JP2503252Y2 - Construction beam main bar stopper - Google Patents

Construction beam main bar stopper

Info

Publication number
JP2503252Y2
JP2503252Y2 JP3514691U JP3514691U JP2503252Y2 JP 2503252 Y2 JP2503252 Y2 JP 2503252Y2 JP 3514691 U JP3514691 U JP 3514691U JP 3514691 U JP3514691 U JP 3514691U JP 2503252 Y2 JP2503252 Y2 JP 2503252Y2
Authority
JP
Japan
Prior art keywords
bar
stirrup
beam main
main bar
reinforcement
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 - Lifetime
Application number
JP3514691U
Other languages
Japanese (ja)
Other versions
JPH0596244U (en
Inventor
正弘 平山
正夫 橋本
Original Assignee
丸井産業株式会社
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 丸井産業株式会社 filed Critical 丸井産業株式会社
Priority to JP3514691U priority Critical patent/JP2503252Y2/en
Publication of JPH0596244U publication Critical patent/JPH0596244U/en
Application granted granted Critical
Publication of JP2503252Y2 publication Critical patent/JP2503252Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案は、建築工事の鉄筋作業
において、梁部下側の梁主筋をスターラップ筋の下側の
コーナー部の両端にそれぞれ確実に配置して保持するす
ることができる金具に関する。
BACKGROUND OF THE INVENTION This invention is a metal fitting for securely holding the beam main bar under the beam portion at both ends of the lower corner portion of the stirrup bar in the reinforcing bar work of construction work. Regarding

【0002】[0002]

【従来の技術】従来、特に梁背の高い梁部の鉄筋作業に
おいては、スラブ上で梁筋を先組みして、梁型枠内に落
とし込む工法や、梁型枠内にスターラップ筋を落とし込
み、次に梁主筋を落とし込んで、梁型枠内で梁筋を組む
方法が一般的であり、その際に、梁部下側の梁主筋をス
ターラップ筋の下側のコーナー部の両端にそれぞれ配置
するために、スターラップ筋の下側のコーナー部の両端
にそれぞれ、所要の間隔でU字型の鉄筋や、金具を建築
工事現場等で製作し、溶接して取り付けて、そのU字型
の鉄筋に梁主筋をそれぞれ嵌合させ、スターラップ筋の
下側のコーナー部の両端に配置していた。また、実開平
01年171813号等のように、梁型枠を組んだ後、
梁筋を組む作業をする場合に、スターラップ筋を梁型枠
内に落とし込み、梁部下側の梁主筋を落とし込んた後
に、鋼線等で製作されたクリップ状の金物を作業員がス
ラブ上より棒状の取付け具でスターラップ筋の下側のコ
ーナー部と梁主筋に取付け、固定する方法が開示されて
いる。
2. Description of the Related Art Conventionally, particularly in the work of reinforcing bars in tall beams, the method of first assembling the beam reinforcement on the slab and dropping it into the beam formwork or dropping the stirrup reinforcement into the beam formwork. Then, it is common to drop the main beam of the beam and assemble the beam reinforcement within the beam form, and at that time, place the beam main reinforcement on the lower side of the beam section at both ends of the corner section on the lower side of the stirrup reinforcement. In order to do so, U-shaped rebars and metal fittings are manufactured at the required intervals at both ends of the lower corner of the stirrup bar at the construction site, etc., welded and attached, and the U-shaped The beam main bars were fitted to the reinforcing bars, and they were placed at both ends of the lower corners of the stirrup bar. In addition, after constructing a beam form, such as the actual Kaihei No. 171813,
When constructing a beam reinforcement, drop the stirrup reinforcement into the beam formwork, drop the beam main reinforcement below the beam, and then insert a clip-shaped metal object made of steel wire etc. from above the slab. A method of attaching and fixing to the lower corner portion of the stirrup bar and the main beam bar with a bar-shaped fitting is disclosed.

【0003】[0003]

【考案が解決しようとする課題】上記従来の方法につい
て、U字型の鉄筋等を溶接する方法では、U字型の鉄筋
等を梁部のスターラップ筋の下側のコーナー部の両端に
それぞれ取付ける作業に手間が掛かると共に、取付方法
が溶接であるために、雨天時など溶接が行えず、取付作
業が天候に左右されるなど作業の進行に大きな支障とな
る。しかも、構造物としての鉄筋に溶接を施すことは、
断面欠損等を引き起こす原因になるなど構造的にも問題
がある。型枠内で梁筋を組む場合には、U字型の鉄筋等
の取付け作業がスラブ下での作業になるために、取付け
が非常に困難になり、作業能率の低下を招く。また、ク
リップ状の金物を使用する方法は、クリップ状の金物を
スターラップ筋の下側のコーナー部と梁主筋に取付ける
以前に、梁主筋をスターラップ筋の下側のコーナー部の
両端にクリップ状の金物が取り付けることができる所定
の位置に配置する必要があり、梁背があり、作業員の手
が届かない場合、まして、数メートルもある梁主筋を所
定の位置に配置するのは非常に困難であり、手間の係る
作業である。さらに、梁主筋をスターラップ筋の下側の
コーナー部の両端に配置した後、スラブ上から作業員が
棒状の取付け具で相当下にあるクリップ状の金物をスタ
ーラップ筋と梁主筋に取り付ける作業が必要であり、非
常に困難であり、施工性も悪いなどの問題点を有する。
Regarding the above-mentioned conventional method, in the method of welding U-shaped reinforcing bars or the like, U-shaped reinforcing bars or the like are respectively attached to both ends of the lower corner portion of the stirrup of the beam portion. The work for mounting is troublesome, and since the mounting method is welding, welding cannot be performed in rainy weather, and the mounting work is greatly affected by the weather such as being affected by the weather. Moreover, welding the rebar as a structure is
There are also structural problems, such as causing cross-section defects. When the beam reinforcement is assembled in the form, the attachment work of the U-shaped rebar or the like is performed under the slab, so that the attachment becomes very difficult and the work efficiency is lowered. Also, the method of using the clip-shaped hardware is that before attaching the clip-shaped hardware to the lower corner part of the stirrup bar and the beam main bar, clip the beam main bar to both ends of the lower corner part of the stirrup bar. If it is necessary to place it in a position where a metal object can be attached, and there is a beam back and is out of the reach of the worker, it is extremely difficult to place a beam main bar that is several meters in place. It is difficult and time-consuming work. Furthermore, after arranging the beam main bars at both ends of the lower corner portion of the stirrup bar, the worker attaches the clip-shaped metal fittings on the slab to the stirrup bar and the beam main bar by using a rod-shaped fixture. Are required, are very difficult, and have poor workability.

【0004】[0004]

【課題を解決するための手段】この考案は上記従来の課
題に鑑みなされたもので、その目的は、スターラップ筋
を梁型枠内に落とし込む前に、スターラップ筋の下側の
コーナー部の両端の所要の位置に溶接するなどの手間な
く、簡単に取り付けることができ、しかも梁主筋の梁型
枠内への落とし込み後に、梁主筋を所望の場所に移動さ
せ、配置する手間が要らず、簡単にスラーラップ筋の下
側のコーナー部にそれぞれ配置することができる構築用
梁主筋止金具を提供するものである。
The present invention has been made in view of the above-mentioned conventional problems, and its purpose is to fix the lower corner portion of the stirrup bar before dropping the stirrup bar into the beam form. It can be easily installed without the need for welding at the required positions on both ends, and after dropping the beam main bar into the beam formwork, the beam main bar can be moved to the desired location and the time and effort to place it can be eliminated. (EN) Provided are construction beam main reinforcement fasteners that can be easily arranged at the lower corners of slur laps.

【0005】その手段として、鉄筋に沿うように半円弧
状に形成した止金具本体の両縁部に、下端には上方に突
出するL字状の保持片をそれぞれ形成すると共に、水平
に突出する折り曲げ可能な係止片を上下に交互になるよ
うにそれぞれ形成したことを特徴とする。
As a means therefor, L-shaped holding pieces projecting upward are respectively formed at the lower ends at both edges of the metal fitting body formed in a semi-circular shape along the reinforcing bar, and project horizontally. It is characterized in that the foldable locking pieces are formed so as to be alternately vertically arranged.

【0006】上記構造により、止金具本体の両縁部の下
端に上方に突出するL字状の保持片をそれぞれ形成した
ために、下側の梁主筋を確実に保持することができ、左
右の横ずれも心配なくなる。また、保持片が止金具本体
の両縁部にそれぞれ形成しているために、保持部間が中
空状になり、その中空部にスターラップ筋の下側のコー
ナー部、すなわち、ほぼL型に湾曲した鉄筋の下部側が
嵌入した状態になり、梁主筋を確実にスターラップ筋の
コーナー部に配置することができる。止金具本体の両縁
部に水平に突出する折り曲げ可能な係止片を上下に交互
になるようにそれぞれ形成したために、スターラップ筋
を梁型枠内に落とし込む前に、スターラップ筋の下側の
コーナー部の両端の所要の位置に溶接するなどの手間が
なく簡単に取り付けることができる。また、係止片の巻
着する度合いを変えることにより、型枠内で梁筋を組む
場合でも、スターラップ筋の上部の適宜位置に取り付
け、スターラップ筋に沿って下側に移動させることによ
り、深い梁底でも簡単に取り付け、配置がおこなえるな
ど前記従来の課題を解消するものである。
With the above structure, since the L-shaped holding pieces projecting upward are formed at the lower ends of both edge portions of the fastener main body, the lower beam main bar can be surely held, and the lateral shift of the left and right sides can be ensured. Don't worry too. Further, since the holding pieces are formed on both edges of the fastener body, the space between the holding portions becomes hollow, and the hollow portion has a lower corner portion of the stirrup streak, that is, an almost L-shape. The curved reinforcing bars are fitted in the lower side, and the beam main bars can be reliably arranged at the corner portions of the stirrup bars. Before the stirrup bar is dropped into the beam form, the lower side of the stirrup bar is inserted because the foldable locking pieces that project horizontally are alternately formed on both edges of the fastener body. It can be easily installed without the trouble of welding at the required positions on both ends of the corner. Also, by changing the degree to which the locking piece is wound, even when building a beam reinforcement in the form, it can be attached at an appropriate position above the stirrup and moved downward along the stirrup. The conventional problems described above can be solved such that even a deep beam bottom can be easily attached and arranged.

【0007】[0007]

【実施例】次に本考案の実施例を図面に基づいて詳細に
説明する。第1図は、本考案に係る梁主筋止金具の実施
例を示す斜視図であり、鉄筋に沿うように半円弧状に形
成した止金具本体1の両緑部の下端には上方に突出する
L字状にそれぞれ対向して形成する保持片2、2と、上
記止金具本体1の両縁部からそれぞれ上下に互い違いに
水平に突出する折り曲げ可能な係止片3、3を薄肉の鉄
板で一体に形成する。また、止金具本体1の下側と保持
片2、2のほぼ中央部に横方向の補強のためのリブ5
を、止金具本体1の一端の上側の係止片3の下部に一端
の上側の係止片3と上下に互い違いに突出する他端の下
側係止片3が鉄筋に巻着した際に、上側方向にずれるの
を防止する突出片4を共に一体に設ける。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a perspective view showing an embodiment of a beam main bar stopper according to the present invention, in which the stopper main body 1 formed in a semi-arcuate shape along the reinforcing bar projects upward at the lower ends of both green parts. The holding pieces 2 and 2 formed to face each other in an L shape, and the foldable locking pieces 3 and 3 which vertically project from both edge portions of the fastening metal body 1 in a vertically alternating manner, are thin iron plates. Form integrally. Further, a rib 5 for lateral reinforcement is provided on the lower side of the fastener main body 1 and substantially in the center of the holding pieces 2 and 2.
When the lower locking piece 3 on one end of the fastener body 1 and the lower locking piece 3 on the other end protruding up and down alternately on the lower part of the upper locking piece 3 on one end of the stopper body 1 are wound around the reinforcing bar. , The projecting pieces 4 for preventing the upward displacement are integrally provided.

【0008】次に本考案に係る梁主筋止金具の実施例に
よる使用例を図面により説明する。第2図は、本考案に
係る梁主筋止金具の使用状態を示す側面図であり、第3
図、第4図は、本考案に係る梁主筋止金具の鉄筋への取
付け状態を示す斜視図である。第3図に示すように、ま
ず、スラーラップ筋Cの下側のコーナー部の外側から本
考案の止金具本体1をあてがい、係止片3、3をスター
ラップ筋Cに巻き付けるように折り曲げて、取付け固定
する。その際に、止金具本体1の、一端の下側係止片3
がスターラップ筋Cに巻着した際に、突出片4に係止す
るように巻着する。スターラップ筋Cの下側のコーナー
部に所要の間隔で取付けた後、第4図に示すように、梁
主筋Bを止金具本体1の保持片2、2に嵌入し、載置す
る。その後、第2図に示すようにその他の下部梁主筋
E、上部梁主筋Fを配置、スターラップ筋Cに固定し
て、梁筋Dを形成するものである。また、梁型枠A内で
梁筋Dを組む場合には、係止片3,3の巻着する度合い
を緩め、まず、第2図仮想線で示すようにスターラップ
筋Cの上部の適宜位置に取り付け、スターラップ筋Cに
沿って下側に移動させ、所要の位置に配置して、梁主筋
Bを保持片2、2に嵌入し、載置することも可能であ
る。
Next, an example of the use of the beam main bar stopper according to the present invention will be described with reference to the drawings. FIG. 2 is a side view showing a use state of the beam main bar stopper according to the present invention.
FIG. 4 and FIG. 4 are perspective views showing a state in which the beam main bar stopper according to the present invention is attached to the reinforcing bar. As shown in FIG. 3, first, apply the fastener body 1 of the present invention from the outside of the lower corner portion of the slur wrap streak C, and bend the locking pieces 3 and 3 so as to wind the stirrup streak C. , Fix it in place. At that time, the lower locking piece 3 of one end of the fastener main body 1
When it is wound around the stirrup streaks C, it is wound so as to be locked to the protruding piece 4. After being attached to the lower corners of the stirrup streak C at required intervals, the beam main stirrup B is fitted into the holding pieces 2 and 2 of the fastener body 1 and placed as shown in FIG. Thereafter, as shown in FIG. 2, another lower beam main reinforcement E and an upper beam main reinforcement F are arranged and fixed to the stirrup reinforcement C to form a beam reinforcement D. Further, when assembling the beam reinforcement D in the beam form A, the degree of winding of the locking pieces 3 is loosened, and first, as shown by the phantom line in FIG. It is also possible to attach the beam main bar B to the holding pieces 2 and 2 by mounting it at a position, moving it down along the stirrup streak C, and arranging it at the required position.

【0009】[0009]

【考案の効果】以上詳細に説明したようにこの考案の構
築用梁主筋止金具によれば、止金具本体の両縁部の下端
に上方に突出するL字状の保持片をそれぞれ形成したた
めに、下側の梁主筋を確実に保持することができ、左右
の横ずれも心配なくなり、作業の確実性、信頼性が向上
する。また、保持片が止金具本体の両縁部にそれぞれ形
成しているために、保持部間が中空伏になり、中空部に
スターラップ筋の下側のコーナー部、すなわち、ほぼL
型に湾曲した鉄筋の下部側が嵌入した状態になり、梁主
筋を確実にスターラップ筋のコーナー部に配置すること
ができ、正確な配筋作業が行える。さらに、止金具本体
の両縁部に水平に突出する折り曲げ可能な係止片を上下
に交互になるようにそれぞれ形成したために、スターラ
ップ筋を梁型枠内に落とし込む前に、スターラップ筋の
下側のコーナー部の両端の所要の位置に溶接するなどの
手間なく簡単に取り付けることができ、作業の迅速化、
簡素化が可能である。また、係止片の係止する度合いを
変えることにより、型枠内で梁筋を組む場合でも、スタ
ーラップ筋の上部の所要の位置に取り付け、スターラッ
プ筋に沿って下側に移動させることにより、簡単に取り
付け、配置がおこなえるなど実用上有益な構築用梁主筋
止金具を得ることができる。
As described above in detail, according to the construction beam main bar stop fitting of the present invention, L-shaped holding pieces projecting upward are formed at the lower ends of both edges of the stop body. , The lower beam main bar can be securely held, lateral slippage does not occur, and work reliability and reliability are improved. In addition, since the holding pieces are formed on both edges of the fastener body, the holding portions are hollow, and the hollow portion has a lower corner portion of the stirrup streak, that is, approximately L.
The lower side of the reinforcing bar curved in the mold is fitted, and the beam main bar can be reliably arranged at the corner portion of the stirrup bar, and accurate bar arrangement work can be performed. Furthermore, since the horizontally projecting foldable locking pieces are formed alternately on both edges of the fastener body, respectively, the stirrup bar of the stirrup bar is inserted before dropping the stirrup bar into the beam form. It can be easily installed without the need for welding at the required positions on both ends of the lower corner, speeding up the work,
It can be simplified. Also, by changing the locking degree of the locking piece, even when building a beam reinforcement in the formwork, attach it to the required position above the stirrup and move it down along the stirrup. Thus, it is possible to obtain a practically useful construction beam main bar stop fitting that can be easily attached and arranged.

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

【図1】 本考案に係る梁主筋止金具の実施例を示す斜
視図
FIG. 1 is a perspective view showing an embodiment of a beam main bar stopper according to the present invention.

【図2】 本考案に係る梁主筋止金具の使用状態を示す
側面図
FIG. 2 is a side view showing a use state of a beam main bar stopper according to the present invention.

【図3】 本考案に係る梁主筋止金具の鉄筋への取付け
状態を示す斜視図
FIG. 3 is a perspective view showing a state where a beam main bar stopper according to the present invention is attached to a reinforcing bar.

【図4】 本考案に係る梁主筋止金具の鉄筋への取付け
状態を示す斜視図
FIG. 4 is a perspective view showing a state where the beam main bar stopper according to the present invention is attached to a reinforcing bar.

【符号の説明】[Explanation of symbols]

1 止金具本体 2 保持片 3 係止片 A 梁型枠 B 梁主筋 C スターラップ筋 D 梁筋 E 下部梁主筋 F 上部梁主筋 1 Main body of retaining bracket 2 Holding piece 3 Locking piece A Beam form B Beam main bar C Stirrup bar D Beam bar E Lower beam main bar F Upper beam main bar

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 鉄筋に沿うように半円弧状に形成した止
金具本体の両縁部に、下端には上方に突出するL字状の
保持片をそれぞれ形成すると共に、水平に突出する折り
曲げ可能な係止片を上下に交互になるようにそれぞれ形
成したことを特徴とする構築用梁主筋止金具。
1. An L-shaped holding piece projecting upward is formed at the lower end at both edges of a metal stopper body formed in a semi-arcuate shape along a reinforcing bar, and can be bent so as to project horizontally. Main beam retaining metal fittings for construction, characterized in that different locking pieces are formed so as to alternate vertically.
JP3514691U 1991-04-17 1991-04-17 Construction beam main bar stopper Expired - Lifetime JP2503252Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3514691U JP2503252Y2 (en) 1991-04-17 1991-04-17 Construction beam main bar stopper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3514691U JP2503252Y2 (en) 1991-04-17 1991-04-17 Construction beam main bar stopper

Publications (2)

Publication Number Publication Date
JPH0596244U JPH0596244U (en) 1993-12-27
JP2503252Y2 true JP2503252Y2 (en) 1996-06-26

Family

ID=12433768

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3514691U Expired - Lifetime JP2503252Y2 (en) 1991-04-17 1991-04-17 Construction beam main bar stopper

Country Status (1)

Country Link
JP (1) JP2503252Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6485720B1 (en) * 2018-08-10 2019-03-20 株式会社デプロ Reinforcing member

Also Published As

Publication number Publication date
JPH0596244U (en) 1993-12-27

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