JPH10140837A - Reinforcement end processing structure - Google Patents

Reinforcement end processing structure

Info

Publication number
JPH10140837A
JPH10140837A JP30173996A JP30173996A JPH10140837A JP H10140837 A JPH10140837 A JP H10140837A JP 30173996 A JP30173996 A JP 30173996A JP 30173996 A JP30173996 A JP 30173996A JP H10140837 A JPH10140837 A JP H10140837A
Authority
JP
Japan
Prior art keywords
anchor plate
reinforcing bar
plate
anchor
main
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.)
Pending
Application number
JP30173996A
Other languages
Japanese (ja)
Inventor
Shigeyuki Hayashi
成行 林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP30173996A priority Critical patent/JPH10140837A/en
Publication of JPH10140837A publication Critical patent/JPH10140837A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enable beam reinforcement to be easily and efficiently assembled without requiring bending work. SOLUTION: An anchor plate 11 provided with through holes 12 at its end is mounted at the ends of beam-upper main reinforcement 2 and beam-under main reinforcement 3 by means of the through holes 12, and an enlarged part 13 is provided at the end of each main reinforcement 2, 3 to lock the anchor plate 11 into place, so that the anchoring effect of the anchor plate 11 for the end of each main reinforcement 2, 3 can be produced by burying the anchor plate 11 in concrete.

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】この発明は、鉄筋の端部処理
構造、更に詳しくは、梁配筋の端部にアンカー処理を施
すための端部処理構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an end treatment structure for a reinforcing bar, and more particularly to an end treatment structure for performing an anchor treatment on an end of a beam arrangement.

【0002】[0002]

【従来の技術】図4(A)、(B)は梁1を構築する従
来の梁配筋の構造を示し、梁上ば主筋2と梁下ば主筋3
の外周にあばら筋4を長さ方向に一定の間隔で巻着し、
梁1の大きさによっては、これらに腹筋や幅止め筋が組
合せ使用され、梁上ば筋2と梁下ば筋3の柱5内に臨む
端部は、下方に折り曲げたアンカー部分6になってい
る。
2. Description of the Related Art FIGS. 4A and 4B show a structure of a conventional beam arrangement for constructing a beam 1. A main bar 2 above the beam and a main bar 3 below the beam.
Stirrups 4 are wound around the circumference of the body at regular intervals in the length direction.
Depending on the size of the beam 1, an abdominal muscle and a width stop are used in combination with these, and the ends of the upper beam 2 and the lower beam 3 that face the column 5 become an anchor portion 6 bent downward. ing.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記各主筋
2、3の端部にアンカー部分6を折り曲げ加工するには
大型の設備が必要になると共に、加工に手間と時間がか
かり、加工コストが高くつくという問題がある。
The bending of the anchor portion 6 at the end of each of the main bars 2 and 3 requires a large-sized facility, requires a lot of time and labor, and reduces the processing cost. There is a problem of being expensive.

【0004】そこで、この発明の課題は、梁配筋の端部
に施すアンカー部分を極めて簡単に処理することがで
き、梁配筋の組立の大幅な省略化と能率向上が図れ、作
業コストの低減を可能にする鉄筋の端部処理構造を提供
することにある。
[0004] Therefore, an object of the present invention is to make it possible to extremely easily treat an anchor portion provided at the end of a beam arrangement, greatly reduce the assembling of the beam arrangement, improve efficiency, and reduce operating costs. An object of the present invention is to provide an end treatment structure of a reinforcing bar that enables reduction.

【0005】[0005]

【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、請求項1の発明は、アンカープレートの端部
に鉄筋の挿通穴を設け、鉄筋の端部に挿通穴を挿入して
アンカープレートを装着し、該鉄筋端部にアンカープレ
ートの抜け止めを行なう拡径部を設けた構成を採用した
ものである。
In order to solve the above-mentioned problems, according to the first aspect of the present invention, an insertion hole for a reinforcing bar is provided at an end of an anchor plate, and an insertion hole is inserted at an end of the reinforcing bar. An arrangement is adopted in which an anchor plate is mounted and an enlarged diameter portion is provided at an end of the reinforcing bar to prevent the anchor plate from coming off.

【0006】請求項2の発明は、請求項1の発明におい
て、アンカープレートが、上下に長い長方形の平板を用
いて形成されている構成を採用したものである。
According to a second aspect of the present invention, in the first aspect, the anchor plate is formed by using a vertically long rectangular flat plate.

【0007】請求項3の発明は、請求項1の発明におい
て、アンカープレートが、上下に長い長方形の波板を用
いて形成されている構成を採用したものである。
According to a third aspect of the present invention, in the first aspect of the present invention, the anchor plate is formed by using a vertically long rectangular corrugated plate.

【0008】請求項4の発明は、請求項1の発明におい
て、アンカープレートが、上下に長い長方形の金属板を
用い、この金属板の下部をスリットで複数に分割し、ス
リットを挾む両側を相反する方向に屈曲させて形成され
ている構成を採用したものである。
According to a fourth aspect of the present invention, in the first aspect of the present invention, the anchor plate uses a rectangular metal plate that is long vertically and the lower portion of the metal plate is divided into a plurality of parts by slits, and both sides sandwiching the slits. This adopts a configuration formed by being bent in opposite directions.

【0009】上記アンカープレートは、挿通孔を鉄筋に
挿入し、この後鉄筋の端部に拡径部を現場で加工すれ
ば、鉄筋に対する抜止状の取り付けが行なえ、コンクリ
ートへの埋設時にはアンカープレートがアンカーの機能
を発揮する。
[0009] The anchor plate can be inserted into the reinforcing bar by inserting a through-hole into the reinforcing bar and then processing an enlarged diameter portion at the end of the reinforcing bar on site, so that the anchor plate can be attached to the reinforcing bar in a retaining shape. Demonstrate the function of an anchor.

【0010】[0010]

【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0011】図1は、梁1の梁配筋における主筋の端部
にアンカー部分を形成する端部処理構造を示し、梁上ば
主筋2と梁下ば主筋3群の外周にあばら筋4を長さ方向
に一定の間隔で巻着すると共に、上記両主筋2、3の柱
5内に臨む端部にアンカープレート11が取り付けられ
ている。
FIG. 1 shows an end processing structure in which an anchor portion is formed at the end of the main bar in the beam arrangement of the beam 1, and a stirrup 4 is provided on the outer periphery of the main bar 2 at the top of the beam and the main bar 3 at the bottom of the beam. An anchor plate 11 is attached to the ends of the main bars 2 and 3 facing the column 5 while being wound at regular intervals in the length direction.

【0012】両主筋2、3に対するアンカープレート1
1の取り付けは、アンカープレート11の端部に設けた
挿通孔12を主筋2、3の端部に挿入した後、主筋2、
3の端部に拡径部13を加工し、アンカープレート11
を抜け止め状としている。
Anchor plate 1 for both main rebars 2 and 3
After the insertion of the insertion hole 12 provided at the end of the anchor plate 11 into the end of the main reinforcements 2, 3, the attachment of the main reinforcement 2,
3 is processed into an enlarged diameter portion 13 at the end thereof, and the anchor plate 11
Has a retaining shape.

【0013】上記アンカープレート11は、種々の形状
及び構造を採用することができ、図1に示す例のアンカ
ープレート11は、上下に長い長方形の金属板を用い、
上端部に挿通孔12を設けたものと、このアンカープレ
ート11の下端を直角に折り曲げて屈曲片14としたも
のとを示している。
The above-mentioned anchor plate 11 can adopt various shapes and structures. The anchor plate 11 in the example shown in FIG. 1 uses a vertically long rectangular metal plate.
The figure shows a case where an insertion hole 12 is provided at the upper end, and a case where the lower end of the anchor plate 11 is bent at a right angle to form a bent piece 14.

【0014】図2(A)に示すアンカープレート11
は、上下に長い長方形で、中間部から下端部にも複数の
透孔15を設け、コンクリートとの結合強度を向上させ
たものであり、図2(B)のアンカープレート11は、
図1で示した下端を屈曲させて屈曲片14としたものを
示し、図2(C)のアンカープレート11は、金属の波
板を用いたものを示している。
An anchor plate 11 shown in FIG.
Is a vertically long rectangle, which is provided with a plurality of through-holes 15 from the middle to the lower end to improve the bonding strength with concrete. The anchor plate 11 in FIG.
The lower end shown in FIG. 1 is bent to form a bent piece 14, and the anchor plate 11 in FIG. 2 (C) uses a metal corrugated plate.

【0015】図3(A)、(B)に示すアンカープレー
ト11は、上下に長い長方形の平板の下部にスリットを
施して二又とし、スリットを挾む両側の部分を厚み方向
(図3(A))又は幅方向(図3(B))に開脚させ、
アンカー効率を向上させるようにしたものである。
The anchor plate 11 shown in FIGS. 3 (A) and 3 (B) is provided with a slit at the lower part of a rectangular plate which is long in the vertical direction so as to be bifurcated. A)) or in the width direction (FIG. 3 (B)),
This is to improve the anchor efficiency.

【0016】次に、アンカープレートを用いて鉄筋の端
部処理を行なうには、梁1の型枠内に組込む梁上ば主筋
2と梁下ば主筋3の端部にそれぞれアンカープレート1
1を挿通孔12の各主筋2、3への挿入によって取り付
け、この後、各主筋2、3の端部に挿通孔12よりも大
径の拡径部13をプレス等で加圧成形し、アンカープレ
ート11を抜け止め状とする。
Next, in order to perform the end processing of the reinforcing bar using the anchor plate, the anchor plate 1 is attached to the end of the main bar 2 at the upper part of the beam and the end of the main bar 3 at the lower part of the beam to be incorporated in the formwork of the beam 1.
1 is attached by inserting the insertion hole 12 into each of the main reinforcements 2 and 3, and thereafter, an enlarged diameter portion 13 having a diameter larger than that of the insertion hole 12 is press-formed at the end of each of the main reinforcements 2 and 3 by pressing or the like. The anchor plate 11 has a retaining shape.

【0017】上記のように、アンカープレート11を端
部に直角の配置で抜止状に取り付けた梁上ば主筋2と梁
下ば主筋3を梁型枠内に配置し、両主筋2、3の外周に
あばら筋4を巻着した状態で柱型枠内から梁型枠内にコ
ンクリートを打設し、両主筋2、3とアンカープレート
11をコンクリート内に埋設すれば、柱5とこれに連な
る梁1を構築することができ、両主筋2、3に抜け止状
となるよう取り付けたアンカープレート11が主筋2、
3の端部においてアンカー効果を発揮することになる。
As described above, the upper main beam 2 and the lower main beam 3 under the beam, in which the anchor plate 11 is attached at right angles to the ends in a retaining manner, are arranged in the beam formwork. Concrete is cast into the beam formwork from inside the column form with the stirrups 4 wound around the outer periphery, and the main bars 2, 3 and the anchor plate 11 are buried in the concrete. The beam 1 can be constructed, and the anchor plate 11 attached to both the main reinforcements 2 and 3 so as to be in a retaining shape is provided.
The anchor effect will be exerted at the end of No. 3.

【0018】[0018]

【発明の効果】以上のように、この発明によると、アン
カープレートを端部に設けた挿通孔で鉄筋の端部に取り
付け、鉄筋の端部にアンカープレートを抜け止状とする
拡径部を設けるようにしたので、鉄筋の端部にアンカー
プレートを取り付けて拡径部を加圧成形するだけで鉄筋
の端部に鉄筋なみの強度のアンカー効果を得ることがで
き、梁配筋の組立てにおいて、現場での主筋の曲げ加工
が不要になり、梁配筋の工期短縮により建物の施工コス
トを削減することができる。
As described above, according to the present invention, the anchor plate is attached to the end of the reinforcing bar by the insertion hole provided at the end, and the enlarged diameter portion for preventing the anchor plate from coming off at the end of the reinforcing bar. Since it was provided, simply by attaching an anchor plate to the end of the reinforcing bar and pressing the enlarged diameter part, it is possible to obtain an anchor effect of the same strength as the reinforcing bar at the end of the reinforcing bar. This eliminates the need for on-site bending of main bars, and shortens the construction period of beam arrangement, thereby reducing building construction costs.

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

【図1】端部処理構造を用いた梁配筋の正面図FIG. 1 is a front view of a beam arrangement using an end treatment structure.

【図2】(A)乃至(C)はアンカープレートの異なっ
た例を示す斜視図
FIGS. 2A to 2C are perspective views showing different examples of an anchor plate.

【図3】(A)と(B)はアンカープレートの異なった
例を示す斜視図
3A and 3B are perspective views showing different examples of an anchor plate.

【図4】(A)は従来の梁配筋を示す正面図、(B)は
同側面図
FIG. 4 (A) is a front view showing a conventional beam arrangement, and FIG. 4 (B) is a side view thereof.

【符号の説明】[Explanation of symbols]

1 梁 2 梁上ば主筋 3 梁下ば主筋 4 あばら筋 5 柱 11 アンカープレート 12 挿通孔 13 拡径部 DESCRIPTION OF SYMBOLS 1 Beam 2 Main beam upper bar 3 Beam lower main bar 4 Stirrup 5 Column 11 Anchor plate 12 Insertion hole 13 Large diameter part

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 アンカープレートの端部に鉄筋の挿通穴
を設け、鉄筋の端部に挿通穴を挿入してアンカープレー
トを装着し、該鉄筋端部にアンカープレートの抜け止め
を行なう拡径部を設けたことを特徴とする鉄筋の端部処
理構造。
1. An enlarged diameter portion in which an insertion hole for a reinforcing bar is provided at an end portion of an anchor plate, an insertion hole is inserted into an end portion of the reinforcing bar, an anchor plate is attached, and an anchor plate is prevented from being removed at the end portion of the reinforcing bar. An end treatment structure for a reinforcing bar, characterized by having a rib.
【請求項2】 アンカープレートが、上下に長い長方形
の平板を用いて形成されている請求項1記載の鉄筋の端
部処理構造。
2. The end treatment structure for a reinforcing bar according to claim 1, wherein the anchor plate is formed using a rectangular plate that is long vertically.
【請求項3】 アンカープレートが、上下に長い長方形
の波板を用いて形成されている請求項1記載の鉄筋の端
部処理構造。
3. The end treatment structure for a reinforcing bar according to claim 1, wherein the anchor plate is formed using a rectangular corrugated plate that is long vertically.
【請求項4】 アンカープレートが、上下に長い長方形
の金属板を用い、この金属板の下部をスリットで複数に
分割し、スリットを挾む両側を相反する方向に屈曲させ
て形成されている請求項1記載の鉄筋の端部処理構造。
4. The anchor plate is formed by using a rectangular metal plate that is long vertically and dividing the lower part of the metal plate into a plurality of parts by slits and bending both sides sandwiching the slits in opposite directions. Item 2. An end treatment structure for a reinforcing bar according to Item 1.
JP30173996A 1996-11-13 1996-11-13 Reinforcement end processing structure Pending JPH10140837A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30173996A JPH10140837A (en) 1996-11-13 1996-11-13 Reinforcement end processing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30173996A JPH10140837A (en) 1996-11-13 1996-11-13 Reinforcement end processing structure

Publications (1)

Publication Number Publication Date
JPH10140837A true JPH10140837A (en) 1998-05-26

Family

ID=17900590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30173996A Pending JPH10140837A (en) 1996-11-13 1996-11-13 Reinforcement end processing structure

Country Status (1)

Country Link
JP (1) JPH10140837A (en)

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