長さ寸法と略同一寸法間までのアンカーが形
成する孔は、十分に長くかつ孔径を最小とするこ
とができ、さらに、該孔の周辺部の材料は破砕化
されていないので、第8図中の矢印Dのように脚
体4,4を内径方向に押圧して、引抜力に耐え
て、抵抗力を一層増加する。
When the anchor of the present invention is driven into a soft material such as ALC, the wedge body cuts between the opposing surfaces of the leg body,
Only the distal ends of the legs are expanded, and the expanded portions are no longer narrowed by the wedge bodies, exerting a pulling resistance force. Further, the legs from the head to a length approximately equal to the length of the intervening portion do not expand. Therefore, the hole formed by the anchor from the surface of the material to approximately the same length as the length of the intervening part can be sufficiently long and have a minimum hole diameter, and furthermore, the hole in the periphery of the hole can be made sufficiently long and have a minimum diameter. Since the material is not crushed, the legs 4, 4 are pressed in the direction of the inner diameter as indicated by arrow D in FIG. 8 to withstand the pull-out force and further increase the resistance force.

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

第1図は本発明の一実施例を示す外環部と介在
部の斜視図、第2図は全体の正面図、第3図は側
面図、第4図は第2図におけるX−X線断面図、
第5図は第2図におけるY−Y線断面図、第6図
は第1図の側面図、第7図は使用方法を順次説明
するための一部断面正面図、第8図は本発明のア
ンカーにて形成される孔の状態を示す断面図であ
る。第9図と第10図は従来のアンカーが形成す
る孔の状態を示す断面図である。 4……脚体、5……頭部、6……対向面、7…
…先細傾斜面、9……外環部、10……楔体、1
1……介在部、l……長さ寸法、L……長さ寸
法。
Fig. 1 is a perspective view of an outer ring part and an intervening part showing an embodiment of the present invention, Fig. 2 is a front view of the whole, Fig. 3 is a side view, and Fig. 4 is taken along the line X-X in Fig. 2. cross section,
5 is a sectional view taken along the line Y-Y in FIG. 2, FIG. 6 is a side view of FIG. FIG. 3 is a cross-sectional view showing the state of a hole formed by the anchor. FIGS. 9 and 10 are cross-sectional views showing the state of holes formed by conventional anchors. 4... Legs, 5... Head, 6... Opposing surface, 7...
... Tapered inclined surface, 9 ... Outer ring part, 10 ... Cuneiform body, 1
1...Intervening part, l...Length dimension, L...Length dimension.

Claims (1)

【特許請求の範囲】 1 頭部5にて連結されると共に、先端の対向面
6,6側に先細傾斜面7,7が形成される一対の
脚体4,4からなるアンカーにおいて、 一対の脚体4,4の外周に摺動可能に外嵌され
る外環部9を設けると共に、該脚体4,4間に介
在されかつ先端に楔体10を有する介在部11を
該外環部9と一体状に形成し、さらに、該介在部
11の長さ寸法lを上記脚体4,4の長さ寸法L
の20〜70%に設定したことを特徴とするアンカ
ー。
[Scope of Claims] 1. An anchor consisting of a pair of legs 4, 4 connected at a head 5 and having tapered inclined surfaces 7, 7 formed on opposing surfaces 6, 6 at the tips, An outer ring part 9 is provided that is slidably fitted around the outer periphery of the legs 4, 4, and an intervening part 11 that is interposed between the legs 4, 4 and has a wedge body 10 at its tip is provided in the outer ring part. 9, and further, the length l of the interposed part 11 is set to the length l of the legs 4, 4.
The anchor is characterized by being set at 20 to 70%.
JP788485A 1985-01-18 1985-01-18 Anchor Granted JPS61169544A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP788485A JPS61169544A (en) 1985-01-18 1985-01-18 Anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP788485A JPS61169544A (en) 1985-01-18 1985-01-18 Anchor

Publications (2)

Publication Number Publication Date
JPS61169544A JPS61169544A (en) 1986-07-31
JPH029135B2 true JPH029135B2 (en) 1990-02-28

Family

ID=11678026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP788485A Granted JPS61169544A (en) 1985-01-18 1985-01-18 Anchor

Country Status (1)

Country Link
JP (1) JPS61169544A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03233043A (en) * 1990-02-08 1991-10-17 Koyo Kizai Kk Body striking type anchor

Also Published As

Publication number Publication date
JPS61169544A (en) 1986-07-31

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