JPS624491B2 - - Google Patents
Info
- Publication number
- JPS624491B2 JPS624491B2 JP54030603A JP3060379A JPS624491B2 JP S624491 B2 JPS624491 B2 JP S624491B2 JP 54030603 A JP54030603 A JP 54030603A JP 3060379 A JP3060379 A JP 3060379A JP S624491 B2 JPS624491 B2 JP S624491B2
- Authority
- JP
- Japan
- Prior art keywords
- anchor body
- hole
- eccentric
- respect
- anchor
- 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
Links
Landscapes
- Rock Bolts (AREA)
- Piles And Underground Anchors (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】
本発明はコンクリート、岩石、金属等に孔を設
けてそこへ打込むことによつて固定される打込ア
ンカーに関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a driving anchor that is fixed by making a hole in concrete, rock, metal, etc. and driving it into the hole.
コンクリート等の表面に接しまたは離れて木
材、金属その他の部材を配置するにあたつて孔壁
へ喰付いて固定されるアンカーを使用することは
広く知られている。従来、この種のアンカーはね
じまたはくさびによつて管状のアンカー本体を押
し拡げ孔壁へ喰付かせるのが一般的な構造であつ
て、割溝を有するアンカー本体とねじまたはくさ
びとの少なくとも二つの部品によつて構成されて
いるため部品点数が多いと共に構造も複雑であ
り、安価に提供できないばかりか固定作業に面倒
な点があり多数個のアンカーを能率よく短時間で
固定できない等の問題点があつた。また、単一部
品で構成されたアンカーもあるが、孔へ挿入して
隙間をセメントモルタル等で埋めなければならな
い。 BACKGROUND OF THE INVENTION It is widely known to use anchors that bite into hole walls to place wood, metal, or other materials on or off surfaces such as concrete. Conventionally, this type of anchor has a general structure in which a screw or wedge is used to push the tubular anchor body into the hole wall, and the anchor body has a split groove and at least two screws or wedges. Since it is made up of two parts, it has a large number of parts and a complex structure, which not only makes it difficult to provide at a low price, but also makes fixing work difficult, making it impossible to fix a large number of anchors efficiently in a short time. The dot was hot. There are also anchors made of a single piece, which must be inserted into a hole and the gap filled with cement mortar or the like.
本発明は丸棒状のアンカー本体の両側面に斜め
の切込みを対称に設けてそれより先端側を基端側
に対し偏心させて構成したことによりアンカー本
体と偏心部とが孔壁の対向する面に圧接させら
れ、単一部品で構造がきわめて簡単であると共に
単に打込むだけで能率よく固定できるようにした
ものである。 In the present invention, diagonal notches are symmetrically provided on both sides of a round rod-shaped anchor body, and the distal end thereof is eccentric with respect to the proximal end, so that the anchor body and the eccentric part are connected to opposing surfaces of the hole wall. The structure is very simple as it is a single part, and it can be fixed efficiently by simply driving it into place.
以下本発明の実施例を図面に就いて説明する
と、第1図乃至第4図に示したのは基端に平皿状
の頭部1を有する鋼製の丸棒状のアンカー本体2
の先端近くにおいて両側面に中心軸線Aに対し傾
斜したV形の切込み3,3をプレス加工によつて
対称に設け、それより先端がプレス加工の際に斜
め先端方向へ押出されることによつて中心軸線B
がアンカー本体2の中心軸線Aに対しδ1だけ偏
心した偏心部4を形成したものである。 Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 4 show an anchor body 2 in the shape of a round steel bar having a flat plate-shaped head 1 at the base end.
V-shaped notches 3, 3 inclined with respect to the central axis A are symmetrically formed on both sides near the tip of the holder by press working, and the tip is pushed out obliquely toward the tip during press working. Center axis B
An eccentric portion 4 is formed eccentrically by δ1 with respect to the central axis A of the anchor body 2.
このように構成した本実施例はアンカー本体2
および偏心部4の直径をD1とするとき、D1≦D2
<D1+δ1なる直径D2の孔11をコンクリート
12およびその表面に重ねた板部材13に穿設
し、この孔11に先端の偏心部4を挿入して(第
5図参照)ハンマ等で頭部1を叩打し打込むもの
で、アンカー本体2が孔11へ挿入されたとき偏
心部4がアンカー本体2の中心軸線方向即ち半径
方向へ押されD2−D1=δ2<δ1なる偏心量δ
2で孔11の中を進行し且つ打込みが終るのであ
る。この打込みにより孔11の中を進行する際に
偏心部4の正面4aは孔壁の抵抗を受けるため偏
心部4が基端方向へ戻される力が作用し、これに
よつて偏心量δ2が増大する方向即ち中心軸線B
に直角の正面4aへ向う力が発生し、この力がア
ンカー本体2の材料がもつ弾性復元力によつて正
面4aへ向つて押戻す力と協働して第6図矢印P
なる押付け力を孔壁に作用させる。またアンカー
本体2の背面2aにも前記押付け力の反力が矢印
Qのように生じ、これが孔壁に押付け力となつて
作用するのである。従つて孔11へ打込まれたア
ンカーのアンカー本体2と偏心部4とに中心軸線
A,Bに対し反対方向の力がそれぞれ発生しこれ
らが引抜きに対する抵抗力として働くこととなる
のである。 In this embodiment configured in this way, the anchor body 2
And when the diameter of the eccentric part 4 is D 1 , D 1 ≦D 2
<D 1 + δ 1 A hole 11 with a diameter D 2 of 1 is bored in the concrete 12 and the plate member 13 stacked on the surface thereof, and the eccentric portion 4 at the tip is inserted into this hole 11 (see Fig. 5). When the anchor body 2 is inserted into the hole 11, the eccentric part 4 is pushed in the direction of the central axis of the anchor body 2, that is, in the radial direction, so that D 2 −D 1 =δ 2 <δ Eccentricity δ equal to 1
2 , it advances through the hole 11 and the driving is completed. When the eccentric part 4 advances through the hole 11 due to this driving, the front surface 4a of the eccentric part 4 receives resistance from the hole wall, so a force is applied that returns the eccentric part 4 toward the proximal direction, thereby reducing the eccentricity δ 2 . Increasing direction, i.e. central axis B
A force is generated toward the front face 4a perpendicular to the arrow P in FIG.
A pressing force is applied to the hole wall. Further, a reaction force of the pressing force is generated on the back surface 2a of the anchor body 2 as shown by the arrow Q, and this acts as a pressing force on the hole wall. Therefore, forces in opposite directions with respect to the central axes A and B are generated in the anchor body 2 and the eccentric portion 4 of the anchor driven into the hole 11, and these act as resistance forces against pulling out.
第7図はアンカー本体2の先端部に軸線方向へ
間隔を与えて同一方向へ傾斜した切込み3,3を
設けてアンカー本体2の中心軸線に対し同方向へ
順次偏心した二つの偏心部4,5を形成したもの
である。 FIG. 7 shows two eccentric parts 4, which are sequentially eccentric in the same direction with respect to the central axis of the anchor body 2, by providing notches 3, 3 inclined in the same direction with an interval in the axial direction at the tip of the anchor body 2. 5 was formed.
また第8図は基端にボルト杆6を有するアンカ
ー本体2に軸線方向へ間隔を与えて反対方向へ傾
斜した切込み3,3を設けアンカー本体2の中間
部分に偏心部4を形成したものである。 FIG. 8 shows an anchor body 2 having a bolt rod 6 at its base end, with notches 3, 3 inclined in opposite directions at a distance in the axial direction, and an eccentric portion 4 formed in the middle part of the anchor body 2. be.
偏心部4の数と位置および偏心方向が前記三つ
の実施例に限定されないことは勿論であるが、孔
壁へ喰付き固定される原理はいずれも同じであ
る。 It goes without saying that the number, position, and eccentric direction of the eccentric parts 4 are not limited to those in the three embodiments described above, but the principle of biting and fixing them to the hole wall is the same in all of them.
尚、両側面に対称に設けられる切込みの深さと
中心軸線に対する傾斜角度更に偏心量とは打込み
および引抜きによつて破断しないと同時に半径方
向の大きな弾性復元力を生じるように適宜設定す
る。 Incidentally, the depth of the notches provided symmetrically on both sides, the inclination angle with respect to the central axis, and the amount of eccentricity are appropriately set so as not to break when driven or pulled out, and at the same time to generate a large elastic restoring force in the radial direction.
以上のように本発明は丸棒状のアンカー本体の
両側面にその中心軸線に対し傾斜した切込みを対
称に設けそれより先端側を基端側に対し偏心させ
たものであるから、単一部品で構成され構造が著
しく簡単であると共にプレス加工により切込みを
設けるだけで偏心部が形成され安価に提供される
ものである。そしてコンクリート等に設ける孔の
径を適正範囲とすることによりハンマ等で叩打し
打込んだとき偏心部がアンカー本体の中心軸線へ
接近させられると同時に抵抗によつて偏心量を増
大する力が作用し、これが弾性復元力と協働して
偏心部を孔壁へ押付け且つその反力がアンカー本
体を反対側の孔壁へ押付け、これにより孔の中で
アンカーが全長に亘り孔壁に圧接して喰付き、強
大な引抜き抵抗力を発生するのである。 As described above, the present invention has symmetrical notches on both sides of a round rod-shaped anchor body that are inclined with respect to its central axis, and the distal end is eccentric to the proximal end. The structure is extremely simple, and the eccentric portion can be formed simply by making a notch by press working, so it can be provided at a low cost. By setting the diameter of the hole in concrete, etc. within an appropriate range, when the hole is hammered into the concrete, the eccentric part approaches the center axis of the anchor body, and at the same time a force is applied due to resistance that increases the eccentricity. This, in cooperation with the elastic restoring force, presses the eccentric part against the hole wall, and the reaction force presses the anchor body against the hole wall on the opposite side, whereby the anchor is pressed against the hole wall over its entire length inside the hole. The material bites into the material and generates a strong pull-out resistance.
従つて本発明によると単一部品のアンカーを単
に打込むだけでよいため施工がきわめて簡単で多
数個を能率よく短時間で打込み強固に固定できる
という従来にないすぐれた効果を発揮するもので
ある。 Therefore, according to the present invention, construction is extremely simple as it is only necessary to simply drive a single part of the anchor, and a large number of anchors can be efficiently driven and firmly fixed in a short time, which is an excellent effect never seen before. .
第1図は本発明の実施例を示す正面図、第2図
は右側面図、第3図は背面図、第4図は第2図X
−X線に沿う拡大断面図、第5図および第6図は
打込みの状況を示す拡大側面部分図、第7図およ
び第8図は本発明のそれぞれ異なる実施例を示す
側面図である。
2……アンカー本体、3……切込み、4……偏
心部。
Fig. 1 is a front view showing an embodiment of the present invention, Fig. 2 is a right side view, Fig. 3 is a rear view, and Fig. 4 is Fig. 2
5 and 6 are enlarged partial side views showing the driving situation; and FIGS. 7 and 8 are side views showing different embodiments of the present invention. 2... Anchor body, 3... Notch, 4... Eccentric part.
Claims (1)
対し傾斜した切込みを対称に設けそれより先端側
を基端側に対し偏心させて構成したことを特徴と
する打込アンカー。1. A driving anchor characterized in that cuts are formed symmetrically on both sides of a round rod-shaped anchor body, inclined with respect to the central axis, and the distal end thereof is eccentric with respect to the proximal end thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3060379A JPS55122918A (en) | 1979-03-16 | 1979-03-16 | Driving anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3060379A JPS55122918A (en) | 1979-03-16 | 1979-03-16 | Driving anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55122918A JPS55122918A (en) | 1980-09-22 |
| JPS624491B2 true JPS624491B2 (en) | 1987-01-30 |
Family
ID=12308438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3060379A Granted JPS55122918A (en) | 1979-03-16 | 1979-03-16 | Driving anchor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS55122918A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015098694A (en) * | 2013-11-19 | 2015-05-28 | 株式会社Lixil | Column base fixing structure and column base fixing method |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0089971B1 (en) * | 1981-10-06 | 1985-08-07 | Rocep-Lusol Holdings Limited | Pressurized dispensing apparatus |
| US4828445A (en) * | 1982-06-14 | 1989-05-09 | Giannuzzi Louis | Single-piece pre-shaped wall anchor |
| US5035559A (en) * | 1990-01-02 | 1991-07-30 | Illinois Tool Works, Inc. | Anchoring device |
| US5489178A (en) * | 1993-12-08 | 1996-02-06 | Harker; Brian G. | Method and apparatus for improved masonry drive anchor |
| US7140826B2 (en) | 2002-10-30 | 2006-11-28 | Powers Fasteners, Inc. | Shaped anchor |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5252652Y2 (en) * | 1971-07-22 | 1977-11-30 |
-
1979
- 1979-03-16 JP JP3060379A patent/JPS55122918A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015098694A (en) * | 2013-11-19 | 2015-05-28 | 株式会社Lixil | Column base fixing structure and column base fixing method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55122918A (en) | 1980-09-22 |
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