JP2599368Y2 - Column rebar lifting jig - Google Patents

Column rebar lifting jig

Info

Publication number
JP2599368Y2
JP2599368Y2 JP1993069075U JP6907593U JP2599368Y2 JP 2599368 Y2 JP2599368 Y2 JP 2599368Y2 JP 1993069075 U JP1993069075 U JP 1993069075U JP 6907593 U JP6907593 U JP 6907593U JP 2599368 Y2 JP2599368 Y2 JP 2599368Y2
Authority
JP
Japan
Prior art keywords
jig
reinforcing bar
column
column reinforcing
upper body
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 - Fee Related
Application number
JP1993069075U
Other languages
Japanese (ja)
Other versions
JPH0738442U (en
Inventor
通夫 鈴木
広隆 沢井
道明 村中
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP1993069075U priority Critical patent/JP2599368Y2/en
Publication of JPH0738442U publication Critical patent/JPH0738442U/en
Application granted granted Critical
Publication of JP2599368Y2 publication Critical patent/JP2599368Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本考案は、鉄筋コンクリート建築
物の鉄筋工事において、一階分の柱鉄筋を地上で先組可
能とすると共に、足場の組立ておよび高所作業を不要と
する、柱鉄筋吊上げ治具に関するものである。
The present invention relates to a rebar construction for a reinforced concrete building, in which a single-story column rebar can be pre-assembled on the ground, and the need for assembling a scaffold and working at heights is eliminated. It is related to a jig.

【0002】[0002]

【従来の技術】従来、鉄筋コンクリート建築における鉄
筋工事では、上下の柱鉄筋の連結は、作業員が垂直方向
に位置する主筋を一本づつ圧接して連結した後、別の作
業員が柱鉄筋の周囲に組んだ足場上で、その連結した主
筋に水平方向にフープ筋を巻き付けることによって行っ
ている。
2. Description of the Related Art Conventionally, in steel bar construction in a reinforced concrete building, upper and lower column bars are connected by pressing one main bar located in a vertical direction one by one, and then another worker connects the column bars. This is done by wrapping hoop muscles horizontally around the connected main muscles on a scaffolding around them.

【0003】又、最近では柱鉄筋の内、四隅の主筋をネ
ジ継手とし、残りの主筋を重ね継手にすることにより、
柱鉄筋を地上で先組する手段も考えられている。
[0003] Recently, the main reinforcements at the four corners of the column reinforcement are made threaded joints, and the remaining main reinforcements are made lap joints.
Means for pre-assembly of column reinforcement on the ground are also being considered.

【0004】[0004]

【考案が解決しようとする課題】しかし、前記二つの従
来技術においては、柱鉄筋の周りに足場を組む作業が必
要であると共に、足場上で危険を伴う作業を行う必要が
ある。又、主筋を重ね継手とした従来技術にあっては、
重ね継手としたことにより主筋間のあき(空間)が不足
して、その部分へのコンクリートの充填が不十分となる
といった問題がある。
However, in the above two prior arts, it is necessary to assemble a scaffold around the column reinforcing bar, and it is necessary to perform dangerous work on the scaffold. Also, in the prior art in which the main reinforcement is a lap joint,
The use of a lap joint causes a problem that the space (space) between the main reinforcing bars is insufficient, and that portion is insufficiently filled with concrete.

【0005】本考案は、こうした問題に鑑み創案された
もので、柱鉄筋の先組を可能とし、足場の組立ておよび
高所作業を不要とし、さらに主筋間のあきも充分にとる
ことができる鉄筋吊上げ用の治具を提供することを目的
とする。
[0005] The present invention has been made in view of the above-mentioned problems, and it is possible to pre-assemble column reinforcing bars, to eliminate the need for assembling scaffolds and work at heights, and to provide a sufficient space between main reinforcing bars. An object is to provide a lifting jig.

【0006】[0006]

【課題を解決するための手段】そのための手段として、
本考案は下治具1と上治具2とで構成した。下治具1
は、地上で先組された柱鉄筋3の下端部を内外から着脱
自在に挟持する内部材5および外部材6から成る挟持部
材4と、挟持部材4に形成された締結部材7が遊びをも
って挿通するルーズ穴8と、挟持部材4に吊上げ用の玉
掛けワイヤー9が組付くべく形成された複数の組付き部
10とから構成した。
Means for Solving the Problems As means for that,
The present invention comprises a lower jig 1 and an upper jig 2. Lower jig 1
The holding member 4 includes an inner member 5 and an outer member 6 for detachably holding the lower end portion of the pillar reinforcing bar 3 assembled on the ground from inside and outside, and a fastening member 7 formed on the holding member 4 is inserted with play. Loose holes 8 and a plurality of assembling portions formed to assemble lifting sling wires 9 to the holding member 4.
It consisted of 10 and.

【0007】そして上治具2は、柱鉄筋3の上端部に、
柱鉄筋3に着脱自在に組付くべく挿着部を有する上本体
12と、上本体12の外端部に吊上げ用の玉掛けワイヤー9
が係合すべく設けられた複数の係合部13と、上本体12の
外端部に下治具1の組付き部10に組付いた玉掛けワイヤ
ー9の上端部が挿通すべく形成された複数の案内部14と
から構成した。
The upper jig 2 is provided at the upper end of the column reinforcing bar 3.
An upper body having an insertion portion for detachably attaching to the column reinforcing bar 3
12 and a slinging wire 9 for lifting at the outer end of the upper body 12.
The upper end of the slinging wire 9 assembled to the assembling portion 10 of the lower jig 1 is formed so as to be inserted into the outer end of the upper body 12 and the plurality of engaging portions 13 provided to engage with each other. It comprises a plurality of guide portions 14.

【0008】なお、下治具1の内部材5と外部材6をア
ングル材で構成すると共に組付き部10を前記アングル材
に形成した穴で構成し、上治具2の上本体12を柱鉄筋3
を内側から支持するアングル材で構成し、遊嵌部11を該
アングル材からパイプ材をループ状に突出して構成し、
案内部14を該アングル材に金属材15を架設して形成した
空間で構成し、さらに係合部13をシャックルで構成する
ことができる。
The inner member 5 and the outer member 6 of the lower jig 1 are made of an angle material, the assembling part 10 is made of a hole formed in the angle material, and the upper body 12 of the upper jig 2 is made of a pillar. Reinforcing bar 3
Is constituted by an angle material supporting from the inside, and the loose fitting portion 11 is constituted by projecting a pipe material from the angle material in a loop shape,
The guide portion 14 can be constituted by a space formed by extending the metal member 15 on the angle member, and the engaging portion 13 can be constituted by a shackle.

【0009】[0009]

【作用】本考案に係る治具によって柱鉄筋3を吊り上げ
下の柱鉄筋3に連結するには、まず、図1に示すよう
に、先組を完了して地上に横たわる柱鉄筋3の下端部に
下治具1を組付けると共に上端部に上治具2を組付け
る。下治具1の組付けは、図3および図4に示すよう
に、内部材5と外部材6とで主筋17を内外から挟持し各
ルーズ穴8にそれぞれ締結部材7を挿通して締め付ける
ことによって行う。上治具2の取付けは、図5および図
6に示すように、上本体12を柱鉄筋3の上端部に沿わせ
る形態で支持する。このとき、各遊嵌部11にそれぞれ主
筋17を挿通して支持の安定を図る。
In order to connect the column reinforcing bar 3 to the suspended column reinforcing bar 3 with the jig according to the present invention, first, as shown in FIG. The lower jig 1 is mounted on the upper jig and the upper jig 2 is mounted on the upper end. As shown in FIGS. 3 and 4, the lower jig 1 is assembled by clamping the main reinforcement 17 between the inner member 5 and the outer member 6 from inside and outside, and inserting and tightening the fastening members 7 into the respective loose holes 8. Done by As shown in FIGS. 5 and 6, the upper jig 2 is supported by supporting the upper main body 12 along the upper end of the column reinforcing bar 3. At this time, the main bars 17 are inserted into the respective loose fitting portions 11 to stabilize the support.

【0010】下治具1と上治具2の取付けが完了したの
ち揚重機の複数の玉掛けワイヤー9を下治具1の複数の
組付き部10にそれぞれ組付ける。この複数の玉掛けワイ
ヤー9は、それぞれ柱鉄筋3上端部に形成された複数の
案内部14を通して組付き部10に組付ける必要がある。
又、これと前後して上治具2の各係合部13に揚重機から
の別の玉掛けワイヤー9をそれぞれ係合させる。
After the attachment of the lower jig 1 and the upper jig 2 is completed, a plurality of slinging wires 9 of the hoist are assembled to the plurality of assembling portions 10 of the lower jig 1, respectively. The plurality of slinging wires 9 need to be assembled to the assembling portion 10 through the plurality of guide portions 14 formed at the upper end of the column reinforcing bar 3, respectively.
Further, before and after this, another slinging wire 9 from the hoisting machine is engaged with each engaging portion 13 of the upper jig 2.

【0011】下治具1および上治具2と玉掛けワイヤー
9との係合が完了後、図2に示すように、揚重機により
玉掛けワイヤー9を吊り上げる。この吊上げは、下治具
1と上治具2との相互作用によって達成される。すなわ
ち、吊上げ力は下治具1を介して柱鉄筋3の下端部に作
用し、柱鉄筋3が吊り上げられる。この際、下治具1に
係合している玉掛けワイヤー9の上部は上治具2の外端
部に形成された案内部14を挿通しているので、当該玉掛
けワイヤー9が柱鉄筋3上端部の外端部を支持した状態
で吊り上げる状態となり、よって柱鉄筋3を安定した姿
勢で吊り上げることができる。なお、上治具2は柱鉄筋
3と遊嵌状態にあるので柱鉄筋3に吊り上げ力を伝達し
ない。
After the engagement between the lower jig 1 and the upper jig 2 and the slinging wire 9 is completed, the slinging wire 9 is lifted by a hoist as shown in FIG. This lifting is achieved by the interaction between the lower jig 1 and the upper jig 2. That is, the lifting force acts on the lower end of the column reinforcing bar 3 via the lower jig 1, and the column reinforcing bar 3 is lifted. At this time, since the upper part of the slinging wire 9 engaged with the lower jig 1 is inserted through the guide portion 14 formed at the outer end of the upper jig 2, the slinging wire 9 is moved to the upper end of the column rebar 3. It becomes a state of being lifted while supporting the outer end of the portion, and thus the column rebar 3 can be lifted in a stable posture. Since the upper jig 2 is in a loosely fitted state with the column reinforcing bar 3, it does not transmit a lifting force to the column reinforcing bar 3.

【0012】玉掛けワイヤー9を充分吊上げ、柱鉄筋3
を垂直姿勢にした後、下位の柱鉄筋3の直上に移動する
(図2参照)。この状態で各主筋17をそれに対応する下
位の主筋17の上端面に合致させ作業員による圧接作業を
行い上下の柱鉄筋3を連結する。上位の主筋17と下位の
主筋17とがずれて合致しない場合には締結部材7を緩め
て主筋17を左右に移動させて合致させるが、この場合に
主筋17が締結部材7に当たることがあっても、本考案に
おいては、締結部材7を挿通する穴をルーズ穴8として
いるので締結部材7を左右に逃がすことができ、よって
主筋17同士を確実かつ正確に合致させることができる。
The slinging wire 9 is sufficiently lifted, and the column reinforcing bar 3
Is moved to a position just above the lower column rebar 3 (see FIG. 2). In this state, the main reinforcing bars 17 are aligned with the upper end surfaces of the lower main reinforcing bars 17 corresponding to the main reinforcing bars 17, and a worker presses the upper reinforcing bar 17 to connect the upper and lower column reinforcing bars 3. If the upper main bar 17 and the lower main bar 17 are displaced and do not coincide with each other, the fastening member 7 is loosened and the main bar 17 is moved right and left to match. However, in this case, the main bar 17 may hit the fastening member 7. However, in the present invention, since the hole through which the fastening member 7 is inserted is formed as the loose hole 8, the fastening member 7 can escape to the left and right, so that the main reinforcing bars 17 can be surely and accurately matched.

【0013】上下の柱鉄筋3の連結が完了あるいはある
程度完了すると、玉掛けワイヤー9を挟持部材4から外
すと共に、挟持部材4を挟持している締結部材7を取り
外して挟持部材4を柱鉄筋3から取り除く。次に、揚重
機を作動して玉掛けワイヤー9を吊り上げる。この際、
別の玉掛けワイヤー9には上治具2が係合しており、よ
ってこの上治具2は吊り上げられることによって柱鉄筋
3から取り外される。柱鉄筋3は上治具2の遊嵌部11に
単に遊嵌した状態で位置しているので、玉掛けワイヤー
9を吊り上げることによって柱鉄筋3から容易に離脱す
る。
When the connection of the upper and lower column reinforcing bars 3 is completed or completed to some extent, the slinging wire 9 is detached from the holding member 4, and the fastening member 7 holding the holding member 4 is removed to remove the holding member 4 from the column reinforcing bar 3. remove. Next, the lifting machine is operated to lift the slinging wire 9. On this occasion,
The upper jig 2 is engaged with another slinging wire 9, and thus the upper jig 2 is detached from the column reinforcing bar 3 by being lifted up. Since the column reinforcing bar 3 is simply loosely fitted to the loose fitting portion 11 of the upper jig 2, the column reinforcing bar 3 is easily separated from the column reinforcing bar 3 by lifting the slinging wire 9.

【0014】[0014]

【実施例】本考案の一実施例を、図3〜図6に示す。本
実施例における下治具1(図3、4)は、主筋17の外周
にフープ筋18を巻いて組立てた四角柱形状の柱鉄筋3に
対応した平面四角形状で、四対の挟持部材4のそれぞれ
に締結部材7(ボルト)が挿通するルーズ穴(長穴)8
を形成すると共に、揚重機のフックとの係合を達成する
組付き部10を形成することによって構成している。この
挟持部材4は、主筋17を内側から挟持する内部材5と外
側から挟持する外部材6とで構成し、各内部材5と外部
材6はそれぞれアングル材で構成している。組付き部10
は、四対の挟持部材4のうち、下位に位置する二対の挟
持部材4にフックが係合する穴を形成することによって
構成している。
3 to 6 show an embodiment of the present invention. The lower jig 1 (FIGS. 3 and 4) according to the present embodiment is a flat quadrangular shape corresponding to a quadrangular columnar rebar 3 assembled by winding a hoop bar 18 around the outer periphery of a main bar 17, and four pairs of holding members 4 are provided. Loose holes (elongated holes) 8 through which fastening members 7 (bolts) are inserted
And an assembling portion 10 for achieving engagement with the hook of the lifting machine. The holding member 4 includes an inner member 5 for holding the main bar 17 from the inside and an outer member 6 for holding the main bar 17 from the outside. Each of the inner member 5 and the outer member 6 is formed of an angle material. Assembling part 10
Is formed by forming a hole in which the hook is engaged with two pairs of the lower holding members 4 of the four pairs of the holding members 4.

【0015】本実施例における上治具2は、柱鉄筋3の
形状に対応した平面四角形状でアングル材で構成した上
本体12に、案内部14、遊嵌部11および係合部13を設けて
構成し、その外端面が主筋17の内面に当接すべく設定し
ている。案内部14は、上本体12の四隅内側に金属材(丸
鋼)15を懸架して形成した空間で構成している。遊嵌部
11は、上本体12の四隅外側に丸パイプをU字状に突設し
て構成している。又、係合部13は上本体12四隅の上面に
逆U字状のシャックルを立設することによって構成して
いる。
The upper jig 2 in this embodiment is provided with a guide portion 14, a loose fitting portion 11 and an engaging portion 13 on an upper body 12 which is formed of an angled material in a plane square shape corresponding to the shape of the column reinforcing bar 3. The outer end surface is set so as to contact the inner surface of the main bar 17. The guide portion 14 is formed of a space formed by suspending a metal material (round steel) 15 inside the four corners of the upper main body 12. Loose fitting
Reference numeral 11 denotes a configuration in which a round pipe is protrudingly provided in a U-shape outside the four corners of the upper body 12. Further, the engaging portion 13 is formed by standing upside-down U-shaped shackles on the upper surface of the four corners of the upper body 12.

【0016】こうした構成における本考案の治具を使用
して、図1および図2に示す如く、地上で先組された柱
鉄筋3を、作用欄で説明した如く揚重機によって吊り上
げるが、吊上げ当初の段階で柱鉄筋3がその自重によっ
て曲がってしまうおそれがある場合には、別の揚重機か
らの補助ワイヤー16を柱鉄筋3の中間部よりやや下位に
係合して吊り上げて柱鉄筋3を宙に浮かした状態とした
後、直立姿勢にするのが好ましい(図2参照)。
Using the jig of the present invention in such a configuration, as shown in FIGS. 1 and 2, the column reinforcing bar 3 pre-assembled on the ground is lifted by the lifting machine as described in the operation section. If there is a possibility that the column reinforcing bar 3 will bend due to its own weight at the stage of the above, the auxiliary wire 16 from another lifting machine is engaged slightly below the intermediate portion of the column reinforcing bar 3 and lifted to lift the column reinforcing bar 3. After being suspended in the air, it is preferable to be in an upright posture (see FIG. 2).

【0017】なお、本実施例においては、上治具2の上
本体12および下治具1の挟持部材4をアングル材で構成
しているが、前記作用を達成できるものであれば良く、
アングル材に限定するものではない。又、係合部13と組
付き部10もフックが係合できる構成であれば良く、穴や
シャックルに限定しない。案内部14、遊嵌部11、締結部
材7も同様に、本実施例に示す構成に限定されるもので
はない。
In this embodiment, the upper body 12 of the upper jig 2 and the holding member 4 of the lower jig 1 are made of an angle material.
It is not limited to angle materials. Also, the engaging portion 13 and the assembling portion 10 need only be configured so that the hook can be engaged, and are not limited to holes or shackles. Similarly, the guide portion 14, the loose fitting portion 11, and the fastening member 7 are not limited to the configuration shown in this embodiment.

【0018】[0018]

【考案の効果】本考案に係る柱鉄筋吊上げ治具は、組み
立てられた柱鉄筋をその形状を維持して吊上げ、下位の
柱鉄筋との連結を可能としたので、柱鉄筋を地上で先組
することができると共に、従来のように足場を組んで高
所作業を行う必要もないので、作業効率の改善と安全作
業の推進を図ることができる。こうした効果は、階高が
高いほど顕著で、工数の減少に伴う大幅な工期短縮を図
ることができる。
[Effects of the Invention] The jig for lifting column reinforcement according to the present invention lifts the assembled column reinforcement while maintaining its shape and enables connection with the lower column reinforcement. In addition to this, since it is not necessary to perform a high-place work by assembling a scaffold as in the related art, it is possible to improve work efficiency and promote safe work. Such an effect is more remarkable as the floor height is higher, and the construction period can be significantly shortened with a decrease in the number of steps.

【0019】又、従来の重ね継手のようにあきが少なく
なり、コンクリートの充填が不十分となってしまうとい
った問題も発生しない。
Further, unlike the conventional lap joint, there is no problem that the space is reduced and the concrete is not sufficiently filled.

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

【図1】本考案に係る治具によって柱鉄筋を吊り上げる
状態を示す一使用例。
FIG. 1 is a use example showing a state in which a column rebar is lifted by a jig according to the present invention.

【図2】本考案に係る治具によって柱鉄筋を吊り上げた
状態を示す一使用例。
FIG. 2 is a use example showing a state in which a column rebar is lifted by a jig according to the present invention.

【図3】本考案の一実施例における下治具を示す平面
図。
FIG. 3 is a plan view showing a lower jig in one embodiment of the present invention.

【図4】図3に示す下治具の側面図。FIG. 4 is a side view of the lower jig shown in FIG. 3;

【図5】本考案の一実施例における上治具を示す平面
図。
FIG. 5 is a plan view showing the upper jig in one embodiment of the present invention.

【図6】図5に示す上治具の側面図。FIG. 6 is a side view of the upper jig shown in FIG. 5;

【符号の説明】[Explanation of symbols]

1 下治具 2 上治具 3 柱鉄筋 4 挟持部材 5 内部材 6 外部材 7 締結部材 8 ルーズ穴 9 玉掛けワイヤー 10 組付き部 11 遊嵌部 12 上本体 13 係合部 14 案内部 15 金属材 16 補助ワイヤー 17 主筋 18 フープ筋 DESCRIPTION OF SYMBOLS 1 Lower jig 2 Upper jig 3 Column rebar 4 Holding member 5 Inner member 6 Outer member 7 Fastening member 8 Loose hole 9 Sling wire 10 Assembling part 11 Free fitting part 12 Upper body 13 Engaging part 14 Guide part 15 Metal material 16 Auxiliary wire 17 Main bar 18 Hoop bar

フロントページの続き (72)考案者 村中 道明 愛知県岩倉市野寄町高島13 明正興業 株式会社内 (58)調査した分野(Int.Cl.6,DB名) E04G 21/16 Continuing on the front page (72) Inventor Michiaki Muranaka 13 Takashima, Noyoro-cho, Iwakura-shi, Aichi Meisho Kogyo Co., Ltd. (58) Field surveyed (Int.Cl. 6 , DB name) E04G 21/16

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 地上で先組された柱鉄筋(3) の下端部を
内外から着脱自在に挟持する内部材(5) および外部材
(6) から成る挟持部材(4) と、該挟持部材(4)に形成さ
れた締結部材(7) が遊びをもって挿通するルーズ穴(8)
と、前記挟持部材(4) に吊上げ用の玉掛けワイヤー(9)
が組付くべく形成された複数の組付き部(10)とから構成
される下治具(1) と、 前記柱鉄筋(3) の上端部に、該柱鉄筋(3) が遊嵌する遊
嵌部(11)を有する上本体(12)と、前記上本体(12)の外端
部に吊上げ用の玉掛けワイヤー(9) が係合すべく設けら
れた複数の係合部(13)と、前記上本体(12)の外端部に前
記下治具(1) の組付き部(10)に組付いた玉掛けワイヤー
(9) の上端部が挿通すべく形成された複数の案内部(14)
とから構成される上治具(2) と、から成る柱鉄筋吊上げ
治具。
An inner member (5) and an outer member for detachably holding a lower end portion of a column reinforcing bar (3) pre-assembled on the ground from inside and outside.
(6) and a loose hole (8) through which a fastening member (7) formed on the holding member (4) is inserted with play.
And a slinging wire (9) for lifting the holding member (4).
A lower jig (1) composed of a plurality of assembling portions (10) formed so as to be assembled, and a loose fitting in which the column reinforcing bar (3) is loosely fitted to the upper end of the column reinforcing bar (3). An upper body (12) having a fitting portion (11), and a plurality of engaging portions (13) provided to engage a slinging wire (9) for lifting at an outer end of the upper body (12). , A sling wire attached to an attachment portion (10) of the lower jig (1) at an outer end of the upper body (12).
A plurality of guides (14) formed so that the upper end of (9) is inserted therethrough
An upper jig (2) composed of: and a column rebar lifting jig composed of:
【請求項2】 下治具(1) の内部材(5) と外部材(6) を
アングル材で構成し、組付き部(10)を前記アングル材に
形成した穴で構成し、 上治具(2) の上本体(12)を柱鉄筋(3) を内側から支持す
るアングル材で構成し、遊嵌部(11)を該アングル材から
パイプ材をループ状に突出して構成し、案内部(14)を該
アングル材に金属材(15)を架設して形成した空間で構成
し、係合部(13)をシャックルで構成して成る請求項1記
載の柱鉄筋吊上げ治具。
2. An inner member (5) and an outer member (6) of a lower jig (1) are formed of an angle material, and an assembling portion (10) is formed of a hole formed in the angle material. The upper body (12) of the tool (2) is composed of an angle material that supports the column reinforcing bar (3) from the inside, and the loose fitting portion (11) is configured by projecting a pipe material from the angle material in a loop shape, and guiding The jig according to claim 1, wherein the portion (14) is constituted by a space formed by extending a metal material (15) on the angle member, and the engaging portion (13) is constituted by a shackle.
JP1993069075U 1993-12-24 1993-12-24 Column rebar lifting jig Expired - Fee Related JP2599368Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993069075U JP2599368Y2 (en) 1993-12-24 1993-12-24 Column rebar lifting jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993069075U JP2599368Y2 (en) 1993-12-24 1993-12-24 Column rebar lifting jig

Publications (2)

Publication Number Publication Date
JPH0738442U JPH0738442U (en) 1995-07-14
JP2599368Y2 true JP2599368Y2 (en) 1999-09-06

Family

ID=13392105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993069075U Expired - Fee Related JP2599368Y2 (en) 1993-12-24 1993-12-24 Column rebar lifting jig

Country Status (1)

Country Link
JP (1) JP2599368Y2 (en)

Also Published As

Publication number Publication date
JPH0738442U (en) 1995-07-14

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