JP2549710Y2 - Anchor piece - Google Patents

Anchor piece

Info

Publication number
JP2549710Y2
JP2549710Y2 JP1993029407U JP2940793U JP2549710Y2 JP 2549710 Y2 JP2549710 Y2 JP 2549710Y2 JP 1993029407 U JP1993029407 U JP 1993029407U JP 2940793 U JP2940793 U JP 2940793U JP 2549710 Y2 JP2549710 Y2 JP 2549710Y2
Authority
JP
Japan
Prior art keywords
metal plates
plate
anchor piece
tapered
pair
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 - Lifetime
Application number
JP1993029407U
Other languages
Japanese (ja)
Other versions
JPH071105U (en
Inventor
▲隆▼夫 若井
Original Assignee
若井産業株式会社
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 若井産業株式会社 filed Critical 若井産業株式会社
Priority to JP1993029407U priority Critical patent/JP2549710Y2/en
Publication of JPH071105U publication Critical patent/JPH071105U/en
Application granted granted Critical
Publication of JP2549710Y2 publication Critical patent/JP2549710Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】この考案は、軽量気泡コンクリー
ト(ALC)に打込み固定する開脚式のアンカーピース
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an open leg type anchor piece which is driven and fixed to lightweight cellular concrete (ALC).

【0002】[0002]

【従来の技術】軽量気泡コンクリートをボルトで固定し
たり、この気泡コンクリートにボルトで他の部材を取付
ける場合、雌ねじを有すると共に、気泡コンクリートへ
の打込みによる開脚によって抜止が得られるアンカーピ
ースが用いられる。
2. Description of the Related Art When fixing lightweight cellular concrete with bolts or attaching other members to the cellular concrete with bolts, an anchor piece that has female threads and that can be secured by opening the legs by driving into cellular concrete is used. Can be

【0003】従来のアンカーピース1は図4に示すよう
に、一端の一面にテーパ部2を有する一対の金属板3、
3をテーパ部2、2が対向するよう重ね合わせ、両金属
板3、3の他端側に雌ねじ4を有するナット5を溶接固
定し、この溶接によって両金属板3、3を結合した構造
になっており、図5のように、ナット5を打撃して両金
属板3、3を気泡コンクリートA内に打込むことによ
り、金属板3、3はテーパ部2、2で両側に開脚し、耐
引抜き強度が得られることになる。
As shown in FIG. 4, a conventional anchor piece 1 has a pair of metal plates 3 having a tapered portion 2 on one surface of one end.
3 are overlapped so that the tapered portions 2 and 2 face each other, and a nut 5 having a female screw 4 is welded and fixed to the other end side of the two metal plates 3 and 3 to form a structure in which the two metal plates 3 and 3 are joined by this welding. As shown in FIG. 5, by hitting the nut 5 and driving both metal plates 3 and 3 into the cellular concrete A, the metal plates 3 and 3 are opened on both sides at the tapered portions 2 and 2. And pull-out resistance.

【0004】[0004]

【考案が解決しようとする課題】ところで、上記従来の
アンカーピース1は、ナット5の最大径aが大径である
ため、図5のように、気泡コンクリートA内にナット5
を埋込状とするには、ドリル等で予め下孔6をあけなけ
ればならないという不便がある。
However, in the above-mentioned conventional anchor piece 1, since the maximum diameter a of the nut 5 is large, as shown in FIG.
There is an inconvenience that the pilot hole 6 must be made in advance with a drill or the like in order to make the embedded shape.

【0005】また、両金属板3、3に対するナット5の
固定は、ナット5の下部切欠を両金属板3、3に嵌め合
せて行なうため、両金属板3、3の開脚基点はナット5
の下面部分となり、両金属板3、3の開脚可能部bの長
さが短かくなり、その分耐引抜強度が低いという問題が
ある。
Since the nut 5 is fixed to the metal plates 3 by fitting the lower notch of the nut 5 to the metal plates 3, the base of the legs of the metal plates 3 is set to the nut 5.
In this case, the length of the openable leg b of the metal plates 3 and 3 becomes short, and there is a problem that the pull-out resistance is correspondingly low.

【0006】そこでこの考案の課題は、下孔をあけるこ
となく全長を気泡コンクリート内に埋設することができ
ると共に、開脚可能部を長くして耐引抜強度を向上させ
ることができるアンカーピースを提供することにある。
Therefore, an object of the present invention is to provide an anchor piece which can be buried in a cellular concrete in its entire length without drilling a pilot hole, and which has a longer leg-openable portion to improve pull-out resistance. Is to do.

【0007】[0007]

【課題を解決するための手段】上記のような課題を解決
するため、この考案は、一端の一面にテーパ部を有し、
他端側に半円筒状の窪み部をテーパ部と同じ面に一体に
設けた一対の金属板を、互いの窪み部同志及びテーパ部
同志が向き合うように対向し、かつ、対向する窪み部が
他端間で開口するよう、該一対の金属板の対向面間で窪
み部開口の両側に配した板片を挾み込むようにして重ね
合わせ、この両金属板を他端側において互いに結合し、
両金属板の窪み部の内周面及び板片の先端縁に雌ねじを
形成した構成を採用したものである。
In order to solve the above problems, the present invention has a tapered portion on one surface of one end,
On the other end side, a pair of metal plates having a semi-cylindrical recessed part integrally provided on the same surface as the tapered part, the recessed part of each other and the tapered part
The recesses are formed between the opposing surfaces of the pair of metal plates such that the opposing faces face each other, and the opposing recesses are opened between the other ends.
Lay the plate pieces on both sides of the opening
Together, these two metal plates are connected to each other at the other end,
In this configuration, a female screw is formed on the inner peripheral surface of the recessed portion of each of the metal plates and on the leading edge of the plate piece.

【0008】[0008]

【作用】内周面に雌ねじを形成した窪み部は、金属板の
一部を半円筒状に屈曲加工することによって形成でき、
その外径が小径になるので、下孔を設けることなしに気
泡コンクリート内へ全長を埋設することができ、かつ両
金属板の開脚可能部を長く設定できるので、十分な開脚
となり、耐引抜強度が向上する。
[Function] The recessed portion having the female screw formed on the inner peripheral surface can be formed by bending a part of the metal plate into a semi-cylindrical shape.
Since the outer diameter is small, the entire length can be buried in the aerated concrete without preparing a pilot hole, and the length of the openable part of both metal plates can be set long, so that the legs are sufficiently open and resistant. The pullout strength is improved.

【0009】[0009]

【実施例】以下、この考案の実施例を添付図面の図1乃
至図3に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.

【0010】図示のように、アンカーピース11は、上
下に長い長方形の二枚の金属板12と12を対向状に重
ねて組合せることにより構成されている。
[0010] As shown in the figure, the anchor piece 11 is formed by combining two vertically long rectangular metal plates 12 and 12 so as to face each other.

【0011】両金属板12と12は、一端の一面に幅方
向全長にわたるテーパ部13を有し、他端の幅方向中央
部に半円筒状の窪み部14をテーパ部13と同じ面側に
設け、他端の一方側縁に延長して設けた板片15を、金
属板12のテーパ部13を設けた側に折り返して重ね、
更に一方側縁の板片15に近い位置に、テーパ部13を
形成した面側へ直角に折れ曲る側板16を設けた構造に
なっている。
Each of the metal plates 12 and 12 has a tapered portion 13 on one surface of one end over the entire length in the width direction, and a semi-cylindrical recessed portion 14 at the center of the other end in the width direction on the same surface as the tapered portion 13. The plate piece 15 provided and extended to one side edge of the other end is folded back on the side of the metal plate 12 where the tapered portion 13 is provided, and is overlapped.
Further, at a position close to the plate piece 15 on one side edge, there is provided a side plate 16 which is bent at a right angle to the surface on which the tapered portion 13 is formed.

【0012】上記窪み部14は、金属板12の他端縁と
内側に設けた長孔17間の部分をプレスで半円筒状に加
圧することによって形成され、板片15はその先端縁が
窪み部14の内周面の開口縁に臨んでいると共に、側板
16は下縁が金属板12の付根から先端上りの傾斜縁に
なっている。
The recess 14 is formed by pressing a portion between the other end of the metal plate 12 and the elongated hole 17 provided inside the metal plate 12 into a semi-cylindrical shape by a press. The side plate 16 faces the opening edge of the inner peripheral surface of the portion 14, and the lower edge of the side plate 16 is an inclined edge rising from the root of the metal plate 12 to the tip.

【0013】一対の金属板12、12は、図1と図2
(a)のように、テーパ部13を設けた面を対向させ、
側板16の内面が相手金属板12の側縁に当接する状態
で、他端が板片15、15を介して重なり、かつ一端側
はテーパ部13、13が対向して重なるように重ね合わ
せ、両金属板12、12を他端側において互に結合固定
化している。
The pair of metal plates 12, 12 are shown in FIGS.
As shown in (a), the surfaces provided with the tapered portions 13 face each other,
In a state where the inner surface of the side plate 16 is in contact with the side edge of the mating metal plate 12, the other end overlaps via the plate pieces 15 and 15, and the one end side is overlapped so that the tapered portions 13 and 13 face and overlap, The two metal plates 12, 12 are connected and fixed to each other at the other end.

【0014】両金属板12と12の結合は、他端の近く
の板片15、15を介して重なり合う部分を、溶接、接
着、プレスによるカシメ等の手段で行なえばよく、両金
属板12、12に設けた窪み部14、14は互に対向し
て円筒部18を形成し、両板片15、15の先端縁がこ
の円筒部18の内周面の一部を形成していると共に、円
筒部18の内周面には雌ねじ19が施されている。
The connection between the two metal plates 12 and 12 may be performed by welding, bonding, pressing, caulking, or the like at the overlapping portion via the plate pieces 15 near the other end. The recesses 14, 14 provided in 12 face each other to form a cylindrical portion 18, and the leading edges of both plate pieces 15, 15 form a part of the inner peripheral surface of the cylindrical portion 18, A female screw 19 is provided on the inner peripheral surface of the cylindrical portion 18.

【0015】なお、板片15は図示の場合、金属板12
と一体に連成し、一面側に折り曲げたが、このようにす
れば、部品点数が少なく加工工数も少なくすることがで
き、スポット溶接による結合時には、板片15と金属板
12間でより確実な溶着が実現できるが、金属板と別体
に形成したものを金属板間に介在させるようにしてもよ
い。
In the case shown, the plate 15 is a metal plate 12.
In this way, the number of parts is reduced and the number of processing steps can be reduced. In the case of joining by spot welding, more reliable connection between the plate 15 and the metal plate 12 is achieved. Although it is possible to achieve a proper welding, a member formed separately from the metal plate may be interposed between the metal plates.

【0016】この考案のアンカーピース11において、
円筒部18の内周面にタップで雌ねじ19を形成すると
き、両窪み部14、14に押し広げ力が作用するが、図
2(b)に示すように、二枚の金属板12、12を直接
重ね合わせて結合することにより形成した円筒部18に
タップ21を立てると、同図に矢印で示す如く、両金属
板12、12を開離させる力が作用し、金属板12、1
2の逃げにより、雌ねじの形成が確実に行なえない。
In the anchor piece 11 of the present invention,
When the female screw 19 is formed on the inner peripheral surface of the cylindrical portion 18 with a tap, a pushing force is applied to both the recesses 14, 14, but as shown in FIG. 2B, two metal plates 12, 12 are formed. When the tap 21 is made on the cylindrical portion 18 formed by directly overlapping and joining the metal plates 12, a force for separating the two metal plates 12, 12 acts as shown by arrows in FIG.
Due to the escape of 2, the internal thread cannot be formed reliably.

【0017】これに対して、この考案のアンカーピース
11は、円筒部18の内周面で両側の位置に板片15、
15の先端縁が位置し、両板片15、15は金属板1
2、12間において固定化されているので、押し広げ力
が作用しても両金属板12、12を開離させる力として
作用せず、両金属板12、12は広がることはなく、従
って両板片15、15が円筒部18を補強し、両窪み部
14、14が広がるのを防ぎ、これにより円筒部18の
内周面に雌ねじ19を確実に形成することができる。
On the other hand, the anchor piece 11 according to the present invention has the plate pieces 15,
15 are located, and both plate pieces 15, 15 are the metal plate 1.
Since it is fixed between the two metal plates 12, 12, even if a pushing-spreading force acts, it does not act as a force for separating the two metal plates 12, 12, and the two metal plates 12, 12 do not spread. The plate pieces 15, 15 reinforce the cylindrical portion 18 and prevent the depressions 14, 14 from expanding, whereby the female screw 19 can be reliably formed on the inner peripheral surface of the cylindrical portion 18.

【0018】なお、雌ねじ19は、窪み部14、14の
内周面と両板片15、15の先端縁とにわたって形成さ
れることになる。
The female screw 19 is formed over the inner peripheral surfaces of the recesses 14 and 14 and the leading edges of both plate pieces 15 and 15.

【0019】この考案のアンカーピース11は上記のよ
うな構成であり、気泡コンクリートAに対して打込む
と、気泡コンクリートA内に進入して行く両金属板1
2、12は、先端に形成したテーパ部13、13の誘導
により両側に開脚し、図3に示すように、円筒部18が
気泡コンクリートAの表面に沈み込むまで打込まれる。
The anchor piece 11 of the present invention has the above-described structure. When the anchor piece 11 is driven into the cellular concrete A, the two metal plates 1 entering the cellular concrete A are formed.
The legs 2 and 12 are opened on both sides by the guidance of the tapered portions 13 and 13 formed at the tips, and are driven until the cylindrical portion 18 sinks into the surface of the cellular concrete A as shown in FIG.

【0020】アンカーピース11における円筒部18
は、金属板12、12の一部を半円筒状に屈曲させた窪
み部14、14によって形成されているので、最大外径
a’を小径化することができ、このため、円筒部18は
予め気泡コンクリートAに下孔をあけることなく、該コ
ンクリートA内に沈み込ませることができる。
The cylindrical portion 18 of the anchor piece 11
Is formed by the concave portions 14, 14 in which a part of the metal plates 12, 12 is bent in a semi-cylindrical shape, so that the maximum outer diameter a ′ can be reduced. The concrete A can be submerged in the concrete A without making a preliminary hole.

【0021】また、両金属板12、12の結合を他端に
近い位置に設定できるので、アンカーピース11におけ
る両金属板12、12の開脚可能部b’を長く設定で
き、これにより、両金属板12、12の開脚量と角度が
大きくなり、耐引抜強度を向上させることができる。
Further, since the connection between the two metal plates 12, 12 can be set at a position close to the other end, the leg-openable portion b 'of the two metal plates 12, 12 in the anchor piece 11 can be set to be long. The leg opening amount and angle of the metal plates 12, 12 are increased, and the pull-out resistance can be improved.

【0022】気泡コンクリートA内に打込んだアンカー
ピース11は、両金属板12、12の開脚により、耐引
抜強度が得られ、気泡コンクリートAに固定したアンカ
ーピース11の円筒部18の雌ねじ19にボルト等をね
じ込むことによって、気泡コンクリートAに対する各種
部材の取付けを行なう。
The anchor piece 11 driven into the cellular concrete A is provided with pull-out strength by opening the two metal plates 12, 12, and the internal thread 19 of the cylindrical portion 18 of the anchor piece 11 fixed to the cellular concrete A The various members are attached to the cellular concrete A by screwing bolts or the like into the concrete.

【0023】[0023]

【考案の効果】以上のように、この考案によると、一端
にテーパ部と他端に半円筒状の窪み部を設けた一対の金
属板を、他端間に板片を介在させて重ね、この他端部に
おいて結合すると共に、窪み部の内周面に雌ねじを形成
したので、雌ねじを形成する部分の最大外径を小径化す
ることができ、気泡コンクリートに沈み込ませるのに予
め下孔をあける必要がなく、打込みの手間が省ける。
As described above, according to the present invention, a pair of metal plates having a tapered portion at one end and a semi-cylindrical recess at the other end are stacked with a plate piece interposed between the other ends. At the other end, a female screw is formed on the inner peripheral surface of the recess, so that the maximum outer diameter of the portion forming the female screw can be reduced. It is not necessary to open, and the labor of driving can be saved.

【0024】また、窪み部間の両側内周に板片の先端縁
が位置するので、窪み部の強度を向上させることがで
き、内周面の雌ねじ形成が支障なく行なえると共に、
片の先端縁にも雌ねじを形成するので、雌ねじに対する
ボルトの螺合強度を向上させることができる。
Further, since both sides in the leading edge of the plate pieces in the circumferential between recess is positioned, it is possible to improve the strength of the recess, the internal thread formed on the inner peripheral surface with no difficulty performed, the plate
Since the female screw is also formed at the tip edge of the piece, the screwing strength of the bolt to the female screw can be improved.

【0025】更に、両金属板の結合を他端寄りの位置に
設定できるので、金属板の開脚可能部を長く設定でき、
金属板の開脚量と角度が大きくなり、耐引抜強度の向上
が図れる。
Furthermore, since the connection between the two metal plates can be set at a position near the other end, the length of the openable leg portion of the metal plate can be set long.
The amount of opening and angle of the metal plate are increased, and the pull-out strength can be improved.

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

【図1】この考案に係るアンカーピースの斜視図FIG. 1 is a perspective view of an anchor piece according to the present invention.

【図2】(a)は同上の平面図、(b)は二枚の金属板
を直接結合した場合のタッピング時を示す横断面図
2 (a) is a plan view of the same, and FIG. 2 (b) is a cross-sectional view showing tapping when two metal plates are directly joined.

【図3】同上の打込み状態を示す断面図FIG. 3 is a sectional view showing the driving state of the above.

【図4】従来のアンカーピースを示す斜視図FIG. 4 is a perspective view showing a conventional anchor piece.

【図5】同上の打込み状態を示す断面図FIG. 5 is a sectional view showing the driving state of the above.

【符号の説明】[Explanation of symbols]

11 アンカーピース 12 金属板 13 テーパ部 14 窪み部 15 板片 18 円筒部 19 雌ねじ DESCRIPTION OF SYMBOLS 11 Anchor piece 12 Metal plate 13 Taper part 14 Depression part 15 Sheet piece 18 Cylindrical part 19 Female screw

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 一端の一面にテーパ部を有し、他端側に
半円筒状の窪み部をテーパ部と同じ面に一体に設けた一
対の金属板を、互いの窪み部同志及びテーパ部同志が向
き合うように対向し、かつ、対向する窪み部が他端間で
開口するよう、該一対の金属板の対向面間で窪み部開口
の両側に配した板片を挾み込むようにして重ね合わせ、
この両金属板を他端側において互いに結合し、両金属板
の窪み部の内周面及び板片の先端縁に雌ねじを形成した
アンカーピース。
1. A pair of metal plates having a tapered portion on one surface at one end and a semi-cylindrical recessed portion integrally provided on the same surface as the tapered portion on the other end side, wherein the pair of metal plates are mutually recessed and tapered. Comrades
Opposite so as to oppose each other , and a concave portion opening between the opposing surfaces of the pair of metal plates so that the opposing concave portion opens between the other ends.
And put the pieces on both sides of the
Both metal plates bonded to each other at the other end side, recess inner peripheral surface and an anchor piece formed with female screw on the leading edge of the plate pieces of the two metal plates.
JP1993029407U 1993-06-02 1993-06-02 Anchor piece Expired - Lifetime JP2549710Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993029407U JP2549710Y2 (en) 1993-06-02 1993-06-02 Anchor piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993029407U JP2549710Y2 (en) 1993-06-02 1993-06-02 Anchor piece

Publications (2)

Publication Number Publication Date
JPH071105U JPH071105U (en) 1995-01-10
JP2549710Y2 true JP2549710Y2 (en) 1997-09-30

Family

ID=12275286

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993029407U Expired - Lifetime JP2549710Y2 (en) 1993-06-02 1993-06-02 Anchor piece

Country Status (1)

Country Link
JP (1) JP2549710Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100887676B1 (en) * 2008-07-23 2009-03-11 최동호 Concrete crack resisting type anchor plate

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5620110U (en) * 1979-07-24 1981-02-23
JPH0293402U (en) * 1989-01-11 1990-07-25

Also Published As

Publication number Publication date
JPH071105U (en) 1995-01-10

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