JPH10169096A - Deformed joint bar anchor and its manufacture - Google Patents

Deformed joint bar anchor and its manufacture

Info

Publication number
JPH10169096A
JPH10169096A JP34242996A JP34242996A JPH10169096A JP H10169096 A JPH10169096 A JP H10169096A JP 34242996 A JP34242996 A JP 34242996A JP 34242996 A JP34242996 A JP 34242996A JP H10169096 A JPH10169096 A JP H10169096A
Authority
JP
Japan
Prior art keywords
reinforcing bar
deformed reinforcing
section
deformed
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.)
Granted
Application number
JP34242996A
Other languages
Japanese (ja)
Other versions
JP2841189B2 (en
Inventor
Shige Tanizaki
樹 谷崎
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.)
KFC Ltd
Original Assignee
KFC Ltd
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 KFC Ltd filed Critical KFC Ltd
Priority to JP34242996A priority Critical patent/JP2841189B2/en
Publication of JPH10169096A publication Critical patent/JPH10169096A/en
Application granted granted Critical
Publication of JP2841189B2 publication Critical patent/JP2841189B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Dowels (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a deformed joint bar anchor which is excellent in tensile strength, durability and mass-production effect. SOLUTION: The inserting mouth part 13 of a cylindrical anchor sleeve S is insertedly fitted and caulked in the tip part of a deformed reinforcement I to form it into a wholly section regular even polygon having biside faces (a), (b) substantially parallel to a diameter line to connect a vertical knot 13 opposite to the deformed reinforcement I, and the parallel biside face of the inserting mouth part 13 formed in the section regular even polygon is continuously caulked at spots which are positioned corresponding to the adjacent mutual relation of a horizontal node 12 in the deformed reinforcement I. Thus the above caulked part is made to function as a slide stopping key to lock on the horizontal node 12.

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】本発明はコンクリートのブロ
ック塀建造工事や間仕切り工事、鉄筋出し土木工事など
に使われる異形差筋アンカーと、その製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deformed reinforcing bar anchor used for construction work of a concrete block wall, partitioning work, and civil engineering work for reinforcing bars, and a method of manufacturing the same.

【0002】[0002]

【従来の技術】この種の異形差筋アンカーとその製造法
について、本出願人は先に特公平7−88660号を提
案した。
2. Description of the Related Art The applicant of the present invention has previously proposed Japanese Patent Publication No. Hei 7-88660 regarding this type of deformed difference reinforcing bar anchor and its manufacturing method.

【0003】そして、この公知発明の図1〜5に示した
基本実施例では、アンカースリーブ(B)の差し込み口
筒部(14)を異形鉄筋(A)の先端部へ差し込み套嵌
させた上、その縦節(11)及び横節(12)の双方へ
咬み合うかしめ付け状態となるように、上記差し込み口
筒部(14)の外周面全体をプレス加工金型(20)
(21)によって塑性変形させるようになっている。
In the basic embodiment shown in FIGS. 1 to 5 of this known invention, the insertion sleeve (14) of the anchor sleeve (B) is inserted into the distal end of the deformed reinforcing bar (A) and fitted. The entire outer peripheral surface of the insertion port tube portion (14) is pressed into a pressing die (20) so as to be in a crimped state in which it engages with both the vertical section (11) and the horizontal section (12).
(21) plastically deforms.

【0004】又、同じく図6〜9に示した変形実施例で
は、異形鉄筋(A)の先端部へ予じめ複数の凹周溝(2
2)と凸周条(23)とを交互に塑性加工しておき、そ
の双方と咬み合うかしめ付け状態となるように、やはり
アンカースリーブ(B)における差し込み口筒部(1
4)の外周面全体を塑性変形させるようになっている。
In a modified embodiment also shown in FIGS. 6 to 9, a plurality of concave circumferential grooves (2
2) and the convex ridge (23) are alternately plastically worked, and the insertion sleeve portion (1) in the anchor sleeve (B) is also engaged so as to engage with both of them.
The entire outer peripheral surface of 4) is plastically deformed.

【0005】[0005]

【発明が解決しようとする課題】ところが、上記公知発
明の場合異形鉄筋(A)の先端部から突出する径小なセ
ンター凸子(13)が、アンカースリーブ(B)におけ
る差し込み口筒部(14)と拡開口筒部(15)との境
界段部(16)を越えて、その拡開口筒部(15)まで
嵌入する関係状態に保たれているため、上記境界段部
(16)の付近から折損するおそれがない異形差筋アン
カーを得られる利点がある反面、その異形鉄筋(A)の
先端部にセンター凸子(13)を予じめ加工する必要が
あるので、甚だ煩らわしく、未だ量産効果を最大限に発
揮させることができない。
However, in the case of the above-mentioned known invention, a small-diameter center projection (13) projecting from the distal end of the deformed reinforcing bar (A) is provided in the insertion port tube (14) in the anchor sleeve (B). ) And the widened cylindrical portion (15), the state is maintained so as to fit over the widened cylindrical portion (15) beyond the boundary step (16). Although there is an advantage that a deformed reinforcing bar anchor which is not likely to be broken can be obtained, a center convex part (13) needs to be preliminarily processed at the tip of the deformed reinforcing bar (A), which is extremely troublesome. However, the effect of mass production cannot be maximized yet.

【0006】特に、上記変形実施例の構成によれば、そ
の異形鉄筋(A)の先端部へセンター凸子(13)のみ
ならず、複数の凹周溝(22)と凸周条(23)も予じ
め塑性加工しなければならないので、上記問題がますま
す顕著となる。
In particular, according to the configuration of the modified embodiment, not only the center protrusion (13) but also a plurality of concave circumferential grooves (22) and convex circumferential strips (23) are provided at the tip of the deformed reinforcing bar (A). However, since the plastic working must be performed in advance, the above problem becomes more and more prominent.

【0007】又、上記センター凸子(13)の設置によ
って、理論的にはアンカースリーブ(B)の差し込み口
筒部(14)を異形鉄筋(A)の先端部へ、強力に塑性
加工することができると雖も、その差し込み口筒部(1
4)の外周面全体を一挙同時に、異形鉄筋(A)におけ
る縦節(11)と横節(12)との双方へ完全な咬み合
い状態にかしめ付けることは、実際上至難の業である。
In addition, by installing the center projection (13), theoretically, the insertion tube portion (14) of the anchor sleeve (B) is strongly plastic-worked into the tip portion of the deformed reinforcing bar (A). Can be made, but the insertion port (1
It is practically extremely difficult to crimp the entire outer peripheral surface of 4) at the same time to both the vertical section (11) and the horizontal section (12) of the deformed reinforcing bar (A) in a completely engaged state.

【0008】蓋し、横節(12)の隣り合う相互間隙は
浅く、しかも縦節(11)によって区画細分されている
関係上、上記差し込み口筒部(14)の外周面全体をか
しめ付けるだけでは、その材料が上記間隙の隅々まで円
滑に展伸作用し難く、両節(11)(12)との咬み合
い不足を生じやすいからである。
[0008] Since the adjacent gaps of the horizontal section (12) are shallow and are subdivided by the vertical section (11), only the entire outer peripheral surface of the insertion port tube (14) is swaged. In this case, it is difficult for the material to spread smoothly to every corner of the gap, and it is easy to cause insufficient engagement with both nodes (11) and (12).

【0009】この点、上記変形実施例の構成では異形鉄
筋(A)における凹周溝(22)と凸周条(23)との
隣り合う相互間隙が、縦節(11)により区画細分され
てはいないけれども、アンカースリーブ(B)の差し込
み口筒部(14)をその外周面の全体からかしめ付ける
だけでは、やはり咬み合い状態の不完全となりやすいこ
とに変りがなく、異形鉄筋(A)から抜けないまでも、
その軸線に沿って滑り移動するおそれがあり、使用上の
信頼性と耐久性に欠ける。
In this respect, in the configuration of the modified embodiment, the adjacent gap between the concave circumferential groove (22) and the convex circumferential strip (23) in the deformed reinforcing bar (A) is subdivided by the vertical bar (11). Although there is not, just by caulking the insertion port tube portion (14) of the anchor sleeve (B) from the entire outer peripheral surface, the bite state still tends to be incomplete, and there is no change from the deformed reinforcing bar (A). Even if it does n’t come off,
There is a risk of sliding movement along the axis, and reliability and durability in use are lacking.

【0010】[0010]

【課題を解決するための手段】本発明はこのような課題
の更なる改良を企図しており、そのために役立つ異形差
筋アンカーとしての構成上、向かい合う一対の縦節とそ
の相互間に一定ピッチを保って交錯する多数の横節とを
備えた異形鉄筋と、基端側が上記異形鉄筋への薄肉な差
し込み口筒部として、先端側が拡開用割溝を備えた厚肉
な拡開口筒部として、その両口筒部の段付き穴形態に造
形すると共に、上記拡開口筒部にその拡開用プラグを部
分的に圧入セットした円筒型のアンカースリーブとから
成り、
SUMMARY OF THE INVENTION The present invention contemplates a further improvement of the above-described object, and a pair of opposing longitudinal bars and a constant pitch between them are provided as a deformed difference anchor which serves for this purpose. Deformed reinforcing bar with a large number of transverse bars intersecting with each other, and a thick-walled wide-opening tube portion with a base end side as a thin insertion port tube portion to the above-mentioned deformed reinforcing bar and a distal end side with a split groove for expansion As a stepped hole form of the both-end tube portion, and a cylindrical anchor sleeve in which the expanding plug is partially press-fitted into the expanding tube portion,

【0011】そのアンカースリーブの差し込み口筒部を
上記異形鉄筋の先端部へ差し込み套嵌させてかしめ付け
ることにより、その異形鉄筋の両縦節を結ぶ直径線とほ
ぼ平行な2辺面を備えた全体的な断面正偶数多角形に造
形し、且つその断面正偶数多角形に造形した差し込み口
筒部の平行な2辺面を、上記異形鉄筋における横節の隣
り合う相互間と対応位置する個所での部分連続的にかし
め付けることにより、そのかしめ付け部分を上記横節へ
係止する滑り止めキーとして機能させたことを特徴とす
る。
The insertion sleeve portion of the anchor sleeve is inserted into the distal end portion of the deformed reinforcing bar and crimped to form two side surfaces substantially parallel to a diameter line connecting both longitudinal sections of the deformed reinforcing bar. A place where the entire parallel-shaped two side faces of the insertion port cylindrical portion shaped into the entire cross-section regular even polygon and corresponding to the adjacent cross-sections of the deformed reinforcing bar are formed. By caulking partially in the above, the caulked portion is made to function as a non-slip key for locking to the above-mentioned horizontal joint.

【0012】又、上記異形差筋アンカーの製造法とし
て、第1にアンカースリーブを特殊鋼の塑性加工又は切
削加工により、その基端側に薄肉な差し込み口筒部と先
端側に厚肉な拡開口筒部とを備えた段付き穴形態に造形
して、その拡開用割溝を付与した上記拡開口筒部に、楔
作用する鋼塊のプラグをその先端側の部分的な張り出し
状態に圧入セットすると共に、向かい合う一対の縦節と
その相互間に一定ピッチを保って交錯する多数の横節と
を備えた異形鉄筋の先端部へ、上記アンカースリーブの
差し込み口筒部を差し込み套嵌させた上、その差し込み
口筒部をかしめ加工金型により、上記異形鉄筋の両縦節
を結ぶ直径線とほぼ平行な2辺面を備えた全体的な断面
正偶数多角形にかしめ付けると一挙同時に、その断面正
偶数多角形の平行な2辺面が上記異形鉄筋における横節
の隣り合う相互間と対応位置する個所を、その横節へ係
止する滑り止めキーとして部分的にかしめ付け一体化す
ることを特徴とし、
Further, as a method of manufacturing the deformed difference reinforcing bar anchor, first, the anchor sleeve is formed by plastic working or cutting of special steel, and has a thin insertion port portion at the base end and a thick expansion at the tip end. It is shaped into a stepped hole with an opening cylinder, and a plug of a steel ingot that acts as a wedge is partially overhanged on the tip side of the expansion cylinder having the split groove for expansion. At the same time as press-fitting, insert the insertion sleeve portion of the anchor sleeve into the distal end portion of the deformed reinforcing bar having a pair of opposed vertical bars and a large number of horizontal bars intersecting at a constant pitch between them. In addition, when the insertion mouth tube portion is swaged by a swaging mold to an entire cross-section even-numbered polygon having two sides substantially parallel to a diameter line connecting both longitudinal sections of the deformed reinforcing bar, all at once. , Whose cross-section is even and parallel The point where the sides face corresponding position and mutual adjacent lateral section of the deformed bars, partially characterized by integrating caulked as slip key for locking to its transverse section,

【0013】第2に、同じくアンカースリーブを特殊鋼
の塑性加工又は切削加工により、その基端側に薄肉な差
し込み口筒部と先端側に厚肉な拡開口筒部とを備えた段
付き穴形態に造形して、その拡開用割溝を付与した上記
拡開口筒部に、楔作用する鋼塊のプラグをその先端側の
部分的な張り出し状態に圧入セットすると共に、向かい
合う一対の縦節とその相互間に一定ピッチを保って交錯
する多数の横節を備えた異形鉄筋の先端部へ、上記アン
カースリーブの差し込み口筒部を差し込み套嵌させた
上、その差し込み口筒部をかしめ加工金型により、上記
異形鉄筋の両縦節を結ぶ直径線とほぼ平行な2辺面を備
えた全体的な断面正偶数多角形にかしめ付けた後、その
断面正偶数多角形の平行な2辺面が上記異形鉄筋におけ
る横節の隣り合う相互間と対応位置する個所を、その横
節へ係止する滑り止めキーとして部分的にかしめ付け一
体化することを特徴とするものである。
[0013] Second, the anchor sleeve is also formed by forming or cutting a special steel with a thin-walled insertion tube at the base end and a thick-walled expansion tube at the tip end. A plug of a steel ingot that acts as a wedge is press-fitted and set in a partially overhanging state on the distal end side of the expanded-opening cylindrical portion provided with the splitting groove for expansion. After inserting the insertion sleeve portion of the anchor sleeve into the distal end portion of the deformed reinforcing bar having a large number of transverse nodes intersecting at a constant pitch between them and inserting the sleeve portion, caulking the insertion sleeve portion After being caulked by a mold into an entire cross-section even-numbered polygon having two sides substantially parallel to a diameter line connecting both longitudinal sections of the deformed reinforcing bar, the parallel two sides of the cross-section even-even polygon are formed. Adjacent phases of horizontal sections in the deformed reinforcing bar The locations corresponding to the position and between, and is characterized in that partially integrated caulking as slip key for locking to its transverse section.

【0014】[0014]

【発明の実施の形態】以下、図面に基いて本発明の詳細
を説明すると、図1〜4はその異形差筋アンカー(製
品)(A)を示しており、(I)はコンクリート用棒鋼
から成る一定長さの異形鉄筋であって、その基底円周面
(10)からは直径線(O−O)上で向かい合う一対の
縦節(11)と、その両縦節(11)の相互間に一定ピ
ッチ(P)を保って交錯する多数の横節(12)とが、
均等な一定高さ(H)だけ張り出している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to the drawings. FIGS. 1 to 4 show the deformed reinforcing bar anchor (product) (A), and (I) is a steel bar for concrete. A pair of longitudinal bars (11) facing each other on a diameter line (OO) from a base circumferential surface (10) of the deformed reinforcing bars having a fixed length, and a space between the longitudinal bars (11). And a large number of horizontal bars (12) that intersect while maintaining a constant pitch (P)
It overhangs by a uniform constant height (H).

【0015】この点、図例では縦節(11)と横節(1
2)との千鳥配列形態を示しているが、これに代る格子
配列形態に交錯することもある。(D)はその両節(1
1)(12)を含む異形鉄筋(I)の外径寸法を示して
いる。
In this regard, in the illustrated example, the vertical bar (11) and the horizontal bar (1) are used.
Although the staggered arrangement of (2) is shown, a lattice arrangement instead of this may be intersected. (D) shows both clauses (1
1) The outer diameter of the deformed reinforcing bar (I) including (12) is shown.

【0016】他方、(S)は熱処理された特殊鋼から成
る円筒型のアンカースリーブであるが、その基端側は上
記異形鉄筋(I)への比較的薄肉な差し込み口筒部(1
3)として、又残る先端側は比較的厚肉な拡開口筒部
(14)として、その両口筒部(13)(14)の内径
寸法(d1)(d2)が相違変化する段付き穴形態に造
形されている。
On the other hand, (S) is a cylindrical anchor sleeve made of heat-treated special steel, and its proximal end has a relatively thin insertion port tube (1) into the deformed reinforcing bar (I).
3), and the remaining tip side is a relatively thick wide-opened cylindrical portion (14), and the stepped holes in which the inner diameters (d1) and (d2) of the two-ported cylindrical portions (13) and (14) change differently. It is shaped into a form.

【0017】その場合、上記差し込み口筒部(13)の
内径寸法(d1)は拡開口筒部(14)の内径寸法(d
2)よりも大きく、しかも異形鉄筋(I)の上記外径寸
法(D)とほぼ等しく設定されており、これを異形鉄筋
(I)の先端部へ差し込み套嵌させた時には、その両口
筒部(13)(14)内の境界段部(15)が異形鉄筋
(I)の先端部と係止し得るようになっている。又、同
じく差し込み口筒部(13)の深さ(g1)は、これを
異形鉄筋(I)における上記横節(12)の少なくとも
2ピッチ分として、可及的に深く寸法化することが好ま
しい。
In this case, the inner diameter (d1) of the insertion port cylinder (13) is equal to the inner diameter (d1) of the widened opening cylinder (14).
2), which is set to be substantially equal to the outer diameter (D) of the deformed reinforcing bar (I). The boundary step (15) in the sections (13) and (14) can be locked with the tip of the deformed reinforcing bar (I). Also, it is preferable that the depth (g1) of the insertion port tubular portion (13) is dimensioned as deeply as possible, assuming that the depth (g1) is at least two pitches of the horizontal section (12) in the deformed reinforcing bar (I). .

【0018】このようなアンカースリーブ(S)は、特
殊鋼棒からの段階的な冷間鍛造やその他の塑性加工を初
め、厚肉な特殊鋼管の基端側を切削加工して、上記薄肉
な差し込み口筒部(13)に仕上げる方法などによっ
て、容易に量産することができる。
Such an anchor sleeve (S) is formed by cutting the base end side of a thick-walled special steel pipe, starting with a stepwise cold forging or other plastic working from a special steel rod, and forming the thin-walled steel pipe. It can be easily mass-produced, for example, by finishing the insertion tube portion (13).

【0019】(16)は上記アンカースリーブ(S)の
厚肉な拡開口筒部(14)へ、その先端から差し込み口
筒部(13)との境界段部(15)に到達しない一定深
さ(g2)として切り込まれた拡開用割溝であり、図例
のような十文字型や一文字型などの放射対称型に配分さ
れている。
(16) A constant depth which does not reach the thick step-opening tubular portion (14) of the anchor sleeve (S) from the tip thereof and does not reach the boundary step (15) with the insertion port tubular portion (13). This is a split groove for expansion cut as (g2), and is distributed in a radially symmetric type such as a cross shape or a single character type as shown in the figure.

【0020】又、(17)は同じく拡開口筒部(14)
の円形外周面に刻成された複数の鋸歯状凹周溝であり、
先端からの拡開作用を促進すると共に、コンクリート面
との喰い付き力を昂める。
Further, (17) is the same as the wide-opened cylindrical portion (14).
A plurality of serrated concave circumferential grooves carved on the circular outer peripheral surface of
It promotes the spreading action from the tip and increases the biting force with the concrete surface.

【0021】更に、(18)はやはり熱処理された特殊
鋼塊のプラグであって、楔作用し得る截頭円錐型又は弾
丸型をなしているが、その径小な基端側は円柱型の圧入
部(19)として、上記アンカースリーブ(S)の拡開
口筒部(14)へ脱落不能に圧入セットされている。
Further, (18) is a plug of a special steel ingot which is also heat-treated and has a frusto-conical shape or a bullet shape capable of acting as a wedge, and its small-diameter base end has a cylindrical shape. As the press-fitting portion (19), it is press-fitted into the wide-opening tubular portion (14) of the anchor sleeve (S) so as not to fall off.

【0022】そのプラグ(18)の径大な先端側は上記
拡開口筒部(14)から一定長さ(L)だけ張り出すセ
ット状態にあり、これを拡開口筒部(14)内へ没入さ
せる如く、そのアンカースリーブ(S)を相対的に進出
移動させた時、そのアンカースリーブ(S)の拡開口筒
部(14)がプラグ(18)の楔作用により、先端から
拡開してコンクリート面へ喰い付くようになっている。
The large-diameter distal end of the plug (18) is in a set state in which the plug (18) projects a predetermined length (L) from the widened cylindrical portion (14), and is inserted into the widened cylindrical portion (14). When the anchor sleeve (S) is relatively advanced and moved so as to cause the expansion, the widened cylindrical portion (14) of the anchor sleeve (S) expands from the tip by the wedge action of the plug (18) and the concrete expands. It is designed to bite on the surface.

【0023】そして、上記のような異形鉄筋(I)とア
ンカースリーブ(S)とから、本発明の異形差筋アンカ
ー(A)を製造するに当っては、先ずその異形鉄筋
(I)の先端部へアンカースリーブ(S)の差し込み口
筒部(13)を差し込み套嵌させるのであり、そうすれ
ば異形鉄筋(I)の先端部が図6のように、アンカース
リーブ(S)内の境界段部(15)によって受け止め規
制されることとなる。
In manufacturing the deformed difference reinforcing bar anchor (A) of the present invention from the deformed reinforcing bar (I) and the anchor sleeve (S), first, the tip of the deformed reinforcing bar (I) is used. The insertion mouth tube portion (13) of the anchor sleeve (S) is inserted into the portion, and the distal end of the deformed reinforcing bar (I) is connected to the boundary step in the anchor sleeve (S) as shown in FIG. The reception is regulated by the unit (15).

【0024】そこで、次に図6、7のような向かい合う
一対のかしめ加工金型(20)(21)を用いて、上記
アンカースリーブ(S)における差し込み口筒部(1
3)の円形外周面を加圧し、その差し込み口筒部(1
3)を全体的な断面正六角形に塑性変形させるのであ
る。
Then, using a pair of facing caulking dies (20) and (21) as shown in FIGS. 6 and 7, the insertion port tube (1) in the anchor sleeve (S) is used.
The circular outer peripheral surface of 3) is pressurized, and its insertion port cylindrical portion (1) is pressed.
3) is plastically deformed into an overall hexagonal cross section.

【0025】即ち、上記かしめ加工金型(20)(2
1)の一対は図8に抽出するような閉合時に断面正六角
形となる半割形態をなしており、しかもその向かい合う
フラットな内面からはほぼ半球状のかしめ凸子(22)
(23)が各々張り出されている。
That is, the caulking dies (20) (2)
The pair of (1) has a half-shape that becomes a regular hexagonal cross section when closed as shown in FIG. 8, and furthermore, it has a substantially hemispherical caulking projection (22) from the flat inner surface facing the pair.
(23) are overhanging.

【0026】そのため、上記異形鉄筋(I)の両縦節
(11)が存在する直径線(O−O)をパーティングラ
インとして、その一対のかしめ加工金型(20)(2
1)を図9、10のように向かい合わせ、アンカースリ
ーブ(S)の差し込み口筒部(13)を異形鉄筋(I)
へかしめ付けることにより、その直径線(O−O)とほ
ぼ平行な2辺面(a)(b)を備えた全体的な断面正六
角形に塑性変形させると一挙同時に、その2辺面(a)
(b)が異形鉄筋(I)における横節(12)の隣り合
う相互間と対応位置する個所を、上記加工金型(20)
(21)のかしめ凸子(22)(23)によって更に決
め押す如く、連続スポット的にかしめ付けるのである。
For this reason, a pair of caulking dies (20) (2) is formed by using the diameter line (OO) in which both the vertical bars (11) of the deformed reinforcing bar (I) exist as a parting line.
1) are faced to each other as shown in FIGS. 9 and 10, and the insertion port tube portion (13) of the anchor sleeve (S) is deformed to the deformed reinforcing bar (I).
By crimping, plastic deformation into an overall hexagonal cross section having two sides (a) and (b) substantially parallel to the diameter line (OO) is performed at once, and at the same time, the two sides (a )
The part where (b) is located in the deformed reinforcing bar (I) at a position corresponding to the space between adjacent ones of the horizontal sections (12) is defined by the processing die (20).
The caulking is performed in a continuous spot as if further pressed by the caulking projections (22) and (23) of (21).

【0027】これを換言すれば、上記かしめ加工金型
(20)(21)のかしめ凸子(22)(23)は異形
鉄筋(I)における横節(12)の隣り合う相互間と対
応する位置に、予じめ正しく張り出し分布されているわ
けであり、これによって決め押し的にかしめ付けられた
スポット部分が、上記異形鉄筋(I)の横節(12)に
対する差し込み口筒部(13)の滑り止めキー(24)
(25)として、その横節(12)へ確固に係止一体化
することとなり、異形差筋アンカー(A)に高い引張強
度を与え得るのである。
In other words, the caulking projections (22) and (23) of the caulking dies (20) and (21) correspond to the adjacent portions of the horizontal bar (12) in the deformed reinforcing bar (I). The projecting portion is distributed correctly in advance at the position, so that the spot portion crimped in a depressing manner is inserted into the insertion tube portion (13) with respect to the horizontal section (12) of the deformed reinforcing bar (I). Anti-slip key (24)
As (25), the anchor is firmly integrated with the transverse section (12), and high tensile strength can be imparted to the deformed difference anchor (A).

【0028】その場合、図例のようにアンカースリーブ
(S)の差し込み口筒部(13)を、異形鉄筋(I)に
おける上記横節(12)の少なくとも2ピッチ分だけ深
く差し込み套嵌させた上、その差し込み口筒部(13)
を全体的な断面正六角形にかしめ付けると共に、その断
面正六角形の上記2辺面(a)(b)が異形鉄筋(I)
における横節(12)の隣り合う相互間と対応位置する
少なくとも4個所を、そのかしめ凸子(22)(23)
により部分連続的にかしめ付けるならば、その多数の点
在分布する滑り止めキー(24)(25)によって、上
記効果をますます向上できることになる。
In this case, as shown in the figure, the insertion port tube portion (13) of the anchor sleeve (S) is inserted deeply by at least two pitches of the horizontal section (12) in the deformed reinforcing bar (I) and fitted. Above, the insertion tube section (13)
Is crimped into an entire regular hexagonal cross section, and the two side surfaces (a) and (b) of the regular hexagonal cross section are deformed reinforcing bars (I).
At least four positions corresponding to adjacent ones of the horizontal joints (12) in (1) and (2), (23)
The above effect can be further improved by the multiple non-slip keys (24) and (25) which are partially and continuously caulked.

【0029】又、その滑り止めキー(24)(25)と
して機能するかしめ部分の隣り合う相互を、異形鉄筋
(I)の横節(12)に跨がる連繋状態として塑性変形
させることも可能である。
Further, it is also possible to plastically deform adjacent ones of the caulking portions functioning as the non-slip keys (24) and (25) in a linked state straddling the horizontal section (12) of the deformed reinforcing bar (I). It is.

【0030】但し、図例ではアンカースリーブ(S)の
差し込み口筒部(13)を異形鉄筋(I)の先端部へ、
その全体的な断面正六角形にかしめ付けると一挙同時
に、その上記2辺面(a)(b)をかしめ凸子(22)
(23)によって、部分連続的にかしめ付け一体化する
ようになっているが、これらを言わば2工程として、順
次段階的に実行してもさしつかえない。
However, in the illustrated example, the insertion mouth tube portion (13) of the anchor sleeve (S) is attached to the tip of the deformed reinforcing bar (I).
When the entire cross-section is crimped to a regular hexagon, the two side surfaces (a) and (b) are caulked at the same time, and the convex (22)
According to the method (23), the caulking is partially and continuously integrated. However, these steps may be performed in two steps, that is, sequentially and stepwise.

【0031】尚、上記差し込み口筒部(13)の断面正
六角形はその塑性変形々状としての最適な一例を示すに
過ぎず、これに代る断面正八角形や断面正十角形、その
他の断面正偶数多角形を採用しても良い。
Incidentally, the regular hexagonal cross section of the insertion port tube portion (13) is merely an example of the most suitable plastically deformed shape, and a regular octagonal cross section, a regular decagonal cross section, or another cross section is used instead. A regular even polygon may be employed.

【0032】何れにしても、上記のように製造された本
発明の異形差筋アンカー(A)は、例えばコンクリート
ブロック塀の建造工事において、そのコンクリート面
(C)にドリル加工された埋め込み孔(26)へ、その
先端部のアンカースリーブ(S)が図11のように埋没
する状態として、挿入使用される。
In any case, the deformed reinforcing bar anchor (A) of the present invention manufactured as described above is used, for example, in the construction work of a concrete block wall, by embedding holes (D) drilled in the concrete surface (C). 26), the anchor sleeve (S) at the distal end is inserted and used as shown in FIG.

【0033】そして、その後コンクリート面(C)から
露出している異形鉄筋(I)を、ハンマー(27)など
によって打ち込むのであり、そうすれば上記埋め込み孔
(26)の底部に突っ張り制止されたプラグ(18)と
相対して、その異形鉄筋(I)との一体をなすアンカー
スリーブ(S)が進出移動するため、そのアンカースリ
ーブ(S)の拡開口筒部(14)が図12のように先端
から拡開作用して、コンクリート面(C)と離脱不能に
喰い付き固定することとなり、上記コンクリートブロッ
ク塀の高強度な骨格を形作る。
Then, the deformed reinforcing bar (I) exposed from the concrete surface (C) is driven in with a hammer (27) or the like, so that the plug is stretched and stopped at the bottom of the embedding hole (26). Since the anchor sleeve (S), which is integral with the deformed reinforcing bar (I), moves forward relative to (18), the widened cylindrical portion (14) of the anchor sleeve (S) is moved as shown in FIG. It expands from the tip and is fixed to the concrete surface (C) in a non-separable manner, forming a high-strength skeleton of the concrete block wall.

【0034】その作業過程では、アンカースリーブ
(S)の断面正偶数多角形に塑性変形された差し込み口
筒部(13)の各頂点(X)が、図13から明白な通
り、埋め込み孔(26)の開口円に内接する均等な支持
稜線として働くため、その異形鉄筋(I)を正確な垂立
状態に安定良く保つことができ、上記ハンマー(27)
による叩打力をロスなく作用させ得ることになる。
In the working process, the vertices (X) of the insertion mouth tube portion (13) plastically deformed into an even-numbered polygonal section of the anchor sleeve (S) are, as apparent from FIG. ) Serves as an even support ridge line inscribed in the opening circle, so that the deformed reinforcing bar (I) can be stably maintained in an accurate upright state, and the hammer (27)
Can be applied without loss.

【0035】又、上記アンカースリーブ(S)の差し込
み口筒部(13)は滑り止めキー(24)(25)を介
して、異形鉄筋(I)の横節(12)と強固に係止一体
化されているため、異形差筋アンカー(A)の使用中に
引張り力が作用したとしても、そのアンカースリーブ
(S)と異形鉄筋(I)とが離脱しないことはもとよ
り、その相対的に滑り移動するおそれもなく、信頼性と
耐久性に富む締結状態を得られるのである。
Further, the insertion port tube portion (13) of the anchor sleeve (S) is firmly locked and integrated with the transverse section (12) of the deformed reinforcing bar (I) via non-slip keys (24) and (25). Therefore, even if a tensile force is applied during the use of the deformed difference reinforcing bar anchor (A), the anchor sleeve (S) and the deformed reinforcing bar (I) do not come off, and their relative slippage does not occur. There is no danger of movement, and a highly reliable and durable fastening state can be obtained.

【0036】[0036]

【発明の効果】以上のように、本発明の異形差筋アンカ
ーではその構成上、向かい合う一対の縦節(11)とそ
の相互間に一定ピッチ(P)を保って交錯する多数の横
節(12)とを備えた異形鉄筋(I)と、基端側が上記
異形鉄筋(I)への薄肉な差し込み口筒部(13)とし
て、先端側が拡開用割溝(16)を備えた厚肉な拡開口
筒部(14)として、その両口筒部(13)(14)の
段付き穴形態に造形すると共に、上記拡開口筒部(1
4)にその拡開用プラグ(18)を部分的に圧入セット
した円筒型のアンカースリーブ(S)とから成り、
As described above, in the deformed difference muscle anchor according to the present invention, due to its structure, a pair of longitudinal segments (11) facing each other and a large number of transverse segments (1) intersecting each other while maintaining a constant pitch (P) therebetween. 12), and a thick wall having a base portion as a thin insertion tube portion (13) into the deformed reinforcing bar (I) and a distal end having an expanding groove (16). The wide-opening cylinder (14) is formed in the form of a stepped hole in each of the two-sided cylinders (13) and (14).
4) a cylindrical anchor sleeve (S) in which the expanding plug (18) is partially press-fitted and set;

【0037】そのアンカースリーブ(S)の差し込み口
筒部(13)を上記異形鉄筋(I)の先端部へ差し込み
套嵌させてかしめ付けることにより、その異形鉄筋
(I)の両縦節(11)を結ぶ直径線(O−O)とほぼ
平行な2辺面(a)(b)を備えた全体的な断面正偶数
多角形に造形し、且つその断面正偶数多角形に造形した
差し込み口筒部(13)の平行な2辺面(a)(b)
を、上記異形鉄筋(I)における横節(12)の隣り合
う相互間と対応位置する個所での部分連続的にかしめ付
けることにより、そのかしめ付け部分を上記横節(1
2)へ係止する滑り止めキー(24)(25)として機
能させてあるため、冒頭に述べた従来技術の課題を確実
に改良できる効果がある。
The insertion sleeve portion (13) of the anchor sleeve (S) is inserted into the distal end portion of the deformed reinforcing bar (I), and then crimped, and then crimped to form both longitudinal sections (11) of the deformed reinforcing bar (I). ) Is formed into an entire cross-section even-numbered polygon having two side surfaces (a) and (b) substantially parallel to the diameter line (OO) connecting them, and the insertion port is formed into the cross-section even-even polygon. Two parallel side surfaces (a) and (b) of the cylindrical portion (13)
Is continuously caulked at a position corresponding to a space between adjacent ones of the horizontal bars (12) in the deformed reinforcing bar (I), whereby the caulked portion is connected to the horizontal bars (1).
Since it functions as the non-slip keys (24) and (25) to be locked to 2), there is an effect that the problem of the prior art described at the beginning can be surely improved.

【0038】つまり、本発明の上記構成によれば、アン
カースリーブ(S)の差し込み口筒部(13)が異形鉄
筋(I)の向かい合う両縦節(11)を結ぶ直径線(O
−O)とほぼ平行な2辺面(a)(b)を備えた全体的
な断面正偶数多角形として、その異形鉄筋(I)の先端
部へかしめ付けられており、しかもその平行な2辺面
(a)(b)が更に異形鉄筋(I)における横節(1
2)の隣り合う相互間と対応位置する個所での連続スポ
ット的にかしめ付けられ、そのかしめ付け部分を滑り止
めキー(24)(25)として、上記異形鉄筋(I)の
横節(12)へ確固に係止一体化するようになっている
ため、引張強度と耐久性に優れた異形差筋アンカー
(A)として提供できるのである。
That is, according to the above-mentioned structure of the present invention, the insertion sleeve portion (13) of the anchor sleeve (S) connects the diameter bar (O) connecting the opposed vertical bars (11) of the deformed reinforcing bar (I).
-O) is crimped to the tip of the deformed reinforcing bar (I) as an overall polygon of even cross section having two side surfaces (a) and (b) substantially parallel to -O). The side surfaces (a) and (b) further have horizontal sections (1) in the deformed reinforcing bar (I).
2) The crimping is carried out in a continuous spot at a position corresponding to the adjacent ones of 2), and the crimping portion is used as a non-slip key (24) (25), and a transverse section (12) of the deformed reinforcing bar (I). Since the anchor is firmly locked and integrated, it can be provided as a deformed difference bar anchor (A) having excellent tensile strength and durability.

【0039】特に、請求項2の構成を採用するならば、
上記効果をますます昂めることができるほか、その断面
正六角形が最も効率良く塑性変形する形状であることか
らも、本発明の異形差筋アンカー(A)を極めて容易に
量産し得ることとなる。
In particular, if the configuration of claim 2 is adopted,
In addition to being able to enhance the above-mentioned effects more and more, since the regular hexagonal cross section is the most efficiently plastically deformed shape, it is extremely easy to mass-produce the deformed difference anchor (A) of the present invention. Become.

【0040】又、上記異形差筋アンカー(A)を製造す
るに当って、請求項3に記載の方法を採用するならば、
比較的に簡素なかしめ加工金型(20)(21)を用い
て、しかも1工程での安価に量産できる効果がある。
In producing the deformed difference muscle anchor (A), if the method according to claim 3 is adopted,
Using the relatively simple caulking dies (20) and (21), there is an effect that mass production can be performed in one step at low cost.

【0041】更に、請求項4の製造法を採用するなら
ば、縦節(11)と横節(12)との交錯形態が相違変
化する異形鉄筋(I)に対しても、そのアンカースリー
ブ(S)の差し込み口筒部(13)を容易にかしめ付け
ることができ、その変化の対応性に優れる効果がある。
Further, if the manufacturing method of the fourth aspect is adopted, even for the deformed reinforcing bar (I) in which the intersecting form of the vertical section (11) and the horizontal section (12) changes differently, the anchor sleeve (I) can be used. The insertion port tube portion (13) of S) can be easily swaged, and there is an effect that the change is excellent in responsiveness.

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

【図1】本発明の異形差筋アンカーを示す側面図であ
る。
FIG. 1 is a side view showing a deformed difference muscle anchor of the present invention.

【図2】図1の2−2線に沿う拡大断面図である。FIG. 2 is an enlarged sectional view taken along line 2-2 of FIG.

【図3】図1の3−3線に沿う拡大断面図である。FIG. 3 is an enlarged sectional view taken along line 3-3 in FIG.

【図4】図1の4−4線に沿う拡大断面図である。FIG. 4 is an enlarged sectional view taken along line 4-4 in FIG.

【図5】異形差筋アンカーの分解状態を示す一部破断の
側面図である。
FIG. 5 is a partially broken side view showing a disassembled state of the deformed difference muscle anchor.

【図6】異形鉄筋におけるアンカースリーブの差し込み
套嵌状態と、かしめ加工金型との対応位置関係を示す一
部破断の側面図である。
FIG. 6 is a partially broken side view showing a corresponding positional relationship between a state in which an anchor sleeve is inserted and fitted in a deformed reinforcing bar and a caulking die.

【図7】図6に対応する一部破断の拡大正面図である。FIG. 7 is an enlarged front view of a partly broken section corresponding to FIG. 6;

【図8】かしめ加工金型を抽出して示す一部破断の斜面
図である。
FIG. 8 is a partially broken perspective view showing a caulking die extracted.

【図9】アンカースリーブのかしめ付け状態を示す一部
破断の側面図である。
FIG. 9 is a partially broken side view showing a crimped state of the anchor sleeve.

【図10】図9の10−10線に沿う拡大断面図であ
る。
FIG. 10 is an enlarged sectional view taken along line 10-10 of FIG. 9;

【図11】異形差筋アンカーの埋め込み使用過程を示す
説明図である。
FIG. 11 is an explanatory view showing a process of embedding and using a deformed difference muscle anchor.

【図12】同じく埋め込み完了状態を示す説明図であ
る。
FIG. 12 is an explanatory diagram showing an embedding completion state.

【図13】図12の13−13線に沿う拡大断面図であ
る。
FIG. 13 is an enlarged sectional view taken along line 13-13 of FIG.

【符号の説明】[Explanation of symbols]

(11)・縦節 (12)・横節 (13)・差し込み口筒部 (14)・拡開口筒部 (16)・割溝 (18)・プラグ (24)・滑り止めキー (25)・滑り止めキー (A)・異形差筋アンカー (I)・異形鉄筋 (S)・アンカースリーブ (P)・一定ピッチ (a)・辺面 (b)・辺面 (O−O)・直径線 (11) ・ Vertical section (12) ・ Horizontal section (13) ・ Insertion tube section (14) ・ Expansion tube section (16) ・ Split groove (18) ・ Plug (24) ・ Non-slip key (25) ・Non-slip key (A), deformed reinforcing bar anchor (I), deformed reinforcing bar (S), anchor sleeve (P), constant pitch (a), side surface (b), side surface (OO), diameter line

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】向かい合う一対の縦節(11)と、その相
互間に一定ピッチ(P)を保って交錯する多数の横節
(12)とを備えた異形鉄筋(I)と、 基端側が上記異形鉄筋(I)への薄肉な差し込み口筒部
(13)として、先端側が拡開用割溝(16)を備えた
厚肉な拡開口筒部(14)として、その両口筒部(1
3)(14)の段付き穴形態に造形すると共に、上記拡
開口筒部(14)にその拡開用プラグ(18)を部分的
に圧入セットした円筒型のアンカースリーブ(S)とか
ら成り、 そのアンカースリーブ(S)の差し込み口筒部(13)
を上記異形鉄筋(I)の先端部へ差し込み套嵌させてか
しめ付けることにより、その異形鉄筋(I)の両縦節
(11)を結ぶ直径線(O−O)とほぼ平行な2辺面
(a)(b)を備えた全体的な断面正偶数多角形に造形
し、 且つその断面正偶数多角形に造形した差し込み口筒部
(13)の平行な2辺面(a)(b)を、上記異形鉄筋
(I)における横節(12)の隣り合う相互間と対応位
置する個所での部分連続的にかしめ付けることにより、
そのかしめ付け部分を上記横節(12)へ係止する滑り
止めキー(24)(25)として機能させたことを特徴
とする異形差筋アンカー。
1. A deformed reinforcing bar (I) having a pair of longitudinal bars (11) facing each other and a number of horizontal bars (12) intersecting each other while maintaining a constant pitch (P) therebetween. As a thin-walled insertion tube portion (13) into the deformed reinforcing bar (I), a thick-walled expansion tube portion (14) having a split groove (16) for expanding at the tip end, and a double-walled tube portion (14) thereof. 1
3) A cylindrical anchor sleeve (S) formed into a stepped hole form of (14), and the expansion plug (18) is partially press-fitted and set in the expansion tube part (14). The insertion sleeve (13) of the anchor sleeve (S)
Is inserted into the tip of the deformed reinforcing bar (I) and crimped to form a two-sided surface substantially parallel to a diameter line (OO) connecting both longitudinal sections (11) of the deformed reinforcing bar (I). (A) A parallel two-sided surface (a) (b) of an insertion port cylinder (13) formed into an entire cross-section polygon having an even-numbered polygon having (b), and formed into a cross-section even-even polygon. By partially and continuously caulking the adjacent portions of the horizontal bars (12) in the deformed reinforcing bar (I) at the corresponding positions.
A deformed difference muscle anchor characterized in that the crimped portion functions as a non-slip key (24) (25) for locking the horizontal section (12).
【請求項2】アンカースリーブ(S)の差し込み口筒部
(13)を異形鉄筋(I)の先端部へ、その横節(1
2)の少なくとも2ピッチ分だけ差し込み套嵌させてか
しめ付けることにより、その異形鉄筋(I)の両縦節
(11)を結ぶ直径線(O−O)とほぼ平行な2辺面
(a)(b)を備えた全体的な断面正六角形に造形し、 且つその断面正六角形に造形した差し込み口筒部(1
3)の平行な2辺面(a)(b)を、上記異形鉄筋
(I)における横節(12)の隣り合う相互間と対応位
置する少なくとも4個所での部分連続的にかしめ付ける
ことにより、そのかしめ付け部分を悉く上記横節(1
2)へ重畳的に係止する滑り止めキー(24)(25)
として機能させたことを特徴とする請求項1記載の異形
差筋アンカー。
2. The insertion tube section (13) of the anchor sleeve (S) is inserted into the distal end of the deformed reinforcing bar (I) by the transverse section (1).
2) By inserting and crimping at least two pitches in step 2) and crimping, two side faces (a) substantially parallel to a diameter line (OO) connecting both longitudinal sections (11) of the deformed reinforcing bar (I). (B) is formed into a general hexagonal cross-section, and the insertion port cylindrical part (1
By caulking the parallel two side surfaces (a) and (b) of 3) partially and continuously at least at four positions corresponding to adjacent spaces between the horizontal bars (12) in the deformed reinforcing bar (I). , And all the caulked parts,
Non-slip keys (24) and (25) that overlap and lock to 2)
The deformed difference muscle anchor according to claim 1, wherein the anchor is made to function.
【請求項3】アンカースリーブ(S)を特殊鋼の塑性加
工又は切削加工により、その基端側に薄肉な差し込み口
筒部(13)と先端側に厚肉な拡開口筒部(14)とを
備えた段付き穴形態に造形して、 その拡開用割溝(16)を付与した上記拡開口筒部(1
4)に、楔作用する鋼塊のプラグ(18)をその先端側
の部分的な張り出し状態に圧入セットすると共に、 向かい合う一対の縦節(11)と、その相互間に一定ピ
ッチ(P)を保って交錯する多数の横節(12)とを備
えた異形鉄筋(I)の先端部へ、上記アンカースリーブ
(S)の差し込み口筒部(13)を差し込み套嵌させた
上、 その差し込み口筒部(13)をかしめ加工金型(20)
(21)により、上記異形鉄筋(I)の両縦節(11)
を結ぶ直径線(O−O)とほぼ平行な2辺面(a)
(b)を備えた全体的な断面正偶数多角形にかしめ付け
ると一挙同時に、 その断面正偶数多角形の平行な2辺面(a)(b)が上
記異形鉄筋(I)における横節(12)の隣り合う相互
間と対応位置する個所を、その横節(12)へ係止する
滑り止めキー(24)(25)として部分的にかしめ付
け一体化することを特徴とする異形差筋アンカーの製造
法。
3. An anchor sleeve (S) is formed by plastic working or cutting of special steel into a thin insertion tube part (13) on the base end side and a thick expanded tube part (14) on the front end side. The widened cylindrical portion (1) is formed into a stepped hole shape provided with a widened split groove (16).
4) At the same time, a plug (18) of a steel ingot acting as a wedge is press-fitted and set in a partially overhang state on the tip side, and a pair of opposed vertical bars (11) and a constant pitch (P) between them. The insertion tube portion (13) of the anchor sleeve (S) is inserted into the distal end portion of the deformed reinforcing bar (I) having a large number of transverse sections (12) that intersect with each other, and the insertion hole is inserted. Die (20) for caulking cylindrical part (13)
According to (21), both longitudinal sections (11) of the deformed reinforcing bar (I)
Two side surfaces (a) substantially parallel to the diameter line (OO) connecting
At the same time as the entire cross-section even polygon having the cross section (b) is crimped, the parallel two side faces (a) and (b) of the cross section even-even polygon have the horizontal joints (I) in the deformed reinforcing bar (I). A deformed difference bar characterized by partially caulking and integrating a portion corresponding to an adjacent one of the above 12) as a non-slip key (24) (25) to be locked to the transverse section (12). Anchor manufacturing method.
【請求項4】アンカースリーブ(S)を特殊鋼の塑性加
工又は切削加工により、その基端側に薄肉な差し込み口
筒部(13)と先端側に厚肉な拡開口筒部(14)とを
備えた段付き穴形態に造形して、 その拡開用割溝(16)を付与した上記拡開口筒部(1
4)に、楔作用する鋼塊のプラグ(18)をその先端側
の部分的な張り出し状態に圧入セットすると共に、 向かい合う一対の縦節(11)と、その相互間に一定ピ
ッチ(P)を保って交錯する多数の横節(12)とを備
えた異形鉄筋(I)の先端部へ、上記アンカースリーブ
(S)の差し込み口筒部(13)を差し込み套嵌させた
上、 その差し込み口筒部(13)をかしめ加工金型(20)
(21)により、上記異形鉄筋(I)の両縦節(11)
を結ぶ直径線(O−O)とほぼ平行な2辺面(a)
(b)を備えた全体的な断面正偶数多角形にかしめ付け
た後、 その断面正偶数多角形の平行な2辺面(a)(b)が上
記異形鉄筋(I)における横節(12)の隣り合う相互
間と対応位置する個所を、その横節(12)へ係止する
滑り止めキー(24)(25)として部分的にかしめ付
け一体化することを特徴とする異形差筋アンカーの製造
法。
4. An anchor sleeve (S) is formed by plastic working or cutting of special steel into a thin-walled insertion tube portion (13) at the base end and a thick-walled expansion tube (14) at the front end. The widened cylindrical portion (1) is formed into a stepped hole shape provided with a widened split groove (16).
4) At the same time, a plug (18) of a steel ingot acting as a wedge is press-fitted and set in a partially overhang state on the tip side, and a pair of opposed vertical bars (11) and a constant pitch (P) between them. The insertion tube portion (13) of the anchor sleeve (S) is inserted into the distal end portion of the deformed reinforcing bar (I) having a large number of transverse sections (12) that intersect with each other, and the insertion hole is inserted. Die (20) for caulking cylindrical part (13)
According to (21), both longitudinal sections (11) of the deformed reinforcing bar (I)
Two side surfaces (a) substantially parallel to the diameter line (OO) connecting
After crimping on the entire cross-section regular even polygon provided with (b), the parallel two side surfaces (a) and (b) of the cross-section regular even polygon are connected to the transverse section (12) in the deformed reinforcing bar (I). Characterized in that the portions corresponding to adjacent ones of (1) and (2) are partially crimped and integrated as non-slip keys (24) and (25) for locking to the transverse section (12). Manufacturing method.
JP34242996A 1996-12-06 1996-12-06 Deformed bar anchor and its manufacturing method Expired - Fee Related JP2841189B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34242996A JP2841189B2 (en) 1996-12-06 1996-12-06 Deformed bar anchor and its manufacturing method

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JPH10169096A true JPH10169096A (en) 1998-06-23
JP2841189B2 JP2841189B2 (en) 1998-12-24

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100536968B1 (en) * 1999-07-05 2005-12-14 우시오덴키 가부시키가이샤 Electric Discharge Lamp
KR100978629B1 (en) * 2010-05-31 2010-08-27 (주)케이지엔지니어링 Soil nailing for reinforce slope and method for reinforce slope using thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100536968B1 (en) * 1999-07-05 2005-12-14 우시오덴키 가부시키가이샤 Electric Discharge Lamp
KR100978629B1 (en) * 2010-05-31 2010-08-27 (주)케이지엔지니어링 Soil nailing for reinforce slope and method for reinforce slope using thereof

Also Published As

Publication number Publication date
JP2841189B2 (en) 1998-12-24

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