JPH06269885A - Device for bending reinforcing bar - Google Patents

Device for bending reinforcing bar

Info

Publication number
JPH06269885A
JPH06269885A JP6383493A JP6383493A JPH06269885A JP H06269885 A JPH06269885 A JP H06269885A JP 6383493 A JP6383493 A JP 6383493A JP 6383493 A JP6383493 A JP 6383493A JP H06269885 A JPH06269885 A JP H06269885A
Authority
JP
Japan
Prior art keywords
bending
bar
frame
reinforcing bar
ribs
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
JP6383493A
Other languages
Japanese (ja)
Inventor
Yoshitaka Hijikata
敬宇 土方
Shigemasa Tsubouchi
薫正 坪内
Hiroshi Nojima
博 野島
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP6383493A priority Critical patent/JPH06269885A/en
Publication of JPH06269885A publication Critical patent/JPH06269885A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To bend a fie-hoop or a stirrup in a time of assembling a reinforcing bar. CONSTITUTION:The device is composed of a frame 10 inserting between main bars 2, a press-bending arm 12 bending a tie-hoop or a stirrup by being supported freely bending on the frame 10 through a cylinder type jack 11, and a claw like receiving metal 13 which is attached on the frame as one body, clamps the band bar or the rib bar and abuts to the main bar 2.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は鉄筋コンクリート造建築
物の柱又は梁の主筋を抱持する比較的細径の帯筋又は肋
筋を現地において曲げ加工する鉄筋曲げ加工装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar bending apparatus for locally bending a relatively small-diameter strip bar or rib bar which holds a main bar of a column or a beam of a reinforced concrete structure.

【0002】[0002]

【従来の技術】鉄筋の組立時に比較的細径の鉄筋と言え
ども現位置において帯筋、肋筋を寸法精度よく曲げ加工
する手段が無かったために、図9A、Bに示すように梁
100が交叉する部分の柱101の帯筋102は小部
材に切断し差し込んだあと溶接103をして抱持の形状
を形成していた。又梁104は全スパンを通して開放型
の肋筋105a、105bを組み合わせ組立てを行って
いた。図中106は梁主筋、107は柱主筋、108は
補助筋、109は床板を表わす。又105cは床板10
9が無い場合の肋筋の形状である(点線部分)。
2. Description of the Related Art When a reinforcing bar is assembled, there is no means for bending the stirrup and the ribs at the current position, even though the reinforcing bar has a relatively small diameter. Therefore, as shown in FIGS. The stirrup 102 of the pillar 101 at the intersecting portion was cut and inserted into a small member and then welded 103 to form a holding shape. The beam 104 was assembled by combining open type ribs 105a and 105b over the entire span. In the drawing, 106 is a beam main bar, 107 is a column main bar, 108 is an auxiliary bar, and 109 is a floor plate. Also, 105c is the floor plate 10
This is the shape of the ribs when there is no 9 (dotted line portion).

【0003】[0003]

【発明が解決しようとする課題】しかし上述した図9A
の溶接103は溶接品質管理及び工費の増加となり図9
Bの梁104は肋筋が105a、105bに分割され工
数が増加するとともに床板109が無い場合には肋筋は
105cの形状としなければならない等の問題点があっ
た。
However, FIG. 9A described above is used.
Welding 103 in Fig. 9 increases welding quality control and construction cost.
The beam 104 of B has problems that the ribs are divided into 105a and 105b, the number of steps is increased, and the ribs have to have the shape of 105c when there is no floor board 109.

【0004】本発明は、かかる問題点に対処するため開
発されたものであって、鉄筋の組立時の帯筋又は肋筋の
曲げ加工を可能とすることを目的とする。
The present invention was developed to address such problems, and it is an object of the present invention to enable bending of the stirrup or the rib when assembling the reinforcing bar.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めの本発明の構成を実施例に対応する図1乃至図8を用
いて説明すると本発明は鉄筋の組立時に帯筋又は肋筋を
曲げ加工する鉄筋曲げ加工装置であって、前記鉄筋の主
筋間に挿入可能なフレーム10と、前記フレーム10に
シリンダ型ジャッキ11を介して押し曲げ自在に支持さ
れる帯筋又は肋筋曲げ加工用の押し曲げ腕12と、前記
フレーム10に一体に取付けられ且つ帯筋又は肋筋を挟
持して主筋に衝接する鉤状受金13とを備えたことを特
徴とする。
The structure of the present invention for achieving the above object will be described with reference to FIGS. 1 to 8 corresponding to an embodiment. A rebar bending apparatus for bending, which is a frame 10 that can be inserted between main bars of the rebar, and a band or a rib that is flexibly supported by the frame 10 via a cylinder-type jack 11 so as to be bendable. The push-bending arm 12 and the hook-shaped receiving member 13 that is integrally attached to the frame 10 and that clamps the stirrup or the rib and abuts against the main bar.

【0006】[0006]

【作用】そして本発明は上記の手段により鉄筋の主筋間
にフレームを挿入して該フレームの鉤状受金で主筋に衝
接させると共に帯筋又は肋筋を挟持し、この帯筋又は肋
筋の挟持状態で押し曲げ腕はジャッキの動力手段により
回転して帯筋又は肋筋を主筋に捲着して曲げるため、主
筋と帯筋又は肋筋との相対位置変動を防止して捲着の寸
法精度を高める事が可能となる。
According to the present invention, the frame is inserted between the main bars of the reinforcing bar by the above-mentioned means so that the bar hooks of the frame abut against the main bar and the band or the rib is pinched. In the clamped state, the pushing and bending arm is rotated by the power means of the jack to wrap and bend the stirrups or ribs around the main muscles, so that the relative position of the main muscles and stirrups or ribs is prevented from changing. It is possible to improve dimensional accuracy.

【0007】[0007]

【実施例】以下本発明の一実施例を図1乃至図8に基づ
いて説明すると図1Aは柱1の柱主筋2に中止め筋3と
梁主筋4とを組立て、その後で斜め筋5を串差しするよ
うに挿入した後該斜め筋5を点線で示す如く曲げ加工を
行い図9Aの帯筋102と同等の耐力を保持する場合を
示し、図1Bは梁6の梁主筋7に補助筋8と肋筋9とを
組立て、その後肋筋9の上部を点線で示す如く曲げ加工
を行い必要な構造性能を有する形状を確保する場合を示
している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. 1 to 8. In FIG. 1A, an internal bar 3 and a beam main bar 4 are assembled to a column main bar 2 of a column 1 and then an oblique bar 5 is formed. FIG. 1B shows a case where the diagonal bar 5 is bent after being inserted in a skewered manner and is bent as shown by a dotted line to maintain the proof stress equivalent to that of the belt bar 102 of FIG. 9A. 8 and the ribs 9 are assembled, and then the upper portion of the ribs 9 is bent as shown by the dotted line to secure a shape having the necessary structural performance.

【0008】そしてこの場合曲げ加工を行う帯筋又は肋
筋、例えば図1Aの斜め筋5は図2に示すように柱主筋
2に捲着し夫々の曲げ角度において斜め筋5の中心軸は
長さ方向の寸法変化がないとすれば、点線で示す形状に
変形されその変形の軌跡は夫々の位置においてa0 ,
1 ,a2 ,a3 ,a4 ,b0 ,b1 ,b2 ,b3
4 ,c0 ,c1 ,c2 ,c3 ,d0 ,d1 ,d2 ,f
0 ,f1 である。
[0008] In this case, a band or rib for bending
The muscle, for example the diagonal muscle 5 of FIG. 1A, is the main pillar muscle as shown in FIG.
2 and the central axis of the diagonal line 5 at each bending angle is
If there is no dimensional change in the length direction, the shape shown by the dotted line
It is deformed and the locus of the deformation is a at each position.0,a
1, A2, A3, AFour, B0, B1, B2, B3
b Four, C0, C1, C2, C3, D0, D1, D2, F
0, F1Is.

【0009】図3乃至図7は前記のような斜め筋又は肋
筋の曲げ加工を行う装置を示し、該装置は、主筋間に挿
入可能なフレーム10と、該フレーム10にシリンダ型
ジャッキ11を介して押し曲げ自在に支持されて帯筋又
は肋筋を曲げ加工する押し曲げ腕12と前記フレーム1
0に一体に取付けられて帯筋又は肋筋を挟持し且つ主筋
に衝接する鉤状受金13とから構成されている。
FIGS. 3 to 7 show an apparatus for bending the diagonal or ribs as described above. The apparatus has a frame 10 which can be inserted between the main bars, and a cylinder type jack 11 on the frame 10. Push-bending arm 12 and push-bending arm 12 for bending and bending the stirrups or ribs supported by push-bending through
No. 0, which is integrally attached to 0 to hold the strap or the rib and engages with the main bar.

【0010】これを更に詳述すると、前記押し曲げ腕1
2は、一端をフレーム10に枢軸14を介して軸支され
る弯曲腕に形成し、その他端に枢軸15を介してローラ
16を軸支すると共にその中間部に枢軸17を介してシ
リンダ型ジャッキ11のピストンロット18を軸支し、
該シリンダ型ジャッキ11はその基部に設けた枢軸19
を介してフレーム10に軸支されている。
More specifically, the push-bending arm 1 will be described.
A cylindrical type jack 2 has one end formed on a curved arm pivotally supported on the frame 10 via a pivot 14 and a roller 16 on the other end via a pivot 15 and a pivot 17 at an intermediate portion thereof. 11 piston lot 18 is supported,
The cylinder type jack 11 has a pivot 19 provided at the base thereof.
It is pivotally supported by the frame 10 via.

【0011】又前記鉤状受金13は、図6及び図7に示
すようにフレーム10と一体の固定受金13aと該固定
受金13aと同型にして、固定受金13aの外側に取付
けられる油圧ジャッキ20のロッド21に軸支されて接
合面間のばね22で弾発される挟持受金13bとから形
成されている。図中23は油圧ジャッキ20の圧力油供
給ホースを示す。
As shown in FIGS. 6 and 7, the hook-shaped receiving metal 13 is attached to the outside of the fixed receiving metal 13a in the same shape as the fixed receiving metal 13a integral with the frame 10 and the fixed receiving metal 13a. The clamp jack 13b is pivotally supported by the rod 21 of the hydraulic jack 20 and is elastically urged by the spring 22 between the joint surfaces. Reference numeral 23 in the drawing denotes a pressure oil supply hose of the hydraulic jack 20.

【0012】次にその作用を図8A乃至図8Cに基づい
て説明するとフレーム10は柱主筋2同志の間隔が狭い
ので図8Aに示すように曲げ加工すべき斜め筋5に固定
受金13aと挟持受金13bとで挟むように挿入すると
共に、押し曲げ腕12の先端を斜め筋5の上に乗せる。
次いで図8Bに示すように柱主筋2と、固定受金13a
及び挟持受金13bとを掛着させる。更に図8Cのよう
に柱主筋2に固定受金13a及び挟持受金13bを掛合
回転させ押し曲げ腕12の曲げ加工ができるようにセッ
トする。
Next, the operation will be described with reference to FIGS. 8A to 8C. Since the frame 10 has a narrow space between the column main bars 2 as shown in FIG. 8A, as shown in FIG. The insertion is made so as to be sandwiched between the receiving metal 13b and the tip end of the push-bending arm 12 is placed on the diagonal line 5.
Next, as shown in FIG. 8B, the column main bar 2 and the fixed bracket 13a
And the sandwiching money 13b. Further, as shown in FIG. 8C, the fixed support 13a and the clamp support 13b are engaged and rotated on the column main bar 2 so that the push-bending arm 12 can be bent.

【0013】次いで図3において挟持受金13bはジャ
ッキ20の作動により固定受金13aとの間に斜め筋5
を確固と挟持した事を確認した後ジャッキ11を作動さ
せローラ16が斜め筋5を応圧点P0 乃至応圧点P4
と押し曲げて行き、必要な曲げ加工を完了させる。一方
梁6の肋筋9は前記柱1の斜め筋5を肋筋9、柱主筋2
を梁主筋7と読み替えることにより説明を割愛するが必
要な曲げ角度は柱1の斜め筋5が180°に対して梁6
の肋筋9は135°及び90°であるため問題ない。
(図1A、1B参照)各油圧機具類の図示を省略したが
通常の技術レベルにおける範囲の機械類を使用し、スイ
ッチのオン、オフ、モーター作動、オイル供給を行うも
のである。
Next, in FIG. 3, the sandwiching bracket 13b is slanted between the fixed bracket 13a and the fixed bracket 13a by the operation of the jack 20.
After confirming that the sheet is firmly pinched, the jack 11 is operated and the roller 16 pushes and bends the diagonal streak 5 from the pressure-sensitive point P 0 to the pressure-sensitive point P 4 to complete the necessary bending work. On the other hand, the ribs 9 of the beam 6 are the diagonal ribs 5 of the pillar 1 and the ribs 9
The explanation is omitted by replacing the main beam 7 with the beam 7, but the necessary bending angle is that the diagonal line 5 of the column 1 is 180 ° with respect to the beam 6
There is no problem because the ribs 9 are 135 ° and 90 °.
(Refer to FIGS. 1A and 1B) Although illustration of each hydraulic equipment is omitted, a machine in a range of a normal technical level is used to turn on / off a switch, operate a motor, and supply oil.

【0014】以上説明したように柱1の斜め筋5及び梁
6の肋筋9についての記載であるが建築施工現場のあら
ゆる個所で鉄筋の現位置での曲げ加工は必要となるので
本提案の鉄筋曲げ加工装置が使用されるものである。
As described above, the diagonal lines 5 of the columns 1 and the ribs 9 of the beams 6 are described. However, since bending at the current position of the reinforcing bar is necessary at every part of the construction site, the proposal of the present proposal is made. Reinforcing bar bending equipment is used.

【0015】[0015]

【発明の効果】このように本発明によるときは、鉄筋の
主筋間に挿入可能なフレームと該フレームにシリンダ型
ジャッキを介して押し曲げ自在に支持されて帯筋又は肋
筋を曲げ加工する鉄筋押し曲げ腕と、前記フレームに一
体に取付けられて帯筋又は肋筋を挟持し且つ前記主筋に
衝接する鉤状受金とから構成されたものであるからフレ
ームを主筋間に挿入してフレームを鉤状受金で主筋に衝
接させると共に鉄筋押し曲げ腕を帯筋又は肋筋に当接さ
せてジャッキを介して押し曲げるとき帯筋又は肋筋は主
筋に捲着されて寸法精度を高めて曲げ加工でき、現場で
の鉄筋の組立作業を容易にすることができる効果を有す
る。
As described above, according to the present invention, a frame which can be inserted between the main bars of a reinforcing bar and a reinforcing bar which is bendably supported by the frame via a cylinder type jack to bend the band or the rib. Since the push-bending arm and the hook-shaped receiving member that is integrally attached to the frame and clamps the stirrups or the ribs and abuts against the main bar, the frame is inserted between the main bars to form the frame. When the bar is struck against the main bar with a hook-shaped gold plate and the reinforcing bar pushing and bending arm is brought into contact with the stirrups or ribs and pushed through the jack, the stirrups or ribs are wrapped around the main bar to improve dimensional accuracy. It has an effect that it can be bent and can facilitate the work of assembling the reinforcing bars on site.

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

【図1】Aは柱帯筋の施工方法を示す断面図、Bは梁肋
筋の施工方法を示す断面図である。
FIG. 1A is a sectional view showing a method of constructing a column stirrup, and B is a sectional view showing a method of constructing a beam rib.

【図2】曲げ加工される鉄筋の変形の軌跡を示す平面図
である。
FIG. 2 is a plan view showing a locus of deformation of a reinforcing bar to be bent.

【図3】本発明の一実施例による曲げ加工時の動作を示
す正面図である。
FIG. 3 is a front view showing the operation during bending according to the embodiment of the present invention.

【図4】図3のイーイ矢視側面図である。FIG. 4 is a side view as seen in the direction of the arrow in FIG.

【図5】図3のローロ矢視部分的側面図である。5 is a partial side view as seen from the direction of the arrow of FIG.

【図6】図3のハーハ矢視断面図である。FIG. 6 is a cross-sectional view taken along the arrow of Harha in FIG.

【図7】図3のニーニ矢視断面図である。FIG. 7 is a sectional view taken along the line Nini in FIG.

【図8】本発明の一実施例による装着手順を示す正面図
で、Aは挿入状態、Bは掛着状態、Cは曲げ加工状態を
示す。
FIG. 8 is a front view showing a mounting procedure according to an embodiment of the present invention, where A is an inserted state, B is a hooked state, and C is a bending state.

【図9】Aは従来の柱帯筋の施工を示す断面図、Bは従
来の梁肋筋の施工を示す断面図である。
9A is a sectional view showing the construction of a conventional column stirrup, and B is a sectional view showing the construction of a conventional beam rib.

【符号の説明】[Explanation of symbols]

10 フレーム 11 シリンダ型ジャッキ 12 押し曲げ腕 13 鉤状受金 10 frame 11 cylinder type jack 12 pushing and bending arm 13 hook-shaped receiving

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋の組立時に、帯筋又は肋筋を曲げ加
工する鉄筋曲げ加工装置であって、(a) 前記鉄筋の
主筋間に挿入可能なフレームと、(b) 前記フレーム
にシリンダ型ジャッキを介して押し曲げ自在に支持され
て帯筋又は肋筋を曲げ加工する押し曲げ腕と、(c)
前記フレームに一体に取付けられて帯筋又は肋筋を挟持
し且つ前記主筋に衝接する鉤状受金とからなる鉄筋曲げ
加工装置。
1. A reinforcing bar bending apparatus for bending a strip or a rib when assembling a reinforcing bar, comprising: (a) a frame that can be inserted between main bars of the reinforcing bar; and (b) a cylinder-shaped frame. (B) a push-bending arm that is bendably supported via a jack and bends the stirrups or ribs;
An apparatus for bending a reinforcing bar, comprising a hook-shaped bracket which is integrally attached to the frame and holds a strip or a rib and impinges against the main bar.
JP6383493A 1993-03-23 1993-03-23 Device for bending reinforcing bar Pending JPH06269885A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6383493A JPH06269885A (en) 1993-03-23 1993-03-23 Device for bending reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6383493A JPH06269885A (en) 1993-03-23 1993-03-23 Device for bending reinforcing bar

Publications (1)

Publication Number Publication Date
JPH06269885A true JPH06269885A (en) 1994-09-27

Family

ID=13240779

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6383493A Pending JPH06269885A (en) 1993-03-23 1993-03-23 Device for bending reinforcing bar

Country Status (1)

Country Link
JP (1) JPH06269885A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104438958A (en) * 2014-12-09 2015-03-25 西南石油大学 Bar-type pneumatic reinforced hoop bending device
CN104438956A (en) * 2014-11-28 2015-03-25 湖北中南勘察基础工程有限公司 Anchor bar bending machine
CN104563166A (en) * 2014-01-26 2015-04-29 山河建设集团有限公司 Anti-floating anchor rod backward bending device
CN104668403A (en) * 2015-03-06 2015-06-03 广西三维铁路轨道制造有限公司 Hoop bending machine fixture
CN110883268A (en) * 2019-12-24 2020-03-17 刘义 Steel bar bending device for building engineering

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104563166A (en) * 2014-01-26 2015-04-29 山河建设集团有限公司 Anti-floating anchor rod backward bending device
CN104563166B (en) * 2014-01-26 2015-07-29 山河建设集团有限公司 Bending apparatus after a kind of anti-float anchor rod
CN104438956A (en) * 2014-11-28 2015-03-25 湖北中南勘察基础工程有限公司 Anchor bar bending machine
CN104438958A (en) * 2014-12-09 2015-03-25 西南石油大学 Bar-type pneumatic reinforced hoop bending device
CN104438958B (en) * 2014-12-09 2016-04-06 西南石油大学 A kind of rod-type Pneumatic steel bar bending hoop device
CN104668403A (en) * 2015-03-06 2015-06-03 广西三维铁路轨道制造有限公司 Hoop bending machine fixture
CN110883268A (en) * 2019-12-24 2020-03-17 刘义 Steel bar bending device for building engineering
CN110883268B (en) * 2019-12-24 2021-05-25 中国建筑第五工程局有限公司 Steel bar bending device for building engineering

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