JPS64537B2 - - Google Patents

Info

Publication number
JPS64537B2
JPS64537B2 JP17992084A JP17992084A JPS64537B2 JP S64537 B2 JPS64537 B2 JP S64537B2 JP 17992084 A JP17992084 A JP 17992084A JP 17992084 A JP17992084 A JP 17992084A JP S64537 B2 JPS64537 B2 JP S64537B2
Authority
JP
Japan
Prior art keywords
metal plate
piece
punched
pieces
hollow cylinder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP17992084A
Other languages
Japanese (ja)
Other versions
JPS6157719A (en
Inventor
Kenzo Katsuma
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.)
OOSAKA KOKAN SHOKAI KK
Original Assignee
OOSAKA KOKAN SHOKAI KK
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 OOSAKA KOKAN SHOKAI KK filed Critical OOSAKA KOKAN SHOKAI KK
Priority to JP17992084A priority Critical patent/JPS6157719A/en
Publication of JPS6157719A publication Critical patent/JPS6157719A/en
Publication of JPS64537B2 publication Critical patent/JPS64537B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> この発明は埋設用アンカー即ち、建築または土
木工事において、第6図に示すように土中に所要
方向の孔5を掘削し、孔内に打ち込むコンクリー
ト6等の中に挿入する鉄筋またはワイヤ7をコン
クリート中に正確に支持するためのスペーサSに
関する。
[Detailed Description of the Invention] <Industrial Application Field> The present invention is used for buried anchors, that is, in construction or civil engineering work, by excavating a hole 5 in the soil in a desired direction as shown in FIG. This invention relates to a spacer S for accurately supporting reinforcing bars or wires 7 inserted into concrete 6 or the like to be poured into the concrete.

<従来技術およびその問題点> このような目的に使用されるスペーサは適当に
屈曲した支持片の両端を挿入口にスポツト溶接ま
たは鋲止め等で接続固定していたが、固定個所が
多く、製作に手数がかかり高価となると共に強度
的にも不安がある。
<Prior art and its problems> Spacers used for this purpose have both ends of a suitably bent support piece connected and fixed to the insertion opening by spot welding or riveting, but there are many fixing points, making it difficult to manufacture. It is labor-intensive and expensive, and there are concerns about its strength.

<問題点を解決するための手段> 1枚の金属板から連続工程により製作し固定ま
たは溶接個所がなく、大量生産に適した手段で、
強度の増大と製作費の逓減を図つた。
<Means to solve the problem> This method is manufactured from a single metal plate through a continuous process, has no fixing or welding parts, and is suitable for mass production.
The aim was to increase strength and reduce manufacturing costs.

<実施例> 第1図、第2図に示すように、横方向の補強用
突条2を圧出形成した両端の挿通口1,1が欠円
筒状で両挿通口1,1を連結する複数個の支持片
3の中央部を筒体外方に屈曲膨出させた1枚の金
属板から構成されたことを特徴とするものであ
る。
<Example> As shown in FIGS. 1 and 2, the insertion holes 1, 1 at both ends, each having a lateral reinforcing protrusion 2 formed by extrusion, have a hollow cylindrical shape and connect the two insertion holes 1, 1. It is characterized in that it is constructed from a single metal plate in which the central portions of a plurality of support pieces 3 are bent and bulged outward from the cylinder.

次に上記スペーサの製法について説明すると、
第3図、第4図に示すように、連続した帯状の金
属板10の幅方向に適当な間隔を存して平行に補
強突条2,2を圧出形成すると共に両突条2,2
間に長さ方向の打抜き孔14を複数個打抜き、小
さな連繋片15で帯状金属板10に接続する打抜
き板Aを形成する第1工程と、第1工程により形
成された打ち抜き板の両側部を挿入口1,1の口
径に合する曲面となる様、全体を第3図の破線で
示す波形に予備屈曲する第2工程と、第2工程を
経た予備屈曲板Bを、その両端が適当な間隔Lを
存して突き合わせ、欠円筒状に屈曲する第3工程
を経て連繋片15を切り落として欠円筒状の単体
Cとする。
Next, the manufacturing method of the above spacer will be explained.
As shown in FIGS. 3 and 4, reinforcing ridges 2, 2 are extruded and formed parallel to each other at appropriate intervals in the width direction of a continuous strip-shaped metal plate 10.
A first step of punching out a plurality of longitudinal holes 14 between them to form a punched plate A that connects to the strip metal plate 10 with small connecting pieces 15; The second step is to pre-bend the entire body into a waveform shown by the broken line in FIG. They are brought into contact with each other with a gap L between them, and through a third process of bending into an occluded cylindrical shape, the connecting piece 15 is cut off to form a single piece C having an occluded cylindrical shape.

上記第1工程乃至第3工程中の任意の工程、例
えば第1工程において打抜き孔14により形成さ
れる複数個の支持片3の中央部を第5図lで示す
ように筒体外方向に僅かに押圧屈曲させる。この
工程は第2工程或いは第3工程で行なつても良
い。
In any step among the first to third steps, for example, in the first step, the center portions of the plurality of support pieces 3 formed by the punched holes 14 are slightly moved toward the outside of the cylindrical body as shown in FIG. Press and bend. This step may be performed in the second step or the third step.

次に単体となつた欠円筒状体Cを第5図で示す
ように加圧機Pにより筒体の長さ方向に加圧する
と、支持片3は中央部を僅かにlだけ押圧掘曲さ
れた外方向に屈曲膨出し、その膨出度は加圧機P
の加圧ストロークによつて自由に調整できる。
Next, as shown in Fig. 5, the single piece C is pressurized in the longitudinal direction of the cylinder by the pressurizer P, and the support piece 3 is pressed down by a slight amount l in the center. It bends and bulges outward, and the degree of bulge is determined by the pressure machine P.
Can be freely adjusted by applying pressure stroke.

<発明の効果> 以上の様に本発明によれば1枚の板金により形
成され、、溶接または鋲止め部分がないため、強
度が大で連続加工による流れ作業で均一な製品が
大量生産で安価に供給され、特に欠円筒単体Cの
支持片3中央部は、僅少な加圧lにより、屈曲方
向が方向付けられているので単純な加圧操作によ
り、任意に屈曲膨出させることができ、支持片3
の膨出度も加圧ストロークで自由に調整できるた
め、製品寸法の相違がある範囲内では第1乃至第
3工程に使用する型を共用できる効果もある。ま
た使用に際しても支持片3の膨出により、打抜き
孔14の中央部の幅が大きく拡大され、充填する
コンクリートが支持片内に流入し易くなり、挿通
した鉄筋またはワイヤを完全に包被し、空隙のな
い強力な埋設アンカーを形成することができる。
<Effects of the Invention> As described above, according to the present invention, since it is formed from a single sheet metal and there are no welded or riveted parts, it is possible to mass-produce a uniform product with high strength and continuous processing at a low cost. In particular, the central part of the supporting piece 3 of the single cylinder C can be bent and expanded as desired by a simple pressurizing operation, since the bending direction is oriented by a slight pressure l. Support piece 3
Since the degree of expansion can be freely adjusted by the pressurizing stroke, there is also the effect that the molds used in the first to third steps can be shared within a range where the product dimensions are different. In addition, during use, due to the expansion of the support piece 3, the width of the central part of the punched hole 14 is greatly expanded, making it easier for the filling concrete to flow into the support piece, completely covering the inserted reinforcing bar or wire, A strong buried anchor with no voids can be formed.

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

第1図は本発明に係るアンカーの平面図、第2
図は第1図A―A縦断正面図、第3図は製造法の
工程を示す平面図、第4図はその側面図、第5図
は加圧状態の正面図、第6図は本発明に係るスペ
ーサの使用状態の説明図である。 1…挿通口、2…補強突条、3…支持片、10
…帯状金属板、14…打抜き孔、5…連繋片、A
…打抜き金属板、B…予備屈曲板、C…欠円筒単
体。
FIG. 1 is a plan view of the anchor according to the present invention, FIG.
The figures are Fig. 1 AA longitudinal front view, Fig. 3 a plan view showing the manufacturing process, Fig. 4 a side view thereof, Fig. 5 a front view in a pressurized state, and Fig. 6 the present invention. It is an explanatory view of the use state of the spacer concerning this. DESCRIPTION OF SYMBOLS 1...Insertion port, 2...Reinforcement protrusion, 3...Support piece, 10
...Band-shaped metal plate, 14...Punching hole, 5...Connecting piece, A
...Punched metal plate, B...Pre-bent plate, C...Cut cylinder unit.

Claims (1)

【特許請求の範囲】 1 金属板を欠円筒状に巻回した上下両端の挿通
口に沿い、円周方向の補強突条を圧出形成し、両
挿通口を連結する複数個の支持片の中央部を筒体
の外方向に屈曲膨出させた1枚の金属板からなる
ことを特徴とする埋設アンカーのスペーサ。 2 連続した帯状金属板の長さ方向に適当な間隔
を存して幅方向に平行の補強用突条を圧出形成す
ると共に、上記平行の補強用突条間に形成した複
数個の長さ方向の打抜き孔により複数個の支持片
を形成した金属板を、僅少な連繋片を残して帯状
金属板に連続させておく第1工程と、上記第1工
程を終えた打抜き金属板の両側部を挿通口の半径
と合致する曲面に予備屈曲する第2工程と、第2
工程を終えた打抜き金属板の両側間に適当幅の間
隙を有する欠円筒状に屈曲巻回する第3工程を経
て、前記連繋片を切り落として欠円筒の単体と
し、上記第1工程乃至第3工程中の任意の工程中
において前記打抜き孔間に形成された複数個の支
持片の中央部を、欠円筒の外方向に僅かに押出し
て屈曲させ、次に上記単体の両端を上下方向に加
圧して支持片の中央部を筒体の外方向に屈曲膨出
させることを特徴とする埋設アンカー用スペーサ
の製造法。
[Scope of Claims] 1 A metal plate is wound into a hollow cylindrical shape, and circumferential reinforcement protrusions are extruded along the insertion holes at both the upper and lower ends, and a plurality of support pieces connecting the insertion holes are formed. A spacer for a buried anchor, characterized in that it is made of a single metal plate whose central portion is bent and bulged outward from a cylindrical body. 2 Reinforcing ridges parallel to the width direction are formed by extrusion at appropriate intervals in the length direction of a continuous metal strip, and a plurality of lengths are formed between the parallel reinforcing ridges. A first step in which a metal plate in which a plurality of supporting pieces are formed by punching holes in different directions is connected to a band-shaped metal plate leaving a few connecting pieces; and both sides of the punched metal plate after the first step. a second step of pre-bending the material into a curved surface that matches the radius of the insertion opening;
After completing the process, the punched metal plate undergoes a third step of being bent and wound into a hollow cylinder shape with a gap of an appropriate width between both sides, and then the connecting piece is cut off to form a single hollow cylinder. During any step in the process, the center portions of the plurality of support pieces formed between the punched holes are slightly pushed out to the outside of the hollow cylinder to bend them, and then both ends of the single piece are applied in the vertical direction. A method for manufacturing a spacer for a buried anchor, which comprises pressing the support piece to bend and bulge the center part of the support piece outward from the cylinder.
JP17992084A 1984-08-29 1984-08-29 Spacer for burying anchor and manufacture thereof Granted JPS6157719A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17992084A JPS6157719A (en) 1984-08-29 1984-08-29 Spacer for burying anchor and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17992084A JPS6157719A (en) 1984-08-29 1984-08-29 Spacer for burying anchor and manufacture thereof

Publications (2)

Publication Number Publication Date
JPS6157719A JPS6157719A (en) 1986-03-24
JPS64537B2 true JPS64537B2 (en) 1989-01-06

Family

ID=16074229

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17992084A Granted JPS6157719A (en) 1984-08-29 1984-08-29 Spacer for burying anchor and manufacture thereof

Country Status (1)

Country Link
JP (1) JPS6157719A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4525990B2 (en) * 1998-11-24 2010-08-18 岡部株式会社 Self-drilling lock bolt coupler
JP4771497B2 (en) * 2005-07-25 2011-09-14 岡部株式会社 Anchor installation method using double pipe drilling device and anchor spacer used in the anchor installation method

Also Published As

Publication number Publication date
JPS6157719A (en) 1986-03-24

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Legal Events

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