JPH073948A - Reinforcement intersecting point bonding method - Google Patents

Reinforcement intersecting point bonding method

Info

Publication number
JPH073948A
JPH073948A JP24554692A JP24554692A JPH073948A JP H073948 A JPH073948 A JP H073948A JP 24554692 A JP24554692 A JP 24554692A JP 24554692 A JP24554692 A JP 24554692A JP H073948 A JPH073948 A JP H073948A
Authority
JP
Japan
Prior art keywords
synthetic resin
axial
rebar
spiral
intersection
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
JP24554692A
Other languages
Japanese (ja)
Other versions
JPH0823189B2 (en
Inventor
Kunihiro Haseyama
国広 長谷山
Shige Saito
樹 斉藤
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.)
RIZUMU KOKI KK
Hiraoka Metal Industrial Co Ltd
Original Assignee
RIZUMU KOKI KK
Hiraoka Metal Industrial Co 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 RIZUMU KOKI KK, Hiraoka Metal Industrial Co Ltd filed Critical RIZUMU KOKI KK
Priority to JP4245546A priority Critical patent/JPH0823189B2/en
Publication of JPH073948A publication Critical patent/JPH073948A/en
Publication of JPH0823189B2 publication Critical patent/JPH0823189B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Wire Processing (AREA)

Abstract

PURPOSE:To bond the intersecting point of reinforcements simply and firmly by wrapping the intersecting point of reinforcements in fused synthetic resin, and fixing the intersecting point of the reinforcements by the solidification of this synthetic resin. CONSTITUTION:A reinforcing cage 1 is constituted of a group of plural axial reinforcements 2 and a spiral reinforcement 3 wound around the outer periphery of the axial reinforcements 2. Each intersecting point part between the axial reinforcement 2 and the spiral reinforcement 3 is wrapped in fused synthetic resin, and this synthetic resin is solidified to form a bonded body 4. The intersecting point of the reinforcements is firmly fixed by the contracting property of synthetic resin at the solidified time. The intersecting point of the reinforcements is thereby bonded simply and firmly.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋の交点を結合す
る方法と、鉄筋を用いたコンクリート製品用鉄筋篭の製
造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of connecting intersections of reinforcing bars and a method of manufacturing a reinforcing bar basket for concrete products using the reinforcing bars.

【0002】[0002]

【従来の技術】コンクリート製品、特に断面が円形を有
するヒューム管,パイル,ポール等に使用する鉄筋篭
は、直線とよばれる軸筋群とその外周に巻回した螺旋筋
とで構成される円筒形の鉄筋篭が使用されることは周知
のとおりである。
2. Description of the Related Art Reinforcing bar cages used for concrete products, particularly fume pipes, piles, poles, etc., having a circular cross section are cylinders composed of axial bar groups called straight lines and spiral bars wound around their outer circumference. It is well known that shaped rebar cages are used.

【0003】従来軸筋と螺旋筋の交点を結合する方法
は、鉄筋編成機とよばれる抵抗溶接機を用いて電気的に
溶接して結合するか、又は結束線を用いて結束してい
た。
Conventionally, the method of connecting the intersections of the axial muscles and the spiral muscles has been to electrically weld them by using a resistance welding machine called a reinforcing bar knitting machine or to bond them by using a binding wire.

【0004】ところで、ヒューム管,RCパイルの如き
コンクリート製品の中に組込まれる鉄筋篭は、コンクリ
ートを補強するために使用されるので、軸筋自体は外力
が作用したときのみその役割を果たせばよい。
By the way, the reinforcing bar cage incorporated in the concrete products such as the fume pipe and the RC pile is used to reinforce the concrete, so that the axial bar itself should fulfill its role only when an external force acts. .

【0005】これに対してPCパイルやPCポールに使
用される鉄筋篭の軸筋は、軸筋にプレストレスを与え、
コンクリート製品の曲げに対しての耐久度を向上させて
いる。
On the other hand, the axial reinforcement of the rebar cage used for PC piles and PC poles pre-stresses the axial reinforcement,
Improves the durability of concrete products against bending.

【0006】この場合、プレストレスを与える軸筋に
は、螺旋筋を直接溶接できる鉄筋と直接溶接できない鉄
筋がある。前者の螺旋筋を直接溶接できる鉄筋として
は、JIS G3109“PC鋼棒”を用いているが、
この鋼棒は同等品のPC鋼線に比べて価格が高い。後者
の直接溶接できないPC鋼線としてはJIS G353
6“PC鋼線及びPC鋼より線”,JIS G3538
“PC鋼硬線”などが用いられ、これらの鋼線は直接溶
接できる鋼線に対して価格が安いが、鉄筋篭に用いる場
合は螺旋筋とプレストレスを加えない軸筋を用いて鉄筋
篭を製作し、この鉄筋篭にPC鋼線を別途に組込んで鉄
筋篭を形成している。
[0006] In this case, the pre-stressed axial bar includes rebar that can be directly welded to the spiral bar and bar that cannot be directly welded to the spiral bar. JIS G3109 "PC steel bar" is used as the reinforcing bar that can directly weld the former spiral bar,
This steel bar is more expensive than the equivalent PC steel wire. The latter PC steel wire that cannot be directly welded is JIS G353.
6 "PC Steel Wire and PC Steel Strand", JIS G3538
"PC steel hard wire" is used, and these steel wires are cheaper than steel wires that can be directly welded, but when used in a rebar cage, they use a rebar cage and a rebar cage that does not apply prestress. Is manufactured, and a PC steel wire is separately incorporated into this rebar cage to form a rebar cage.

【0007】[0007]

【発明が解決しようとする課題】ところで、直接溶接で
きる鉄筋を用いて鉄筋篭を製作した場合、溶接時の高温
により鉄筋の表面の組織が変化し、脆くなってその部分
から破壊が発生するという問題がある。
By the way, when a rebar cage is manufactured by using a rebar that can be directly welded, the structure of the surface of the rebar changes due to the high temperature during welding, and it becomes brittle and fracture occurs from that part. There's a problem.

【0008】他方、直接溶接できないPC鋼線を用いる
場合、同時に鉄筋篭を製作できないため、螺旋筋とスト
レスをかけない軸筋で形成した鉄筋篭を製作する工程
と、別の場所で所定の長さに切断したPC鉄筋を前述の
鉄筋篭に通す工程と、通したPC鉄筋を螺旋筋とプレス
トレスをかけない軸筋で形成した鉄筋篭に結束線を用い
て固定する工程というように、多数の工程をかけて鉄筋
篭を製作しなければならないという問題がある。
On the other hand, when using a PC steel wire that cannot be directly welded, since the reinforcing bar cage cannot be manufactured at the same time, the step of manufacturing the reinforcing bar cage formed by the spiral bar and the axial bar that does not apply stress and a predetermined length at another place. There are many steps, such as the step of passing the cut PC rebar into the above-mentioned rebar cage, and the step of fixing the passed PC rebar to the rebar cage formed of spiral bars and pre-stressed shaft bars using binding wires. There is a problem that it is necessary to manufacture the rebar cage through the process of.

【0009】また、この種のコンクリート製品では、製
品の表面からプレストレスを与える軸筋までの距離(コ
ンクリートの被りとよんでいる)を正確に得るために、
型枠と軸筋の間にスペーサとよばれる小部品を別工程で
取付けて、この距離を確保しているが、このスペーサの
取付けは、前記した何れの鉄筋篭の場合でも別工程を取
付けなければならないのが現状である。
Further, in this type of concrete product, in order to accurately obtain the distance from the surface of the product to the axial line which gives the prestress (called the concrete cover),
A small part called a spacer is installed between the formwork and the shaft in a separate process to secure this distance.However, this spacer must be installed in a separate process for any of the above-mentioned rebar cages. The current situation is that it must be done.

【0010】また、先に述べた鉄筋篭とは別に、鉄筋の
使用としてメッシュ鉄筋がある。このメッシュ鉄筋は縦
筋、横筋とも直径が2mm位のものから30mmのものまで
あり、用途として工場の土間の補強や簡易舗装の下地に
使用して強度を確保し、直径の大きいメッシュ鉄筋はビ
ルの壁やフロアなどに使用しているが、土木工事では、
縦筋と横筋の交点を溶接することは土木学会で承認され
ていないので、上記交点は前述したように結束線で手間
をかけて結束しているのが現状である。
In addition to the above-mentioned rebar cage, there is a mesh rebar as the use of the rebar. This mesh rebar has vertical and horizontal bars with diameters of around 2 mm to 30 mm, and is used for reinforcement of the soil in factories and as a foundation for simple pavement to ensure strength. Although it is used for the walls and floors of
Since welding at the intersection of the vertical and horizontal lines is not approved by the Japan Society of Civil Engineers, the above-mentioned intersection is currently tied with a binding line as described above.

【0011】そこで、この発明は上記のような問題点を
解決するため、鉄筋の交点を簡単かつ強固に固定化する
ことができ、鉄筋篭やメッシュ鉄筋の製作工程を削減す
ることができる鉄筋の交点結合方法と鉄筋篭の製造方法
を提供することを目的としている。
Therefore, in order to solve the above problems, the present invention can easily and firmly fix the intersections of the reinforcing bars and reduce the manufacturing steps of the reinforcing bar cage and the mesh reinforcing bar. It is an object of the present invention to provide an intersection joining method and a method for manufacturing a rebar cage.

【0012】[0012]

【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、第1の発明は、鉄筋の交点を溶融した合成樹
脂で包み込み、この合成樹脂の固化と固化時の収縮によ
り鉄筋の交点を固定する構成としたものである。
In order to solve the above-mentioned problems, the first invention is to wrap the intersection of reinforcing bars with a molten synthetic resin, and to solidify the synthetic resin and to shrink it at the time of solidification so that the intersection of the reinforcing bars. Is configured to be fixed.

【0013】同第2の発明は、複数本の軸筋群とその外
周に巻回した螺旋筋からなる鉄筋篭において、軸筋と螺
旋筋の交点を溶融した合成樹脂で包み込み、この合成樹
脂の固化と固化時の収縮により軸筋と螺旋筋の交点を固
定する構成を採用したものである。
In the second aspect of the invention, in a rebar cage comprising a plurality of axial bar groups and a spiral bar wound around its outer circumference, the intersection of the axial bar and the spiral bar is wrapped with molten synthetic resin, and the synthetic resin It adopts a configuration in which the intersection of the axial muscle and the spiral muscle is fixed by solidification and contraction during solidification.

【0014】同第3の発明は、複数本の軸筋群とその外
周に巻回した螺旋筋からなる鉄筋篭において、軸筋と螺
旋筋の交点を溶融した合成樹脂で包み込み、この合成樹
脂の固化と固化時の収縮により軸筋と螺旋筋の交点を固
定すると共に、上記合成樹脂でスペーサを一体に成形す
る構成を採用したものである。
In the third aspect of the invention, in a rebar cage consisting of a plurality of axial bar groups and a spiral bar wound around its outer circumference, the intersection of the axial bar and the spiral bar is wrapped with a molten synthetic resin, and the synthetic resin The structure adopts a structure in which the intersection of the axial muscle and the spiral muscle is fixed by solidification and contraction during solidification, and the spacer is integrally molded with the synthetic resin.

【0015】[0015]

【作用】[Action]

第1の発明 交差する鉄筋の交点を溶融した合成樹脂で包み込み、こ
の合成樹脂の固化により交点を固定すれば、合成樹脂の
固化による収縮により交点を強固に固定化できる。
1st invention By wrapping the intersecting points of intersecting reinforcing bars with molten synthetic resin and fixing the intersecting points by solidifying the synthetic resin, the intersecting points can be firmly fixed by contraction due to solidification of the synthetic resin.

【0016】第2の発明 複数本の軸筋群と螺旋筋の交点を溶融した合成樹脂で包
み込み、この合成樹脂の固化により交点を固定すれば、
プレストレスを与える軸筋と螺旋筋を同時に加工するこ
とができ、鉄筋篭の製造工程が削減できる。
Second invention If the intersection of a plurality of axial muscle groups and the spiral muscle is wrapped with molten synthetic resin and the intersection is fixed by solidification of this synthetic resin,
The pre-stressed axial bar and spiral bar can be processed at the same time, and the manufacturing process of the rebar cage can be reduced.

【0017】第3の発明 複数本の軸筋群と螺旋筋の交点を溶融した合成樹脂で包
み込み、この合成樹脂の固化により交点を固定すると共
に、合成樹脂でスペーサを一体に成形すれば、交点の固
定とスペーサの取付けが同時に行なえる。
Third invention: The intersection of a plurality of axial muscle groups and the spiral muscle is wrapped with molten synthetic resin, and the intersection is fixed by solidifying the synthetic resin, and the spacer is integrally molded with the synthetic resin. Can be fixed and the spacer can be attached at the same time.

【0018】[0018]

【実施例】以下、この発明の実施例を添付図面に基づい
て説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0019】図1乃至図5は、鉄筋の交点結合方法を鉄
筋篭の形成に採用した例を示している。
FIG. 1 to FIG. 5 show an example in which the method of connecting the intersections of the reinforcing bars is adopted for forming the reinforcing bar cage.

【0020】同図において、鉄筋篭1は複数本の軸筋2
群とその外周に巻回した螺旋筋3とからなり、軸筋2と
螺旋筋3の交点が合成樹脂の結合体4によって固定化さ
れている。
In FIG. 1, a rebar cage 1 is composed of a plurality of axial reinforcements 2.
It is composed of a group and a spiral muscle 3 wound around the outer periphery of the group, and an intersection of the axial muscle 2 and the spiral muscle 3 is fixed by a synthetic resin bonded body 4.

【0021】上記結合体4による交点の結合方法は、図
3(A)と(B)に示すように、軸筋2と螺旋筋3の交
点部分を溶融した合成樹脂で包み込み、この合成樹脂を
固化させることにより、合成樹脂が固化するとき収縮す
る性質を利用して交点を強固に固定化する。
As shown in FIGS. 3 (A) and 3 (B), the method of connecting the intersections by the above-mentioned connecting body 4 encloses the intersections of the axial muscles 2 and the spiral muscles 3 with molten synthetic resin, and this synthetic resin is used. By solidifying, the intersection is firmly fixed by utilizing the property that the synthetic resin shrinks when solidifying.

【0022】この結合体4の成形は、例えば、軸筋2と
螺旋筋3の交点を覆う内部中空の金型を用い、この金型
内に溶融した合成樹脂を注入して固化させればよく、所
望形状の結合体4が得られる。
For forming the combined body 4, for example, an internal hollow metal mold for covering the intersection of the axial bar 2 and the spiral bar 3 is used, and molten synthetic resin is injected into the metal mold to be solidified. A combined body 4 having a desired shape can be obtained.

【0023】鉄筋篭1において、軸筋2と螺旋筋3の交
点は、全交点を固定してもよいが、すべての交点を固定
する必要はなく、例えば螺旋筋3の1周に1乃至2個所
の配置で固定すればよい。
In the rebar cage 1, all the intersections of the axial muscle 2 and the spiral muscle 3 may be fixed, but it is not necessary to fix all the intersections, for example, 1 to 2 per revolution of the spiral muscle 3. It may be fixed at the location.

【0024】なぜならば、軸筋2と螺旋筋3を固定する
目的が、1つには鉄筋篭1を製造する場所から型枠にセ
ットするまで搬送しやすく形崩れさせないこと、2つに
は螺旋筋3の巻き付け位置を維持させる等であり、従っ
てこの目的を達成できる程度に固定点を選べばよい。
The purpose of fixing the axial bar 2 and the spiral bar 3 is that one is that the reinforcing bar cage 1 is easy to transport from the place where it is manufactured to the one that is set in the formwork so that it does not lose its shape. For example, the winding position of the muscle 3 is maintained, and therefore, the fixing point may be selected so that this purpose can be achieved.

【0025】図4(A)と(B)は、結合体4を形成す
る合成樹脂の成形の自由度を利用してスペーサ部5を一
体に同時成形した例を示し、このスペーサ部5は鉄筋篭
1の外側に向けて軸状に突出し、コンクリート製品aの
表面から軸筋2の間に所定の距離Lを確保することにな
る。
4 (A) and 4 (B) show an example in which the spacer portion 5 is integrally formed at the same time by utilizing the degree of freedom of the molding of the synthetic resin forming the combined body 4. The spacer portion 5 is a reinforcing bar. It projects axially toward the outside of the basket 1 and secures a predetermined distance L between the surface of the concrete product a and the axial line 2.

【0026】鉄筋篭1において、スペーサ部5を有する
結合体4の配置は、螺旋筋3の数周あるいは数10周に
1個所の割合で、図2の如く、円周方向に均等に配列さ
れるようにすればよい。
In the rebar cage 1, the joints 4 having the spacer portions 5 are arranged at a ratio of one in several turns or several tens of turns of the spiral bar 3 and are evenly arranged in the circumferential direction as shown in FIG. You should do so.

【0027】図5は、ヒューム管でも内径が1000mm
を超える大きいサイズのヒューム管に使用する2重鉄筋
篭1aを示し、内側鉄筋篭6と外側鉄筋篭7を鉄筋編成
機によって形成すると共に、内外鉄筋篭6,7において
軸筋2と螺旋筋3を結合する結合体4,4と間隔保持用
のタイバー8を一体成形すれば、2重鉄筋篭1aの同時
成形が可能になる。
FIG. 5 shows that the fume tube has an inner diameter of 1000 mm.
Shows a double rebar cage 1a for use in large-sized fume pipes that exceed the maximum size, and an inner rebar cage 6 and an outer rebar cage 7 are formed by a rebar knitting machine, and in the inner and outer rebar cages 6 and 7, the axial bar 2 and the spiral bar 3 are shown. By integrally forming the connecting bodies 4 and 4 for connecting the tie bars 8 and the tie bar 8 for maintaining the interval, the double rebar cage 1a can be simultaneously formed.

【0028】次に、図6はメッシュ鉄筋9を示し、縦筋
10と横筋11の交点を、図3(A)と(B)で示した
と同様に合成樹脂の結合体4で固定化して組立ててい
る。
Next, FIG. 6 shows a mesh rebar 9, in which the intersection of the vertical bar 10 and the horizontal bar 11 is fixed by the synthetic resin bonded body 4 in the same manner as shown in FIGS. 3A and 3B and assembled. ing.

【0029】なお、何れの例においても結合体4の形成
に用いる合成樹脂は、熱可塑性で固化後に十分な強度を
有するものであれば材質を問わない。
In any of the examples, the synthetic resin used for forming the combined body 4 may be made of any material as long as it is thermoplastic and has sufficient strength after solidification.

【0030】[0030]

【発明の効果】以上のように、この発明によると、上記
のような構成であるので以下に示す効果がある。
As described above, according to the present invention, since it is configured as described above, the following effects are obtained.

【0031】第1の発明 鉄筋の交点を溶融した合成樹脂で包み込み、この合成樹
脂の固化によって交点を固定するようにしたので、鉄筋
の交点を簡単かつ強固に結合することができ、鉄筋を使
用した鉄筋篭やメッシュ鉄筋の製造が能率よく行なえ
る。
First invention Since the intersection of the reinforcing bars is wrapped in molten synthetic resin and the intersection is fixed by the solidification of the synthetic resin, the intersection of the reinforcing bars can be easily and firmly connected, and the reinforcing bars are used. The rebar cage and mesh rebar can be manufactured efficiently.

【0032】第2の発明 軸筋と螺旋筋の交点を溶融合成樹脂で包み込み、この合
成樹脂の固化によって交点を結合するようにしたので、
鉄筋篭において溶接が不要となりプレストレスを与える
軸筋に組織変化を与えることがなく、軸筋に直接溶接で
きないPC鋼線を使用して鉄筋篭の同時製作が可能にな
り、鉄筋の価格を抑え、工程の削減とによって鉄筋篭の
製作コストを低減することができる。
Second invention Since the intersection of the axial muscle and the spiral muscle is wrapped with a molten synthetic resin, the intersection is joined by solidification of the synthetic resin.
Pre-stressing is not required in the rebar cage and no structural changes occur in the rebar cage. PC steel wire that cannot be welded directly to the rebar cage can be used to simultaneously manufacture rebar cages, reducing the cost of rebar. By reducing the number of steps, the manufacturing cost of the rebar cage can be reduced.

【0033】第3の発明 軸筋と螺旋筋の交点を溶融合成樹脂で包み込み、この合
成樹脂の固化によって交点を結合すると共に、この合成
樹脂でスペーサを一体に成形したので鉄筋篭における軸
筋と螺旋筋の結合と同時にスペーサの取付けが可能にな
り、スペーサを別途取付ける工程が不要になる。
Third invention: The intersection of the axial muscle and the spiral muscle is wrapped with a molten synthetic resin, the intersection is joined by solidification of the synthetic resin, and the spacer is integrally molded with this synthetic resin, so that Since the spacer can be attached at the same time when the spiral muscles are connected, the step of separately attaching the spacer is unnecessary.

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

【図1】この発明の交点結合方法を用いた鉄筋篭の斜視
図である。
FIG. 1 is a perspective view of a reinforcing bar basket using the intersection joining method of the present invention.

【図2】同上の縦断側面図である。FIG. 2 is a vertical sectional side view of the above.

【図3】(A)は軸筋と螺旋筋の交点結合部分を示す拡
大断面図、(B)は同側面図である。
FIG. 3A is an enlarged cross-sectional view showing an intersection connecting portion of an axial muscle and a spiral muscle, and FIG. 3B is a side view of the same.

【図4】(A)は結合部分にスペーサを一体成形した拡
大断面図、(B)は同縦断側面図である。
FIG. 4A is an enlarged cross-sectional view in which a spacer is integrally molded in a coupling portion, and FIG. 4B is a vertical cross-sectional side view of the same.

【図5】二重鉄筋篭の例を示す縦断面図である。FIG. 5 is a vertical cross-sectional view showing an example of a double rebar cage.

【図6】メッシュ鉄筋の例を示す斜視図である。FIG. 6 is a perspective view showing an example of a mesh reinforcing bar.

【符号の説明】[Explanation of symbols]

1 鉄筋篭 2 軸筋 3 螺旋筋 4 結合体 5 スペーサ 9 メッシュ鉄筋 10 縦筋 11 横筋 1 Reinforcing bar cage 2 Axial muscle 3 Spiral muscle 4 Combined body 5 Spacer 9 Mesh rebar 10 Longitudinal muscle 11 Transverse muscle

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋の交点を溶融した合成樹脂で包み込
み、この合成樹脂の固化により鉄筋の交点を固定するこ
とを特徴とする鉄筋の交点結合方法。
1. A method for connecting rebar intersections, characterized in that the intersections of the rebars are wrapped in molten synthetic resin and the intersections of the rebars are fixed by solidification of the synthetic resin.
【請求項2】 複数本の軸筋群とその外周に巻回した螺
旋筋からなる鉄筋篭において、軸筋と螺旋筋の交点を溶
融した合成樹脂で包み込み、この合成樹脂の固化により
軸筋と螺旋筋の交点を固定することを特徴とする鉄筋篭
の製造方法。
2. In a rebar basket comprising a plurality of axial muscle groups and spiral muscles wound around the periphery thereof, the intersection of the axial muscles and the spiral muscles is wrapped with molten synthetic resin, and the synthetic resin solidifies to form the axial muscles. A method for manufacturing a rebar cage, which comprises fixing the intersection of spirals.
【請求項3】 複数本の軸筋群とその外周に巻回した螺
旋筋からなる鉄筋篭において、軸筋と螺旋筋の交点を溶
融した合成樹脂で包み込み、この合成樹脂の固化により
軸筋と螺旋筋の交点を固定すると共に、上記合成樹脂で
スペーサを一体に成形することを特徴とする鉄筋篭の製
造方法。
3. In a rebar basket comprising a plurality of axial muscle groups and spiral muscles wound around the periphery thereof, the intersection of the axial muscles and the spiral muscles is wrapped with molten synthetic resin, and the synthetic resin solidifies to form the axial muscles. A method for manufacturing a reinforcing bar basket, which comprises fixing a cross point of spirals and integrally molding a spacer with the synthetic resin.
JP4245546A 1992-08-21 1992-08-21 Reinforcing bar intersection connection method Expired - Lifetime JPH0823189B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4245546A JPH0823189B2 (en) 1992-08-21 1992-08-21 Reinforcing bar intersection connection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4245546A JPH0823189B2 (en) 1992-08-21 1992-08-21 Reinforcing bar intersection connection method

Publications (2)

Publication Number Publication Date
JPH073948A true JPH073948A (en) 1995-01-06
JPH0823189B2 JPH0823189B2 (en) 1996-03-06

Family

ID=17135312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4245546A Expired - Lifetime JPH0823189B2 (en) 1992-08-21 1992-08-21 Reinforcing bar intersection connection method

Country Status (1)

Country Link
JP (1) JPH0823189B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116572383A (en) * 2023-05-10 2023-08-11 武汉大学 PCCP pipe using longitudinal steel wire to control the influence range of broken wire and its manufacturing method
CN117183425A (en) * 2023-07-31 2023-12-08 保利长大工程有限公司 A thermoplastic FRP cage and its preparation method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU740795B2 (en) 1997-05-23 2001-11-15 Procter & Gamble Company, The Three-dimensional structures useful as cleaning sheets

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54146424A (en) * 1978-05-08 1979-11-15 Kyoei Steel Ltd Method of joining reinforcing rods

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54146424A (en) * 1978-05-08 1979-11-15 Kyoei Steel Ltd Method of joining reinforcing rods

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116572383A (en) * 2023-05-10 2023-08-11 武汉大学 PCCP pipe using longitudinal steel wire to control the influence range of broken wire and its manufacturing method
CN117183425A (en) * 2023-07-31 2023-12-08 保利长大工程有限公司 A thermoplastic FRP cage and its preparation method

Also Published As

Publication number Publication date
JPH0823189B2 (en) 1996-03-06

Similar Documents

Publication Publication Date Title
JPH11152745A (en) Construction of on-site development pile
JPH073948A (en) Reinforcement intersecting point bonding method
KR101636225B1 (en) Lateral stiffness reinforced internal reinforced concrete ICP file and its construction method
CN215907200U (en) Positioning device for column reinforcing steel bar
JPH0432903B2 (en)
JP2011069057A (en) Prefabricated concrete pile
JPH1121915A (en) Pile head joining method
JP7271454B2 (en) hybrid beam structure
JP3038298B2 (en) High strength structure
JP2004076362A (en) Joint structure of structural steel and method of forming joint
JP4505249B2 (en) Reinforced concrete member joining structure and method for joining reinforced concrete members
JP5258104B2 (en) Reinforced concrete pile
US3882905A (en) Reinforcing cage
JP4243889B2 (en) Synthetic pipe
JPS6233380B2 (en)
JPS621923A (en) Concrete pile and its manufacture
JP7271453B2 (en) hybrid beam structure
JP2001182078A (en) Connection structure of pile and pile
JP3419506B2 (en) Steel cage
JPS6312190Y2 (en)
JP4383975B2 (en) Method for manufacturing bar-shaped concrete structure, and bar-shaped concrete structure
JPH04120340A (en) Concrete columnar body and its centrifugal force forming method
JP3864236B2 (en) Reinforcing bar composition and its pre-assembly processing method
JP3133966B2 (en) Law
JPH07107303B2 (en) Hollow precast concrete pillar material with core material