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JP4469490B2 - Reinforcing bar joint structure and joining method - Google Patents
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JP4469490B2 - Reinforcing bar joint structure and joining method - Google Patents

Reinforcing bar joint structure and joining method Download PDF

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Publication number
JP4469490B2
JP4469490B2 JP2000373729A JP2000373729A JP4469490B2 JP 4469490 B2 JP4469490 B2 JP 4469490B2 JP 2000373729 A JP2000373729 A JP 2000373729A JP 2000373729 A JP2000373729 A JP 2000373729A JP 4469490 B2 JP4469490 B2 JP 4469490B2
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Japan
Prior art keywords
reinforcing bars
sheet
resin
joints
woven fabric
Prior art date
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Expired - Fee Related
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JP2000373729A
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Japanese (ja)
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JP2002174001A (en
Inventor
規和 浅井
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トヨタT&S建設株式会社
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Priority to JP2000373729A priority Critical patent/JP4469490B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は鉄筋の接合構造と接合方法に関する。
【0002】
【従来の技術】
従来、鉄筋コンクリート構造に使用される鉄筋の端部同士を接合する方法として、図7に示すように、金属製のスリーブ101内に接合する鉄筋102,103を挿入するとともに該スリーブ101内にグラウトモルタルを注入する方法がある。
【0003】
また、図8に示すような鉄筋102,103の接合部104を突き合わせ溶接する方法及びガスの火炎によって端部を熱し圧着せしめる方法や、図9に示すような鉄筋102,103の重ね部を溶着金属Wで溶接する方法も知られている。
【0004】
【発明が解決しようとする課題】
前記従来のスリーブ101とグラウトモルタルで接合する方法においては、そのグラウトモルタルの硬化に長時間を要することから、その接合鉄筋102,103を長時間動かすことができず、隣接する鉄筋の組み立てなどの処理には注意を要する問題があった。
【0005】
また、前記の溶接方法においては、鉄筋相互が込み入った狭い場所での溶接や風の強い屋外での溶接の場合、その溶接の強度等のバラツキが生じる問題がある。また、近年においては溶接工も少なく、人員確保に苦労を要する。
【0006】
更に、前記スリーブ101はその直径が大きく、また、前記の溶接では圧接コブや重ね代の凸部が生じ、鉄筋が込み入って配置される場合には、スリーブ101や溶接部において、これらと隣接する鉄筋間が狭くなり、コンクリートの強度上の問題も生じる。
【0007】
そこで本発明は、前記の問題を解決する鉄筋の接合構造と接合方法を提供することを目的とするものである。
【0008】
【課題を解決するための手段】
前記の課題を解決するために、請求項1記載の第1の発明は、編物又は織物又は不織布で形成された包帯状のシートが、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に配置され、かつ、該シートが樹脂により鉄筋に接着されていることを特徴とする鉄筋の接合構造である。
請求項記載の第の発明は、編物又は織物又は不織布で形成された2枚のシートが、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するよう配置され、かつ、該シートが樹脂により鉄筋に接着されていることを特徴とする鉄筋の接合構造である。
【0010】
請求項記載の第の発明は、編物又は織物又は不織布で形成した包帯状のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に配置するとともに該シートに未硬化状態の樹脂を含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
【0011】
請求項記載の第の発明は、編物又は織物又は不織布で形成した包帯状のシートに未硬化状態の樹脂を含浸させ、その樹脂の未硬化状態でそのシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に巻き付けて鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
【0012】
請求項記載の第の発明は、編物又は織物又は不織布で形成した包帯状のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に巻き付けて配置し、その後に未硬化状態の樹脂を前記シートに含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
【0013】
請求項記載の第の発明は、編物又は織物又は不織布で形成した2枚のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように配置するとともに該シートに未硬化状態の樹脂を含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
請求項記載の第の発明は、編物又は織物又は不織布で形成した2枚のシートに未硬化状態の樹脂を含浸させ、その樹脂の未硬化状態でそのシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
請求項記載の第の発明は、編物又は織物又は不織布で形成した2枚のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように配置し、その後に未硬化状態の樹脂を前記シートに含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法である。
【0014】
【発明の実施の形態】
図1乃至図6に示す実施例について説明する。
【0015】
図1は第1実施例を示す。
【0016】
図1において、1と2は接合する鉄筋を示す。この鉄筋1,2は異形鉄筋などが用いられる。3は接合用のシートで、高強度繊維を細かいメッシュ状に編んだものや織ったもの、或いは高強度繊維からなる不織布などで形成されている。ここで、高強度繊維とは、高機能繊維の内で軽量で強度が高い材料からなる繊維であり、例えば炭素繊維、アラミド繊維(例えば商品名ケプラーや商品名テクノーラ(登録商標))、ビニロン繊維などである。そして、このシートとして幅の広い1枚のシート3を用い、これに未硬化状態の液状の樹脂4を含浸させる。この樹脂4としては、接着性、硬化性を有する樹脂を使用するもので、例えば熱硬化性或いは光硬化性のエポキシ樹脂などを使用する。
【0017】
次に前記シート3を、前記含浸させた樹脂が未硬化状態のうちに、接合すべき両鉄筋1,2の夫々の接合部にわたって、その接合部を包むように両鉄筋1,2に巻き付けて密着させる。
【0018】
このシート3の巻き付け後、外気温或いは外光により樹脂4が硬化し、そのシート3が両鉄筋1,2に接着して両鉄筋1,2が接合される。
【0019】
なお、前記のシート3自体を先ず両鉄筋1,2の接合部間にわたって巻き付けた後に、このシート3に未硬化状態の前記の樹脂4を含浸させ、その樹脂4の硬化により両鉄筋1,2を接合するようにしてもよい。
【0020】
図2は第2実施例を示す。
【0021】
本第2実施例は、前記のシート3と同様の材料で形成した幅の狭い包帯のようなシート3Aを使用し、これを両鉄筋1,2の接合部にわたって図2に示すように、包帯を巻くようにして巻き付けたものである。また、このシート3Aには、前記第1実施例と同様に、前記と同様の樹脂4を、シート3の巻き付け前か或いは巻き付け後に含浸させて、前記第1実施例と同様にシート3Aを両鉄筋1,2に密着させる。この第2実施例においても樹脂4の硬化により両鉄筋1,2が接合される。
【0022】
図3は第3実施例を示す。
【0023】
本第3実施例は、前記シート3と同様の材料で形成した2枚のシート3B,3Cを、両鉄筋1,2を挟持するように張り合わせたものである。また、この2枚のシート3B,3Cには、前記第1実施例と同様に、前記と同様の樹脂4を、シート3B,3Cの張り合わせ前か或いは張り合わせ後に含浸させてシート3B,3Cを両鉄筋1,2に密着させる。この第3実施例においては、樹脂4の硬化により、2枚のシート3B,3Cが相互に接着するとともに2枚のシート3B,3Cによって両鉄筋1,2が接合される。
【0024】
前記各実施例において、そのシート3,3A,3B,3Cの繊維の配列方向は、鉄筋の軸方向と、該軸方向と直交する方向に配列してもよく、また、鉄筋の軸方向に対して傾斜する方向に配列してもよい。
【0025】
なお、鉄筋の接合形式としては、図4に示す直線状や図5に示すT字状や図6に示す十字状のものがあるが、これらの形式においても前記のシート3,3A,3B,3Cと樹脂4を用いて夫々の鉄筋1,2,5,6を接合することができる。このようなT字状や十字状の場合には、前記の包帯状のシート3Aが巻き付けやすい。
【0026】
また、本発明は、プレキャストコンクリート部材における鉄筋同士の接合及び現場打ちコンクリート造における鉄筋同士の接合に使用することができるものである。
【0027】
【発明の効果】
以上のようであるから、本発明によれば、未硬化の樹脂を含浸したシートを鉄筋の接合部に、これを包むように密着させるか、或いはシートを鉄筋の接合部を包むように配置した後にこのシートに未硬化の樹脂を含浸させてそのシートを鉄筋の接合部に密着する作業で、その後の樹脂の硬化により鉄筋同士が接合されるため、次のような効果を発揮できる。
【0028】
▲1▼特殊な技能である溶接を使用しないので、この鉄筋の接合時に溶接工が不要となり、急な接合作業を要する場合でも溶接工以外の者で対処することができる。
【0029】
▲2▼狭い場所や風の強い場所での接合でも、溶接に比べて接合強度のバラツキが生じない。
【0030】
▲3▼樹脂の硬化が、従来のスリーブ接合のグラウトモルタルに比べて早くなり、隣接する鉄筋の組み立てなどの処理が容易になる。
【0031】
▲4▼接合材がシート状であるため、従来の溶接方法にみられる圧接コブや重ね代の凸部及びスリーブ接合にみられるスリーブに比べて接合部が薄くなり、配筋作業が容易になる。
【0032】
▲5▼シートは軽く取り扱いが容易であるため、その運搬、保管、施工が容易になる。
【図面の簡単な説明】
【図1】本発明の第1実施例を示す斜視図。
【図2】本発明の第2実施例を示す斜視図。
【図3】本発明の第3実施例を示す斜視図。
【図4】鉄筋を直線状に接合する形式に本発明を適用した正面図。
【図5】鉄筋をT字状に接合する形式に本発明を適用した正面図。
【図6】鉄筋を十字状に接合する形式に本発明を適用した正面図。
【図7】従来のスリーブによる鉄筋の接合を示す断面図。
【図8】従来の突き合わせ溶接又はガス圧接による鉄筋の接合を示す正面図。
【図9】従来の重ね合わせ溶接による鉄筋の接合を示す正面図。
【符号の説明】
1,2 鉄筋
3 シート
4 樹脂
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joining structure and joining method for reinforcing bars.
[0002]
[Prior art]
Conventionally, as a method of joining ends of reinforcing bars used in a reinforced concrete structure, reinforcing bars 102 and 103 to be joined are inserted into a metal sleeve 101 and grout mortar is inserted into the sleeve 101 as shown in FIG. There is a way to inject.
[0003]
Also, a method of butt welding the joints 104 of the rebars 102 and 103 as shown in FIG. 8, a method of heating and crimping the ends with a gas flame, and a welded portion of the rebars 102 and 103 as shown in FIG. A method of welding with metal W is also known.
[0004]
[Problems to be solved by the invention]
In the conventional method of joining the sleeve 101 to the grout mortar, since it takes a long time to harden the grout mortar, the joining rebars 102 and 103 cannot be moved for a long time. There was a problem requiring attention in processing.
[0005]
Further, in the above-described welding method, there is a problem that variations in welding strength and the like occur in the case of welding in a narrow place where rebars are intricate or welding outdoors in a strong wind. Also, in recent years, there are few welders, and it is difficult to secure personnel.
[0006]
Further, the sleeve 101 has a large diameter, and in the welding described above, pressure welding bumps and overlapping projections are generated, and when the reinforcing bars are arranged in a complicated manner, they are adjacent to each other in the sleeve 101 or the welding portion. The space between the rebars becomes narrow, and there is a problem with the strength of the concrete.
[0007]
Therefore, an object of the present invention is to provide a reinforcing bar joining structure and a joining method that solve the above-mentioned problems.
[0008]
[Means for Solving the Problems]
In order to solve the above problems, a first invention according to claim 1, knitted material or woven or bandage-like sheet formed of a nonwoven fabric, the joint over the junction of each of the plurality of reinforcing bars to be joined The reinforcing bar joining structure is characterized in that the reinforcing bars are spirally arranged so as to wrap the reinforcing bars and the sheet is bonded to the reinforcing bars by a resin.
2nd invention of Claim 2 is arrange | positioned so that the sheet | seat of the 2nd sheet | seat formed of the knitted fabric, the woven fabric, or the nonwoven fabric may sandwich the rebar of the joint part over each joint part of the some rebar to be joined, And it is the joining structure of the reinforcing bar characterized by the sheet | seat being adhere | attached on the reinforcing bar with resin.
[0010]
A third invention according to claim 3, placing the dressing-like sheet formed by knitted or woven or nonwoven fabric, a helically wrap the reinforcement of the joint over the junction of each of the plurality of reinforcing bars to be joined The sheet is impregnated with an uncured resin, the sheet is brought into close contact with the reinforcing bar, and then the resin is cured.
[0011]
A fourth invention according to claim 4, impregnated with uncured resin bandage-like sheet formed by knitted or woven or nonwoven, its seat in the uncured state of the resin, a plurality of reinforcing bars to be joined It is a method for joining reinforcing bars, characterized in that it is spirally wound so as to wrap the reinforcing bars of the joints over the respective joints, and is closely attached to the reinforcing bars, and then the resin is cured.
[0012]
A fifth invention of the fifth aspect, a dressing-like sheet formed by knitted or woven or non-woven, wound in helically wrap the reinforcement of the joint over the junction of each of the plurality of reinforcing bars to be joined It is a method for joining reinforcing bars, which is characterized by placing the sheet, impregnating the sheet with an uncured resin thereafter, bringing the sheet into close contact with the reinforcing bar, and then curing the resin.
[0013]
Sixth invention described in claim 6, the two sheets formed by the knitted or woven or nonwoven, as well as arranged so as to sandwich the reinforcing bar of the joint over the junction of each of the plurality of reinforcing bars to be joined A method for joining reinforcing bars, comprising impregnating an uncured resin in the sheet, bringing the sheet into close contact with the reinforcing bar, and then curing the resin.
Seventh invention is according to claim 7, impregnated with an unhardened resin on the two sheets formed by the knitted or woven or nonwoven, its seat in the uncured state of the resin, a plurality of reinforcing bars to be joined The reinforcing bars are bonded to the reinforcing bars so as to sandwich the reinforcing bars of the joints over the respective joints, and then the resin is cured.
Eighth aspect of the eighth aspect, the two sheets formed by the knitted or woven or nonwoven, and arranged so as to sandwich the reinforcing bar of the joint over the junction of each of the plurality of reinforcing bars to be joined, Thereafter, the sheet is impregnated with uncured resin, the sheet is brought into close contact with the reinforcing bar, and then the resin is cured.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
The embodiment shown in FIGS. 1 to 6 will be described.
[0015]
FIG. 1 shows a first embodiment.
[0016]
In FIG. 1, reference numerals 1 and 2 denote reinforcing bars to be joined. The reinforcing bars 1 and 2 are deformed reinforcing bars. Reference numeral 3 denotes a bonding sheet, which is formed of a high-strength fiber knitted or woven into a fine mesh, or a non-woven fabric made of high-strength fiber. Here, the high-strength fiber is a fiber made of a material having high strength and light weight among high-performance fibers, such as carbon fiber, aramid fiber (for example, trade name Kepler or trade name Technora (registered trademark)), and vinylon fiber. Etc. Then, one wide sheet 3 is used as this sheet, and this is impregnated with an uncured liquid resin 4. As the resin 4, a resin having adhesiveness and curability is used. For example, a thermosetting or photocurable epoxy resin or the like is used.
[0017]
Next, while the impregnated resin is in an uncured state, the sheet 3 is wound around both the reinforcing bars 1 and 2 so as to wrap the joints over the joints of the reinforcing bars 1 and 2 to be joined. Let
[0018]
After the sheet 3 is wound, the resin 4 is cured by the outside air temperature or light, and the sheet 3 is bonded to both the reinforcing bars 1 and 2 so that the both reinforcing bars 1 and 2 are joined.
[0019]
The sheet 3 itself is first wound around the joint between the rebars 1, 2, and then the sheet 3 is impregnated with the uncured resin 4. May be joined.
[0020]
FIG. 2 shows a second embodiment.
[0021]
The second embodiment uses a sheet 3A such as a narrow bandage formed of the same material as that of the sheet 3, and this is used as shown in FIG. Wrapped like a wrap. Similarly to the first embodiment, the sheet 3A is impregnated with the same resin 4 as before, before or after the sheet 3 is wound, and both the sheets 3A are loaded as in the first embodiment. Adhere to the reinforcing bars 1 and 2. Also in the second embodiment, both the reinforcing bars 1 and 2 are joined by the hardening of the resin 4.
[0022]
FIG. 3 shows a third embodiment.
[0023]
In the third embodiment, two sheets 3B and 3C formed of the same material as that of the sheet 3 are laminated so as to sandwich both the reinforcing bars 1 and 2 therebetween. Similarly to the first embodiment, the two sheets 3B and 3C are impregnated with the same resin 4 as described above before or after the sheets 3B and 3C are bonded. Adhere to the reinforcing bars 1 and 2. In the third embodiment, the two sheets 3B and 3C are bonded to each other as the resin 4 is cured, and the two reinforcing bars 1 and 2 are joined together by the two sheets 3B and 3C.
[0024]
In each of the above-described embodiments, the arrangement direction of the fibers of the sheets 3, 3A, 3B, and 3C may be arranged in the axial direction of the reinforcing bar and in the direction orthogonal to the axial direction. May be arranged in an inclined direction.
[0025]
In addition, as a joining form of a reinforcing bar, there are a linear shape shown in FIG. 4, a T shape shown in FIG. 5, and a cross shape shown in FIG. 6, but these sheets 3, 3 A, 3 B, Reinforcing bars 1, 2, 5, 6 can be joined using 3C and resin 4. In the case of such a T-shape or a cross shape, the bandage-shaped sheet 3A is easily wound.
[0026]
Moreover, this invention can be used for the joining of the reinforcing bars in a precast concrete member, and the joining of the reinforcing bars in an in-situ concrete construction.
[0027]
【The invention's effect】
As described above, according to the present invention, the sheet impregnated with the uncured resin is brought into close contact with the reinforcing bar joint so as to wrap the sheet, or the sheet is disposed so as to wrap the reinforcing bar joint. Since the sheet is impregnated with uncured resin and the sheet is closely attached to the joint of the reinforcing bars, the reinforcing bars are joined by the subsequent curing of the resin, so that the following effects can be exhibited.
[0028]
(1) Since welding, which is a special skill, is not used, a welder is not required when joining the reinforcing bars, and a person other than the welder can deal with it even when a sudden joining operation is required.
[0029]
(2) Even when joining in narrow places or windy places, there is no variation in joining strength compared to welding.
[0030]
{Circle around (3)} The resin cures faster than conventional grout mortar for sleeve joining, and processing such as assembling of adjacent reinforcing bars becomes easy.
[0031]
(4) Since the joining material is in the form of a sheet, the joining portion becomes thinner than the pressure welding bumps, overlapped projections and sleeves seen in the conventional welding method, making it easier to place the bars. .
[0032]
(5) Since the sheet is light and easy to handle, its transportation, storage and construction are easy.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a first embodiment of the present invention.
FIG. 2 is a perspective view showing a second embodiment of the present invention.
FIG. 3 is a perspective view showing a third embodiment of the present invention.
FIG. 4 is a front view in which the present invention is applied to a form in which reinforcing bars are joined linearly.
FIG. 5 is a front view in which the present invention is applied to a form in which reinforcing bars are joined in a T-shape.
FIG. 6 is a front view in which the present invention is applied to a form in which reinforcing bars are joined in a cross shape.
FIG. 7 is a cross-sectional view showing joining of reinforcing bars by a conventional sleeve.
FIG. 8 is a front view showing joining of reinforcing bars by conventional butt welding or gas pressure welding.
FIG. 9 is a front view showing joining of reinforcing bars by conventional overlap welding.
[Explanation of symbols]
1, 2 Reinforcing bar 3 Sheet 4 Resin

Claims (8)

編物又は織物又は不織布で形成された包帯状のシートが、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に配置され、かつ、該シートが樹脂により鉄筋に接着されていることを特徴とする鉄筋の接合構造。A band-like sheet formed of a knitted fabric, a woven fabric, or a non-woven fabric is disposed in a spiral shape so as to wrap the reinforcing bars of the joints across the joints of the plurality of reinforcing bars to be joined, and the sheets are formed into the reinforcing bars by a resin. Reinforcing bar joint structure characterized by being bonded. 編物又は織物又は不織布で形成された2枚のシートが、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように配置され、かつ、該シートが樹脂により鉄筋に接着されていることを特徴とする鉄筋の接合構造。Two sheets formed of knitted fabric or woven fabric or non-woven fabric are arranged so as to sandwich the reinforcing bars of the joints across the joints of the plurality of reinforcing bars to be joined, and the sheets are bonded to the reinforcing bars by the resin Reinforcing bar joint structure characterized by being made. 編物又は織物又は不織布で形成した包帯状のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に配置するとともに該シートに未硬化状態の樹脂を含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。A banded sheet formed of knitted fabric, woven fabric or non-woven fabric is arranged in a spiral shape so as to wrap the reinforcing bars of the joints across the joints of the plurality of reinforcing bars to be joined, and the sheet is impregnated with uncured resin Then, the sheet is brought into close contact with the reinforcing bar, and then the resin is cured. 編物又は織物又は不織布で形成した包帯状のシートに未硬化状態の樹脂を含浸させ、その樹脂の未硬化状態でそのシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に巻き付けて鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。A bandage-like sheet formed of knitted fabric, woven fabric or non-woven fabric is impregnated with an uncured resin, and the sheet is uncured in the uncured state of the sheet over the joints of a plurality of reinforcing bars to be joined. A method of joining reinforcing bars, characterized in that the resin is cured after being wound in a spiral shape so as to wrap the wire. 編物又は織物又は不織布で形成した包帯状のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を包むように螺旋状に巻き付けて配置し、その後に未硬化状態の樹脂を前記シートに含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。A band-like sheet formed of a knitted fabric, a woven fabric or a non-woven fabric is spirally wound around each joint of a plurality of reinforcing bars to be joined so as to wrap the reinforcing bars of the joints, and then an uncured resin is placed. A method for joining reinforcing bars, wherein the sheet is impregnated, the sheet is brought into close contact with the reinforcing bars, and then the resin is cured. 編物又は織物又は不織布で形成した2枚のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように配置するとともに該シートに未硬化状態の樹脂を含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。Two sheets formed of a knitted fabric, a woven fabric or a non-woven fabric are arranged so as to sandwich the reinforcing bars of the joints across the joints of the plurality of reinforcing bars to be joined, and the sheets are impregnated with an uncured resin. A method of joining the reinforcing bars, wherein the sheet is brought into close contact with the reinforcing bars and then the resin is cured. 編物又は織物又は不織布で形成した2枚のシートに未硬化状態の樹脂を含浸させ、その樹脂の未硬化状態でそのシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。Two sheets formed of knitted or woven or non-woven fabric are impregnated with an uncured resin, and the sheet is uncured in the uncured state of the sheet over the joints of a plurality of reinforcing bars to be joined. A method for joining reinforcing bars, characterized in that the resin is hardened in close contact with the reinforcing bars so as to sandwich the steel. 編物又は織物又は不織布で形成した2枚のシートを、接合される複数の鉄筋の夫々の接合部にわたってその接合部の鉄筋を挟持するように配置し、その後に未硬化状態の樹脂を前記シートに含浸させてそのシートを鉄筋に密着させ、その後、前記樹脂を硬化させることを特徴とする鉄筋の接合方法。Two sheets formed of a knitted fabric, a woven fabric or a non-woven fabric are arranged so as to sandwich the reinforcing bars of the joints across the joints of the plurality of reinforcing bars to be joined, and then the uncured resin is applied to the sheets. A method for joining reinforcing bars, characterized by impregnating the sheet so that the sheet is in close contact with the reinforcing bars and then curing the resin.
JP2000373729A 2000-12-08 2000-12-08 Reinforcing bar joint structure and joining method Expired - Fee Related JP4469490B2 (en)

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