JPH0249315Y2 - - Google Patents

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Publication number
JPH0249315Y2
JPH0249315Y2 JP19435184U JP19435184U JPH0249315Y2 JP H0249315 Y2 JPH0249315 Y2 JP H0249315Y2 JP 19435184 U JP19435184 U JP 19435184U JP 19435184 U JP19435184 U JP 19435184U JP H0249315 Y2 JPH0249315 Y2 JP H0249315Y2
Authority
JP
Japan
Prior art keywords
hanger rail
rail
tool
reinforcing bar
hanger
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
Application number
JP19435184U
Other languages
Japanese (ja)
Other versions
JPS61108759U (en
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 filed Critical
Priority to JP19435184U priority Critical patent/JPH0249315Y2/ja
Publication of JPS61108759U publication Critical patent/JPS61108759U/ja
Application granted granted Critical
Publication of JPH0249315Y2 publication Critical patent/JPH0249315Y2/ja
Expired legal-status Critical Current

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  • Holders For Apparel And Elements Relating To Apparel (AREA)
  • Display Racks (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、柱鉄筋の接合に用いる機械継手の圧
着器等接合工具を組立柱鉄筋の外周の任意の位置
に容易に移動できるようにした鉄筋接合工具の吊
持具に関する。
[Detailed description of the invention] (Industrial application field) The invention makes it possible to easily move a joining tool such as a crimper of a mechanical joint used for joining column reinforcing bars to any position on the outer periphery of assembled column reinforcing bars. This article relates to a hanging tool for reinforcing bar joining tools.

(従来の技術) 鉄筋コンクリート造柱における柱鉄筋の接合と
しては、圧着器や締付器等の接合工具によつて継
手スリーブ等機械継手部材を固定するという機械
的物理的接合方法がとられている例が多い。この
種の接合工具は重量があるため、これを作業者2
人が持つて接合作業を行つている。通常の柱鉄筋
接合では、柱1本当り少なくとも4ケ所から12ケ
所の接合を行う必要があるので、作業者が工具を
手に保持しつつ接合作業を連続して行うには負担
が大きい。そのため従来、接合工具を保持台上に
乗せたり、ロープの上端のフツクを柱のフープに
引掛けて吊り下げ、接合時のみ工具を手に持つて
作業を行つている。
(Prior art) For joining column reinforcing bars in reinforced concrete columns, a mechanical and physical joining method is used in which mechanical joint members such as joint sleeves are fixed using joining tools such as crimpers and tighteners. There are many examples. This type of welding tool is heavy, so two workers
The joining work is carried out by people. In normal column reinforcing joints, it is necessary to connect at least 4 to 12 locations per column, so it is a heavy burden for workers to continuously perform the joining work while holding tools in their hands. Conventionally, therefore, the welding tool is placed on a holding stand, or the hook at the upper end of the rope is hung from a hoop on a post, and the tool is held in the hand only during welding.

(考案が解決しようとする問題点) 柱鉄筋接合の場合は、構造上の理由から端から
順に接合するのではなく、平面上で第1位の接合
位置と第2位の接合位置とが常に対角の位置とな
るように移動しながら接合しなければならないた
め、簡単な操作で自由に接合工具を移動させるこ
とが望まれている。しかしながら保持台を利用す
る第1従来例では、保持台を移動する手間がかか
り、またロープを利用して吊下げる第2従来例で
は、移動するごとにフツクを取付け取外し操作を
必要とし、いずれの例でも上記要求を満たすこと
ができない。
(Problem that the invention aims to solve) When connecting column reinforcing bars, for structural reasons, they are not joined sequentially from the ends, but the first and second joint positions are always aligned on a plane. Since welding must be performed while moving to diagonal positions, it is desired that the welding tool be moved freely with simple operations. However, in the first conventional example that uses a holding stand, it takes time and effort to move the holding stand, and in the second conventional example that suspends it using a rope, it is necessary to attach and remove the hook each time it is moved. Even the above example cannot satisfy the above requirements.

本考案の目的は組立柱鉄筋の周辺の任意の位置
へ接合工具を簡単かつ自由に移動できるようにす
ることにある。
The purpose of the present invention is to enable the joining tool to be easily and freely moved to any position around the assembled column reinforcing bars.

(問題点を解決するための手段) 本考案の鉄筋接合工具の吊持具は組立柱鉄筋P
の外周を囲む形状、例えば円形、四角形等からな
るハンガーレール1を具備している。ハンガーレ
ール1にはこのハンガーレールを組立柱鉄筋Pに
水平に吊持固定するための吊持固定手段5,7を
設けている。ハンガーレール1には接合工具14
を支持する工具支持体9が垂下しており、この支
持体の一端部に設けた走行部9aがハンガーレー
ルに沿つて走行自在であり、他端部で接合工具を
支持している。
(Means for solving the problem) The lifting holder of the reinforcing bar joining tool of the present invention is
The hanger rail 1 is provided with a hanger rail 1 having a shape surrounding the outer periphery, for example, circular or rectangular. The hanger rail 1 is provided with hanging and fixing means 5 and 7 for horizontally suspending and fixing the hanger rail to the assembly column reinforcement P. A joining tool 14 is attached to the hanger rail 1.
A tool support 9 that supports the tool hangs down, and a running portion 9a provided at one end of the support is movable along the hanger rail, and supports the welding tool at the other end.

(作用) 組立柱鉄筋Pの外周を囲むようにセツトしたハ
ンガーレール1を吊持固定手段5,7で組立柱鉄
筋に水平に吊り上げ、固定し、この状態で接合工
具14を組立柱鉄筋の囲りを移動させると、支持
体9の走行部9aがハンガーレール1を走行す
る。この走行により、接合工具14が組立柱鉄筋
Pの外周の任意の位置移動が可能となる。
(Function) The hanger rail 1 set so as to surround the outer periphery of the assembled column reinforcing bar P is hoisted and fixed horizontally to the assembled column reinforcing bar by the lifting and fixing means 5 and 7, and in this state, the joining tool 14 is attached to the surrounding of the assembled column reinforcing bar. When the hanger rail 1 is moved, the running portion 9a of the support body 9 runs on the hanger rail 1. This traveling allows the joining tool 14 to move to any position on the outer periphery of the assembled column reinforcing bar P.

(実施例) 以下本考案の実施例を図面を参照して説明す
る。
(Example) Examples of the present invention will be described below with reference to the drawings.

第1,2図において、吊持具におけるハンガー
レール1はパイプによつて円形に形成したもの
で、レールの内径は組立柱鉄筋P(第5図)の外
周を囲むに十分な長さであり、さらにパイプの下
部中央部にパイプ内に達するガイド溝1aが全周
に亘つて設けてある。ハンガーレール1は半円形
のレール体を2個組合せたもので、両レール体の
端部の突合せ部分は接続板2とフツク3とからな
る接続手段により分離可能に接続してある。接続
板2は、第1図に示すようにその後端のピン4を
回転中心として一方のレール体に取り付けてあ
り、先端部に設けた掛止溝2aが他方のレール体
の外側に突設したフツク3に掛止め可能である。
In Figures 1 and 2, the hanger rail 1 in the hanging fixture is formed into a circular shape by a pipe, and the inner diameter of the rail is long enough to surround the outer periphery of the assembly column reinforcing bar P (Figure 5). Furthermore, a guide groove 1a is provided at the lower central portion of the pipe all around the pipe, reaching into the pipe. The hanger rail 1 is a combination of two semicircular rail bodies, and the abutting portions of the ends of both rail bodies are separably connected by a connecting means consisting of a connecting plate 2 and a hook 3. As shown in Fig. 1, the connecting plate 2 is attached to one rail body with a pin 4 at the rear end as the center of rotation, and a latching groove 2a provided at the tip protrudes from the outside of the other rail body. It can be hung on the hook 3.

またハンガーレール1の上周面の4個所には等
間隔を置いてハンガー5が取り付けてあり、この
ハンガーがハンガーレール1を水平に吊持する。
各ハンガー5はターンバツクル5aを具備し、ハ
ンガーレール1の水平高さを調整可能としてい
る。ハンガー5の下端に設けた支持板5bはハン
ガーレール1の上部に固着した取付板5cに支持
ピン6を回転中心として取り付けてある。ハンガ
ー5の上端にはフツク5dが形成してあり、この
フツクの基部側は「へ」の字状に折曲してある。
Further, hangers 5 are attached to four locations on the upper peripheral surface of the hanger rail 1 at equal intervals, and these hangers suspend the hanger rail 1 horizontally.
Each hanger 5 is equipped with a turnbuckle 5a, allowing the horizontal height of the hanger rail 1 to be adjusted. A support plate 5b provided at the lower end of the hanger 5 is attached to a mounting plate 5c fixed to the upper part of the hanger rail 1 with a support pin 6 as the center of rotation. A hook 5d is formed at the upper end of the hanger 5, and the base side of this hook is bent into a ``H'' shape.

さらにハンガーレール1の内周面には取付板5
cと対となるように振止板7が水平状態に取り付
けてあり、この振止板と取付板とが直交してい
る。振止板7の一端(第2図右側)はハンガーレ
ール1に固着した振止基板7aに支持ピン8に固
定してあり、このピンは基板に設けた長穴7a1
を水平方向に移動可能であり、このため振止板7
の長さ調整ができる。振止板7の他端には平面半
円弧の当板7bが設けてあり、この当板は組立柱
鉄筋Pのコーナー柱鉄筋Pa(第5図)の外周面に
当てる。
Furthermore, a mounting plate 5 is provided on the inner peripheral surface of the hanger rail 1.
A steady plate 7 is installed in a horizontal state to be paired with c, and this steady plate and the mounting plate are perpendicular to each other. One end of the steady plate 7 (right side in Figure 2) is fixed to a support pin 8 on a steady plate 7a fixed to the hanger rail 1, and this pin moves horizontally within a long hole 7a1 provided in the board. possible, and for this reason the steady plate 7
The length can be adjusted. The other end of the steady plate 7 is provided with a planar semi-circular contact plate 7b, which is brought into contact with the outer peripheral surface of the corner column reinforcing bar Pa (FIG. 5) of the assembled column reinforcing bar P.

また第3,4図に示すようにハンガーレール1
からはこのレールに沿つて走行する吊板9が垂下
している。吊板9は上端部の走行部9aがハンガ
ーレール1を構成するパイプ内に走行自在に位置
し、下端部側がパイプのガイド溝1aから下方へ
垂下している。吊板9の上端部は十字状となつて
おり、軸受板10の中央部に吊板の安定走行を図
るためのガイドローラ11が軸12により支持し
てある。軸受板の両側に配設した他の軸受板10
a,10a間に吊板9の横振れを防ぐためのガイ
ドローラ11a,11aが軸12a,12aを介
してそれぞれ水平状態に取り付けてあり、上記各
ローラ11,11aはいずれもパイプ内を摺動自
在である。吊板9の下端には掛止穴9bが設けて
あり、この穴に支持部材13の上端を掛止めて、
支持部材の下端で接合工具である圧着具14を吊
り下げる(第5図)。
In addition, as shown in Figures 3 and 4, the hanger rail 1
A hanging plate 9 that runs along this rail hangs down from the rail. A running portion 9a at the upper end of the hanging plate 9 is positioned so as to be able to run freely within the pipe constituting the hanger rail 1, and a lower end thereof hangs downward from the guide groove 1a of the pipe. The upper end of the hanging plate 9 is cross-shaped, and a guide roller 11 is supported by a shaft 12 in the center of the bearing plate 10 to ensure stable running of the hanging plate. Other bearing plates 10 arranged on both sides of the bearing plate
Guide rollers 11a and 11a are installed horizontally between a and 10a via shafts 12a and 12a, respectively, to prevent horizontal vibration of the hanging plate 9, and each of the rollers 11 and 11a slides inside the pipe. It is free. A latching hole 9b is provided at the lower end of the hanging plate 9, and the upper end of the support member 13 is latched to this hole.
A crimping tool 14, which is a joining tool, is suspended from the lower end of the support member (FIG. 5).

次に使用方法について説明する。 Next, how to use it will be explained.

分割したハンガーレール1の一方又は双方のレ
ール体のパイプ内に使用する圧着具14の数に応
じた数の吊板9の走行部9aを挿入しておいてか
ら、各レール体を組立柱鉄筋Pの外側から囲み、
レール体の突合せ部分を、接続板2をフツク3に
掛止めることにより接続してリング状のハンガー
レールに組立てる。そして第5図に示すようにレ
ール1を所定高さまで持上げてから、各ハンガー
5をコーナー柱鉄筋Paに対向させて、各フツク
5dをその柱鉄筋に掛止め、ターンバツクル5a
を適宜まわしてハンガーレール1の水平高さを調
整する。この調整作業と並行して、振止板7の当
板7bをコーナーの柱鉄筋Paに当てつつ振止板
の長さ調整を行う。その後、レール1より垂下し
ている支持部材13の下端に圧着具14を取り付
けて、レールより吊り下げる。そして第1位の柱
鉄筋Pa,Pb(第5図)の突合せ部分間に下方の柱
鉄筋Pb側から継手スリーブSを移動させて、そ
の後吊板9から圧着具を外し、圧着具を作業者が
持つてスリーブSを圧着して、第1位の鉄筋間を
接合する。接合後は圧着具14を吊板9に吊り下
げ、吊り下げ状態で第2位の鉄筋まで移動し、そ
こで下方の鉄筋のスリーブを突合せ部分まで上昇
させて、上記と同様の手順で接合する。第3位以
下の鉄筋の接合の場合も同様にして行う。圧着具
14の位置移動は、ハンガーレール1に沿つて行
われるが、この移動に伴つて吊板9が引張られ
て、ローラ11,11aはレールパイプ内を摺動
する。
After inserting the running portions 9a of the hanging plates 9 in the number corresponding to the number of crimping tools 14 to be used into the pipes of one or both rail bodies of the divided hanger rail 1, each rail body is attached to the assembly column reinforcing bars. Encircle from the outside of P,
The abutting parts of the rail body are connected by hooking the connecting plate 2 to the hook 3 to assemble it into a ring-shaped hanger rail. Then, as shown in FIG. 5, after lifting the rail 1 to a predetermined height, each hanger 5 is opposed to the corner column reinforcing bar Pa, each hook 5d is hooked to the column reinforcing bar, and the turnbuckle 5a is
Adjust the horizontal height of the hanger rail 1 by turning appropriately. In parallel with this adjustment work, the length of the steady rest plate is adjusted while applying the stop plate 7b of the steady rest plate 7 to the column reinforcement Pa at the corner. Thereafter, a crimping tool 14 is attached to the lower end of the support member 13 hanging down from the rail 1, and the support member 13 is suspended from the rail. Then, the joint sleeve S is moved from the lower column reinforcing bar Pb side between the butt parts of the first column reinforcing bars Pa and Pb (Fig. 5), and then the crimping tool is removed from the hanging plate 9, and the crimping tool is moved by the worker. hold it and crimp the sleeve S to join the first reinforcing bars. After joining, the crimping tool 14 is suspended from the hanging plate 9, and moved to the second reinforcing bar in the suspended state, where the sleeve of the lower reinforcing bar is raised to the abutting part, and joining is performed in the same manner as above. The same procedure is used for joining reinforcing bars of the 3rd place and below. The position of the crimping tool 14 is moved along the hanger rail 1, and with this movement, the hanging plate 9 is pulled, and the rollers 11 and 11a slide within the rail pipe.

上例では、第5図に示すようにハンガー5のフ
ツク5dの基部を柱鉄筋側に折曲し、振止板7を
水平に設けてあるので、圧着具14を吊り下げた
際、イの方向の応力をロの引張とハの圧縮力とに
変えることができ、柱鉄筋への水平方向の力がか
かり、フーブへかかる垂直力を極力少なくするこ
とができ、フープを通常のなまし鉄線による結束
程度の保持方法で十分に耐えられ、必ずしもフー
プを溶接する必要がない。なお、柱鉄筋へ横力が
かかることになるが、柱鉄筋は一般に太くかつ耐
力があるため鉄筋に応力を負担させても支障は生
じない。
In the above example, as shown in FIG. 5, the base of the hook 5d of the hanger 5 is bent toward the column reinforcing bar, and the steady plate 7 is provided horizontally, so that when the crimping tool 14 is hung, It is possible to convert the stress in the direction into tensile force (b) and compressive force (c), which applies horizontal force to the column reinforcement, and minimizes the vertical force applied to the hoop. It is sufficient to hold the hoop in place by just tying it with the hoop, and there is no need to weld the hoop. Note that lateral force will be applied to the column reinforcing bars, but since column reinforcing bars are generally thick and have a high strength, no problem will occur even if stress is applied to the reinforcing bars.

また上例では、ハンガー5と振止板7とはいず
れもレール1に対して支持ピン6,8によるピン
接合であるので、ハンガー及び振止板の角度調整
が自在となり、圧着具14を吊り下げると自動的
に双方が安定した角度に調整される。
Furthermore, in the above example, the hanger 5 and the steady plate 7 are both pin-joined to the rail 1 by the support pins 6 and 8, so the angles of the hanger and the steady plate can be adjusted freely, and the crimping tool 14 can be suspended. When lowered, both sides are automatically adjusted to a stable angle.

さらにハンガーレール1が分離可能であるか
ら、組立柱鉄筋Pに対するハンガーレールのセツ
トが容易となり、かつ運搬、保管に便利となる。
Furthermore, since the hanger rail 1 is separable, it is easy to set the hanger rail to the assembly column reinforcing bar P, and it is convenient to transport and store.

ハンガーレールを半円のレール体の組合せとす
る場合、第6図に示すように両レール体の一端側
をヒンジ15で接続し、他端側を上例と同一構成
の接続板16とフツク17で接続してもよい。
When the hanger rail is a combination of semicircular rail bodies, one end of both rail bodies is connected by a hinge 15 as shown in FIG. You can also connect with

勿論、ハンガーレール1は、上記各例に示すよ
うに分解可能にすることを必要不可欠な要件とす
るものではない。
Of course, it is not essential that the hanger rail 1 be disassembled as shown in each of the above examples.

なお、振止板は、ハンガーの構成によつてはハ
ンガーに水平に設けてもよく、必ずしもハンガー
レールに設けることを要しない。
Note that the steady plate may be provided horizontally on the hanger depending on the configuration of the hanger, and does not necessarily need to be provided on the hanger rail.

ハンガーレールは上例では走行部9aが内部を
移動できるようにパイプで構成したが、走行部が
走行できる限り、パイプに限定するものではな
い。
In the above example, the hanger rail is constructed of a pipe so that the running section 9a can move therein, but it is not limited to a pipe as long as the running section can move.

ハンガーレールに設けるガイド溝1aは上例で
は下方内径側位置に設けているが工具支持体9お
よび走行部9aの形状に合わせて、ハンガーレー
ルの適宜の位置に設ければ良いものである。
Although the guide groove 1a provided in the hanger rail is provided at the lower inner diameter side position in the above example, it may be provided at an appropriate position of the hanger rail according to the shapes of the tool support 9 and the running portion 9a.

(考案の効果) 本考案によれば、柱周辺の任意の位置へ接合工
具を簡単かつ自由に移動でき、接合作業の迅速化
が図れ、しかも同時に複数台の接合工具を1人の
作業者又は複数の作業者で接合作業をすることが
でき、作業の時間の短縮を図ることができる。
(Effects of the invention) According to the invention, the joining tool can be easily and freely moved to any position around the column, speeding up the joining work, and moreover, multiple joining tools can be operated simultaneously by one worker or The joining work can be performed by multiple workers, and the work time can be shortened.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は要部の斜視図であつて、接続手段を拡
大している図、第2図は第1図−線拡大断面
図、第3図は吊板の取付け状態を示す拡大正面
図、第4図は第3図−線断面図、第5図はハ
ンガーレールの使用状態を示す正面図、第6図は
ハンガーレールの他の実施例の平面図である。 1……ハンガーレール、5,7……吊持固定手
段、9……工具支持体、9a……走行部、14…
…接合工具、P……組立柱鉄筋。
FIG. 1 is a perspective view of the main parts, and is an enlarged view of the connection means, FIG. 2 is an enlarged sectional view taken along the line of FIG. 1, and FIG. 3 is an enlarged front view showing how the hanging plate is attached. 4 is a sectional view taken along the line of FIG. 3, FIG. 5 is a front view showing how the hanger rail is used, and FIG. 6 is a plan view of another embodiment of the hanger rail. DESCRIPTION OF SYMBOLS 1... Hanger rail, 5, 7... Hanging and fixing means, 9... Tool support, 9a... Running part, 14...
…Joining tool, P…Assembling column reinforcement.

Claims (1)

【実用新案登録請求の範囲】 組立柱鉄筋を囲む形状からなるハンガーレール
と、 このハンガーレールを上記組立柱鉄筋に水平に
吊持固定する吊持固定手段と、 一端部に設けた走行部が上記ハンガーレールを
走行自在であつて、他端側がハンガーレール外方
で鉄筋接合工具を吊持する工具支持体と を具備する鉄筋接合工具の吊持具。
[Scope of Claim for Utility Model Registration] A hanger rail having a shape surrounding an assembly column reinforcing bar, a hanging and fixing means for horizontally suspending and fixing the hanger rail to the assembly column reinforcing bar, and a running section provided at one end of the above A hanging tool for a reinforcing bar joining tool that can freely run on a hanger rail and includes a tool support for suspending the reinforcing bar joining tool at the other end outside the hanger rail.
JP19435184U 1984-12-24 1984-12-24 Expired JPH0249315Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19435184U JPH0249315Y2 (en) 1984-12-24 1984-12-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19435184U JPH0249315Y2 (en) 1984-12-24 1984-12-24

Publications (2)

Publication Number Publication Date
JPS61108759U JPS61108759U (en) 1986-07-10
JPH0249315Y2 true JPH0249315Y2 (en) 1990-12-26

Family

ID=30751800

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19435184U Expired JPH0249315Y2 (en) 1984-12-24 1984-12-24

Country Status (1)

Country Link
JP (1) JPH0249315Y2 (en)

Also Published As

Publication number Publication date
JPS61108759U (en) 1986-07-10

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