JP3380396B2 - Wire material with indentation indentation - Google Patents
Wire material with indentation indentationInfo
- Publication number
- JP3380396B2 JP3380396B2 JP12950096A JP12950096A JP3380396B2 JP 3380396 B2 JP3380396 B2 JP 3380396B2 JP 12950096 A JP12950096 A JP 12950096A JP 12950096 A JP12950096 A JP 12950096A JP 3380396 B2 JP3380396 B2 JP 3380396B2
- Authority
- JP
- Japan
- Prior art keywords
- shape
- linear material
- present
- indentation
- straightening
- 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
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- Reinforcement Elements For Buildings (AREA)
- Wire Processing (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、異形鉄筋として用
いるインデント状圧痕付き線状材に関するものである。
なお本発明における線状材とは、鋼棒、鋼線、コイル鉄
筋全般を言う。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a linear material with an indented impression used as a deformed bar.
The linear material in the present invention refers to steel rods, steel wires, and coil reinforcing bars in general.
【0002】[0002]
【従来の技術】一般に、コンクリート補強用として、真
っ直ぐな鉄筋を縦と横に網状に配列して交差箇所を溶接
して建物の床面や壁等に用いたり、または、網状のもの
を曲げ加工し前述の建築部材として用いられる用途があ
る。これは、建築物に対する鉄筋の使用に当たって、建
築の省力化、建築資材の軽量化のため、建設現場へもっ
て行く前に工場で鉄筋を矯直・溶接する、いわゆる溶接
金網にする用途である。これによりコンクリート補強用
溶接金網の工期の短縮化、能率化、規格化に成功してい
る分野である。この溶接金網を迅速に施工するには、寸
法誤差や浮き上がりや溶接離れがないことである。2. Description of the Related Art Generally, for reinforcing concrete, straight reinforcing bars are arranged vertically and horizontally in a mesh shape and welded at the intersections to be used on the floor or wall of a building, or the mesh shape is bent. However, there is an application used as the above-mentioned building member. This is a so-called welded wire netting in which a reinforcing bar is straightened and welded at a factory before going to a construction site in order to save labor and reduce the weight of a building material when using the reinforcing bar for a building. This is a field in which the construction period of welding wire mesh for concrete reinforcement has been shortened, streamlined, and standardized successfully. In order to quickly construct this welded wire mesh, there is no dimensional error, rising or welding separation.
【0003】この用途の鉄筋加工の網状に溶接する時と
現地施工に当たり、その異形鉄筋として用いるインデン
ト状圧痕付き線状材は、工場での矯直機の時点で真っ直
ぐになること、即ち直線加工性及び溶接性が重要にな
る。この条件が整わなければ、一定平面上において浮き
上がりや溶接離れが発生し、鉄筋としてのコンクリート
補強の意味が損なわれる。また、矯直機の時点で真っ直
ぐにならないと、次の工程の溶接機へ線状体を供給する
際に引っ掛かったりして、いわゆる搬送性が損なわれ
る。The wire material with an indented indentation used as a deformed reinforcing bar for welding in the net shape of reinforcing bar processing for this purpose and on-site construction is to be straight at the time of the straightening machine in the factory, that is, linear processing And weldability are important. If this condition is not met, lifting or welding separation will occur on a certain plane, and the meaning of concrete reinforcement as a reinforcing bar will be impaired. Further, if the straightening is not straightened at the time of the straightening machine, the linear body is caught when it is supplied to the welding machine in the next step, and the so-called transportability is impaired.
【0004】例えば、特公昭59−673号公報におい
ては、コンクリート付着性向上を目的として、縦リブ
の高さが1.0〜2.0mm、横リブのピッチpと横リ
ブの高さhとの関係が3≦p/h≦11、鋼棒の公称
直径DN と横リブのピッチpとの関係が1.4√(h/
DN )≦p/DN ≦2.5√(h/DN )である、コン
クリート補強用異形鋼棒が開示されている。For example, in Japanese Patent Publication No. 59-673, for the purpose of improving concrete adhesion, the height of the vertical ribs is 1.0 to 2.0 mm, the pitch p of the horizontal ribs and the height h of the horizontal ribs. Is 3 ≦ p / h ≦ 11, and the relationship between the nominal diameter D N of the steel rod and the pitch p of the lateral ribs is 1.4√ (h /
Disclosed is a deformed steel bar for concrete reinforcement, wherein D N ) ≦ p / D N ≦ 2.5√ (h / D N ).
【0005】また、特開平6−31368号公報におい
ては、線状材のインデント加工方法として、複数のイン
デントロール1a、1b、1c、1dにより線状材の周
囲に周方向Y及び長さ方向Xの間隔を置き圧痕付けし
て、複数の圧痕列a1、b1、c1、d1を付設すると
ともに、各圧痕列の圧痕を、線状材の右廻り、対面側、
左廻り及び対面側の順序で、又は左廻り、対面側、右廻
り及び対面側の順序でかつ同線状材の長さ方向に位相を
ずらし、順次に圧痕付けする方法が開示されている。Further, in Japanese Unexamined Patent Publication No. 6-31368, as a method for indenting a linear material, a plurality of indent rolls 1a, 1b, 1c and 1d are used to surround the linear material in a circumferential direction Y and a length direction X. A plurality of indentation rows a1, b1, c1 and d1 are provided by placing an indentation at intervals of, and the indentation of each indentation row is rotated clockwise of the linear member, facing side,
Disclosed is a method in which the phase is shifted in the order of counterclockwise and facing side, or in the order of counterclockwise, facing side, rightward and facing side and in the length direction of the linear member, and indentation is sequentially performed.
【0006】[0006]
【発明が解決しようとする課題】このインデント状圧痕
付き線状材の製造に当たっては、一般的には規格量産の
関係上、熱間圧延により製造されている。通常は熱間に
おいて、楕円形の断面形状をもつように圧下された素材
をインデント形状と逆の凸を有するカリバーを持つ仕上
ロールの一対間を通過させて圧延成形、いわゆる熱間イ
ンデント圧延により製造する。In producing the indented linear material with indentations, it is generally produced by hot rolling in view of standard mass production. Usually produced by hot-indent rolling, in which the material is pressed into an elliptical cross-section during hot working by passing it between a pair of finishing rolls having calibers with convexities opposite to the indented shape. To do.
【0007】本発明は、コンクリート補強用として、真
っ直ぐな鉄筋を縦と横に網状に溶接する工程において、
矯直機による加工時に真っ直ぐになることと、溶接性が
良好であることが得られる前述の方法で圧延成形された
インデント状圧痕付き線状材を提供することを目的とす
るものである。According to the present invention, for reinforcing concrete, in a process of welding straight reinforcing bars vertically and horizontally in a mesh shape,
An object of the present invention is to provide an indented linear material with an indentation which is roll-formed by the above-described method and which is straightened when processed by a straightening machine and has good weldability.
【0008】[0008]
【課題を解決するための手段】本発明の要旨は次の通り
である。
(1)ほぼ一定間隔で、且つほぼ一定深さで、且つほぼ
一定の面積の凹み面を有する線状材において、凹みの面
積が全表面積の20〜80%で、凹み面が楕円状である
とともに、外面がほぼ円形形状であることを特徴とする
インデント状圧痕付き線状材。
(2)楕円状の凹み面が軸線に対して同一方向に斜行し
ていることを特徴とする請求項1記載のインデント状圧
痕付き線状材。The gist of the present invention is as follows. (1) In a linear material having a concave surface with a substantially constant interval and a substantially constant depth and a substantially constant area, the concave area is 20 to 80% of the total surface area , and the concave surface is elliptical.
At the same time, the indented linear material having an indented shape is characterized in that the outer surface is substantially circular . (2) indented shape indentations with linear material according to claim 1, wherein the oval recess surface is characterized in that it is skewed in the same direction about the axis.
【0009】[0009]
【発明の実施の形態】図3の駒型矯直機により異形鉄筋
として用いる線状材1を矯直する場合に、真っ直ぐにな
らなければ、次の工程の溶接機へ線状材を供給する際に
引っ掛かったり、溶接後位置ずれが発生し、浮き離れや
溶接離れが発生することとなる。BEST MODE FOR CARRYING OUT THE INVENTION When straightening a linear material 1 used as a deformed reinforcing bar by the piece type straightening machine of FIG. 3, if the straightening is not straight, the linear material is supplied to a welding machine in the next step. At that time, it will be caught or a positional deviation will occur after welding, and floating or welding will occur.
【0010】本発明者らは、上記の点について鋭意研究
した結果、図1に示すように外面は円形に近い形状とし
た上で、凹み面4を軸線5の方向に同一方向に角度θで
斜行させた楕円状とすることと、凹み面の面積を少なく
し外面の面積を大きくすること、いわゆるインデント状
圧痕付き線状材とすることで直線性が改善されることを
見いだした。As a result of earnest studies on the above points, the inventors of the present invention have shown that the outer surface has a shape close to a circle as shown in FIG. 1, and the concave surface 4 is in the same direction in the direction of the axis 5 at an angle θ. It has been found that the linearity is improved by forming a slanted elliptical shape, reducing the area of the recessed surface and increasing the area of the outer surface, that is, a so-called indented linear material with indentations.
【0011】この直線性が優れているのは、矯直駒の抵
抗が少なく、全面に均一に当たることであり、凹み面4
を同一方向に斜行させた楕円状にし、その凹み面の面積
は、図14に示すように直線性とコンクリート付着性を
考慮した20〜80%の範囲が最も良好であることを見
いだした。また、外面の面積が大きいことにより図4の
溶接機9において縦筋7と横筋8との接触面積が大きく
なり、溶接部剪断強度の向上が図られることを見いだし
た。The reason why this linearity is excellent is that the straightening piece has a small resistance and uniformly hits the entire surface.
It was found that the area of the recessed surface was the best in the range of 20 to 80% in consideration of linearity and concrete adhesion, as shown in FIG. Further, it has been found that the large area of the outer surface increases the contact area between the vertical bar 7 and the horizontal bar 8 in the welding machine 9 of FIG. 4, thereby improving the shear strength of the welded portion.
【0012】そこで本発明者らは、図1の本発明の形状
の線状材と図2の従来の形状の線状材を用いて、図3の
駒型矯直機により矯直し両者の比較を行った。その結果
を図5に示す。図5で示すとおり、本発明の形状の線状
材が従来の形状の線状材と比較して、測定長さl当たり
の曲がり量Sが小さく直線性が良好であることがわか
る。Therefore, the inventors of the present invention used the linear material having the shape of the present invention shown in FIG. 1 and the linear material having the conventional shape shown in FIG. 2 with a piece type straightening machine shown in FIG. I went. The result is shown in FIG. As shown in FIG. 5, it is understood that the linear material having the shape of the present invention has a smaller bending amount S per measured length 1 and has better linearity than the linear material having the conventional shape.
【0013】図2に示す従来の形状の線状材の外面の節
11または軸線状の伸びたリブ12の一部に図3の矯直
機の矯正駒2が接触する、いわゆる部分接触になるのに
対し、本発明の形状の線状材は外面がほぼ円形で面積が
大きいことから、矯正駒が外面全体に軽く均等に接触す
る、いわゆる矯直面積が大きいので線状材が真っ直ぐに
なるのである。The so-called partial contact, in which the straightening piece 2 of the straightening machine of FIG. 3 comes into contact with a part of the node 11 or the axially extending rib 12 on the outer surface of the conventional linear material shown in FIG. On the other hand, since the linear material having the shape of the present invention has a substantially circular outer surface and a large area, the correction piece makes a light and even contact with the entire outer surface, so-called straightening area is large, so the linear material becomes straight. Of.
【0014】本発明の形状の線状材は、一般の2ロール
圧延方法においてロール孔型のカリバーを持つ仕上ロー
ルの一対間を通過させて圧延成形する、いわゆる熱間圧
延をすることによって容易に製造可能なものである。The linear material having the shape of the present invention can be easily subjected to so-called hot rolling by passing it between a pair of finishing rolls having a roll-hole type caliber in a general two-roll rolling method, so-called hot rolling. It can be manufactured.
【0015】[0015]
(実施例1)図1の本発明の形状の線状材と図2の従来
の形状の線状材を図3の駒型矯直機により矯直した。そ
の結果を図5に示す。測定長さl当たりの曲がり量Sが
小さい程、直線性が良いという評価であり、本発明の形
状は従来の形状と比較して良好であることがわかった。(Example 1) The linear material having the shape of the present invention shown in FIG. 1 and the linear material having the conventional shape shown in FIG. 2 were straightened by a piece type straightening machine shown in FIG. The result is shown in FIG. It was evaluated that the smaller the bending amount S per measurement length l, the better the linearity, and the shape of the present invention was found to be better than the conventional shape.
【0016】次に、図1の本発明の形状の線状材と図2
の従来の形状の線状材を図4の溶接機により縦筋と横筋
を溶接したものを、図6のJIS G3551に規定の
溶接部剪断強度試験方法により試験を実施した。その結
果を図7(a),(b)に示す。溶接部剪断強度の数値
が大きい方が強度が高いことを示しており、本発明の形
状は従来の形状と比較して良好であることがわかった。Next, the linear material having the shape of the present invention shown in FIG.
A conventional linear wire having the above-mentioned shape was welded with a vertical bar and a horizontal bar by a welding machine shown in FIG. 4, and a test was carried out by a welded portion shear strength test method defined in JIS G3551 of FIG. The results are shown in FIGS. 7 (a) and 7 (b). It was shown that the larger the numerical value of the weld shear strength, the higher the strength, and it was found that the shape of the present invention is better than the conventional shape.
【0017】また、図8に示すような90度曲げ加工試
験方法により、線状材の曲げ評価を行った。その結果を
図9に示す。目標の90度に近い程良いことを示してお
り、本発明の形状(図9(b))は従来の形状(図9
(a))と比較して良好であることがわかった。Further, the bending of the linear material was evaluated by the 90-degree bending test method as shown in FIG. The result is shown in FIG. It is shown that the closer to the target of 90 degrees, the better, and the shape of the present invention (FIG. 9B) is the same as the conventional shape (FIG. 9B).
It was found to be better than (a)).
【0018】さらに、図11(a)に示すコンクリート
付着強度試験方法によりJIS A1132に規定され
たコンクリート養生方法により埋設された線状材を、J
IS B 7721に規定された方法により引き抜いた
時の滑り量Δlと引抜荷重Gとの関係を図11の(b)
に示す。その結果、本発明の形状は従来の形状と比較し
て遜色がないことがわかった。Furthermore, the linear material embedded by the concrete curing method defined in JIS A1132 by the concrete adhesion strength test method shown in FIG.
FIG. 11B shows the relationship between the slip amount Δl and the pull-out load G when pulling out by the method specified in IS B 7721.
Shown in. As a result, it was found that the shape of the present invention was comparable to the conventional shape.
【0019】尚、図13には滑り量Δlと引抜荷重Gと
の関係、いわゆるコンクリート付着特性を示すが、弾性
域、弾塑性域、塑性域を経由し、最大引抜荷重Gに達す
ることを説明している。Incidentally, FIG. 13 shows the relationship between the slip amount Δl and the pull-out load G, that is, the so-called concrete adhesion property. It is explained that the maximum pull-out load G is reached through the elastic region, the elasto-plastic region and the plastic region. is doing.
【0020】図3の駒型矯直機にて本発明の形状の線状
材を矯直し、図4の溶接機により縦筋と横筋を溶接した
ものを用いて図10に示すような床スラブ配筋を実施し
た。その結果、従来必要とされた床一面を施工するのに
浮き上がりや溶接箇所の補強等の追加等の作業が不要と
なり、作業時間の短縮が図られた。A floor slab as shown in FIG. 10 is obtained by straightening the linear material having the shape of the present invention with the piece type straightening machine of FIG. 3 and welding the vertical and horizontal lines by the welding machine of FIG. Arrangement was carried out. As a result, the work required for constructing the entire floor, which has been conventionally required, does not require additional work such as uplifting and reinforcement of welding points, and the working time has been shortened.
【0021】また、図12の(a)のように溶接金網を
JIS A 5305に規定された方法によりコンクリ
ートの中に埋設した、いわゆるコンクリート製品の状態
で、L方向とC方向に図12の(b)のように曲げた時
の破壊強度について調査した。その結果を表1に示す。
その結果、本発明の形状は従来の形状と比較して遜色が
ないことがわかった。Further, as shown in FIG. 12 (a), a welded wire mesh is embedded in concrete by the method specified in JIS A 5305, that is, in the state of a so-called concrete product, in the L direction and the C direction of FIG. The fracture strength when bent as in b) was investigated. The results are shown in Table 1.
As a result, it was found that the shape of the present invention was comparable to the conventional shape.
【0022】[0022]
【表1】 [Table 1]
【0023】(実施例2)図1の本発明の形状の線状材
の凹み面の面積比率を変えた場合の図3の駒型矯直機で
矯直加工後の直線性を比較した結果を表2に示す。ま
た、図14に示すように凹み面の面積比率と平均付着応
力の関係を示す。その結果、直線性及びコンクリート付
着性の良好な範囲は、凹み面の面積比率が20〜80%
の本発明に規定する範囲であることがわかった。(Embodiment 2) As a result of comparing the linearity after straightening with the piece straightening machine of FIG. 3 when the area ratio of the concave surface of the linear material of the present invention of FIG. 1 is changed. Is shown in Table 2. Further, as shown in FIG. 14, the relationship between the area ratio of the concave surface and the average adhesive stress is shown. As a result, in the range of good linearity and concrete adhesion, the area ratio of the concave surface is 20 to 80%.
Was found to be within the range specified in the present invention.
【0024】[0024]
【表2】 [Table 2]
【0025】[0025]
【発明の効果】本発明に係る線状材は矯直機により真っ
直ぐになることで、以下の改善が図られた。
(1)矯直機の矯正駒の摩耗が均一になり、直線性が良
いため線状材との接触を緩めにでき、摩耗度が少なく交
換周期が長くなり、コスト改善が図られた。
(2)矯直機で引っ掛かるトラブルが減少し、生産性向
上が図られた。
(3)矯直加工時のスケール剥離が良くなり、次工程の
溶接性が改善された。
(4)溶接機への縦筋、横筋の供給トラブルが激減し生
産性向上が図られた。また、無人化に近い操業が可能と
なり要員削減が期待できた。
(5)溶接機の溶接電極と線状材との接触面積が多いの
で短時間で溶接でき、溶接電極の摩耗が少なくなり、寿
命が長くなりコスト改善が図られた。
(6)溶接部の剪断強度が向上し、設計強度が向上し
た。
(7)縦筋、横筋の配列が正方形または長方形になり、
浮き上がりがないことから、床スラブ配筋の施工が簡単
になり、施工工期の短縮が期待できる。
(8)曲げ加工性が良いので目標の角度に曲げることが
でき、例えばU字型側溝等の型枠の中央に配筋できるの
で、コンクリート製品強度の改善が期待できる。この結
果、溶接金網等のコンクリート構造物の補強鉄筋におい
て、製造及び使用上、産業上寄与すること大である。The linear material according to the present invention is straightened by the straightening machine, and the following improvements are achieved. (1) The straightening piece of the straightening machine is evenly worn and has good linearity, so the contact with the linear material can be loosened, the degree of wear is small, the replacement cycle is long, and the cost is improved. (2) Trouble caught on the straightening machine was reduced, and productivity was improved. (3) The scale peeling during the straightening process was improved, and the weldability in the next step was improved. (4) The supply troubles of the vertical and horizontal lines to the welding machine were drastically reduced, and the productivity was improved. In addition, it was possible to operate as if it were an unmanned operation, and we could expect a reduction in personnel. (5) Since the contact area between the welding electrode of the welding machine and the linear member is large, welding can be performed in a short time, wear of the welding electrode is reduced, the life is extended, and cost is improved. (6) The shear strength of the welded portion is improved, and the design strength is improved. (7) The arrangement of vertical stripes and horizontal stripes becomes square or rectangular,
Since there is no uplift, the floor slab reinforcement work can be easily constructed, and the construction period can be shortened. (8) Since it has good bending workability, it can be bent at a target angle, and can be reinforced in the center of a frame such as a U-shaped gutter, so improvement in the strength of concrete products can be expected. As a result, in reinforcing steel bars for concrete structures such as welded wire nets, it makes a great industrial contribution in production and use.
【図1】本発明の線状材の形状例を示す正面図、平面
図、A−A断面図及び側面図。FIG. 1 is a front view, a plan view, an AA cross-sectional view and a side view showing a shape example of a linear member of the present invention.
【図2】従来の線状材の形状例を示す正面図、平面図、
A−A断面図及び側面図。FIG. 2 is a front view, a plan view, showing an example of the shape of a conventional linear member,
AA sectional drawing and a side view.
【図3】駒型矯直機による矯直加工の例を示す全体図と
矯正駒の拡大図。FIG. 3 is an overall view showing an example of straightening processing by a piece type straightening machine and an enlarged view of a correction piece.
【図4】溶接機による溶接金網製造の例を示す概略説明
図。FIG. 4 is a schematic explanatory view showing an example of manufacturing a welded wire net with a welding machine.
【図5】従来形状と本発明形状の矯直加工後の直線性比
較を示す図。FIG. 5 is a diagram showing a comparison of linearity between the conventional shape and the shape of the present invention after straightening.
【図6】溶接部剪断強度試験方法の説明図。FIG. 6 is an explanatory view of a welded portion shear strength test method.
【図7】従来形状と本発明形状の溶接部剪断強度比較を
示す図表。FIG. 7 is a chart showing a comparison of the shear strength of the welded portion between the conventional shape and the shape of the present invention.
【図8】曲げ加工試験方法の説明図。FIG. 8 is an explanatory diagram of a bending test method.
【図9】従来形状と本発明形状の曲げ角度比較を示す図
表。FIG. 9 is a chart showing a comparison of bending angles of the conventional shape and the shape of the present invention.
【図10】床スラブ配筋図の例の説明図。FIG. 10 is an explanatory diagram of an example of a floor slab bar arrangement diagram.
【図11】コンクリート付着強度試験方法の説明図。FIG. 11 is an explanatory diagram of a concrete adhesion strength test method.
【図12】コンクリート製品曲げ試験方法の説明図。FIG. 12 is an explanatory diagram of a concrete product bending test method.
【図13】コンクリート付着特性を示す図表。FIG. 13 is a chart showing concrete adhesion characteristics.
【図14】凹み面の面積比率と平均付着応力の関係を示
す図表。FIG. 14 is a chart showing the relationship between the area ratio of recessed surfaces and the average adhesive stress.
1 線状材 2 矯正駒 3 送りローラ 4 凹み面 5 軸線 6 隙間帯 θ 本発明線状材における凹み面と軸線の角度 7 縦筋 8 横筋 9 溶接機 11 従来の線状材の節(凸状) 12 節の隙間帯(リブ) 13 軸線 14 凹み面 θ 本発明線状材における凹み面と軸線の角度 α 従来の線状材における節と軸線の角度 1 linear material 2 straightening pieces 3 feed rollers 4 recessed surface 5 axis 6 gap zone θ Angle between the concave surface and the axis in the linear material of the present invention 7 Vertical streaks 8 horizontal lines 9 welding machine 11 Nodes (convex) of conventional wire 12-section gap band (rib) 13 axis 14 Recessed surface θ Angle between the concave surface and the axis in the linear material of the present invention α Angle between node and axis in conventional linear material
フロントページの続き (72)発明者 坂野 富雄 東京都目黒区柿ノ木坂1丁目2番7号 坂野興業株式会社内 (56)参考文献 特開 平8−284313(JP,A) 特開 平9−94602(JP,A) (58)調査した分野(Int.Cl.7,DB名) B21H 8/00 B21F 1/02 E04C 5/03 Continuation of the front page (72) Tomio Sakano Tomio Sakano 1-2-7 Kakinokizaka, Meguro-ku, Tokyo Within Sakano Kogyo Co., Ltd. (56) Reference JP-A-8-284313 (JP, A) JP-A-9-94602 (JP, A) (58) Fields surveyed (Int.Cl. 7 , DB name) B21H 8/00 B21F 1/02 E04C 5/03
Claims (2)
且つほぼ一定の面積の凹み面を有する線状材において、
凹みの面積が全表面積の20〜80%で、凹み面が楕円
状であるとともに、外面がほぼ円形形状であることを特
徴とするインデント状圧痕付き線状材。1. A substantially constant interval and a substantially constant depth,
And in a linear material having a recessed surface with a substantially constant area,
The area of the dent is 20-80% of the total surface area , and the dent surface is oval
An indented linear material having an indented shape , which has a substantially circular shape on the outer surface .
に斜行していることを特徴とする請求項1記載のインデ
ント状圧痕付き線状材。2. A indented shaped indentations with linear material according to claim 1, wherein the oval recess surface is characterized in that it is skewed in the same direction about the axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12950096A JP3380396B2 (en) | 1996-05-24 | 1996-05-24 | Wire material with indentation indentation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12950096A JP3380396B2 (en) | 1996-05-24 | 1996-05-24 | Wire material with indentation indentation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09314270A JPH09314270A (en) | 1997-12-09 |
| JP3380396B2 true JP3380396B2 (en) | 2003-02-24 |
Family
ID=15011024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12950096A Expired - Lifetime JP3380396B2 (en) | 1996-05-24 | 1996-05-24 | Wire material with indentation indentation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3380396B2 (en) |
-
1996
- 1996-05-24 JP JP12950096A patent/JP3380396B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09314270A (en) | 1997-12-09 |
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