JPS6122116Y2 - - Google Patents

Info

Publication number
JPS6122116Y2
JPS6122116Y2 JP16423581U JP16423581U JPS6122116Y2 JP S6122116 Y2 JPS6122116 Y2 JP S6122116Y2 JP 16423581 U JP16423581 U JP 16423581U JP 16423581 U JP16423581 U JP 16423581U JP S6122116 Y2 JPS6122116 Y2 JP S6122116Y2
Authority
JP
Japan
Prior art keywords
column
rod
shaped
shaped body
arms
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
JP16423581U
Other languages
Japanese (ja)
Other versions
JPS5868529U (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 JP16423581U priority Critical patent/JPS5868529U/en
Publication of JPS5868529U publication Critical patent/JPS5868529U/en
Application granted granted Critical
Publication of JPS6122116Y2 publication Critical patent/JPS6122116Y2/ja
Granted legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 この考案は圧接用柱筋建込み添金物の提供に係
わる。
[Detailed description of the invention] This invention relates to the provision of a column reinforcement reinforcement for pressure welding.

普通、長尺柱筋圧接はコンクリートを打設して
強度の発現した床をば安定した基盤としてビデイ
等を組み足場を設置して、この上にて作業者が上
階分の継足し柱筋を支持しつつとり行なわれる。
Normally, long column reinforcement welding is done by placing concrete on a floor that has developed strength, then using bidays as a stable base and setting up scaffolding, on which workers can add column reinforcements for the upper floors. This will be carried out in support of the

このように圧接作業者の他に、柱筋を保持する
ための作業者が必要であり、この作業者のために
足場の設置が不可欠であるが、これは安定した基
盤上に設置されねばならないからコンクリート打
設前のスラブ型枠等は基盤としては不適当であ
る。
In addition to pressure welding workers, workers are needed to hold the column reinforcements, and it is essential to install scaffolding for these workers, but this must be installed on a stable foundation. Therefore, slab formwork, etc. that has not yet been poured with concrete is unsuitable as a foundation.

よつて、工期の短かい作業所等で下階コンクリ
ート打設前に上階の柱筋を圧接したい場合や2フ
ロアーを一ケ所の圧接にしたい場合があつても足
場の設置自体が上述の安定基盤の不存在、若しく
はスラブ型枠の存在による貫通設置不可能等の事
情でとり行なうことは出来ない。
Therefore, even if you want to press the column reinforcements on the upper floor before pouring concrete on the lower floor in a work place where the construction period is short, or you want to press two floors together at one place, the scaffold installation itself will not be as stable as mentioned above. This is not possible due to circumstances such as the absence of a foundation or the presence of slab formwork, which makes it impossible to install through.

本案は上述の事情に鑑みなされたもので、柱筋
保持のための足場も作業者をも不要とし、かつ、
下階コンクリート打設前に上階の柱筋を圧接し得
ることも2フロアーを1ケ所の圧接にし得ること
も可能とした圧接用柱筋建込み添金物を提供せん
とするものである。
This proposal was created in view of the above circumstances, and eliminates the need for scaffolding and workers to hold the column reinforcements, and
To provide an additive for press-welding column reinforcements that enables pressure-welding of column reinforcements on the upper floor before pouring concrete on the lower floor and also enables pressure-welding of two floors at one location.

以下、これの詳細を実施例図にもとづいて説明
する。
Details of this will be explained below based on embodiment figures.

第1図は本案品の全体を使用態様にて示したも
ので、図中1,…は下階の柱筋立上り部、2は該
柱筋1に組み付き、相手側の上階の柱筋3を待つ
ている状態の圧接器、4,5はコンクリート打設
の柱部、床部を夫々示す。
Figure 1 shows the whole of the proposed product as it is used. In the figure, 1, ... are the rising parts of the column reinforcements on the lower floor, 2 are the column reinforcements 3 attached to the column reinforcements 1 on the other side, and the column reinforcements 3 on the upper floor. 4 and 5 indicate the column and floor sections for concrete pouring, respectively.

6は本案の圧接用柱筋建込み添金物で、これ
は、例えば電線管の如き長尺の棒状体7の上端部
a、下端部b、中間所定部cの夫々に次記する金
物が付設されてなるものである。
Reference numeral 6 refers to the column reinforcing metal fittings for pressure welding of the present invention, in which the following metal fittings are attached to each of the upper end a, the lower end b, and the intermediate predetermined part c of a long rod-shaped body such as a conduit, for example. It is something that has been done.

すなわち、先ず、上端部aには第2図に示され
る如くコの字形棒状体の両腕部を中途より末広状
に拡げてなる金物8が溶接され、又、下端部bに
は第3図に示す如くコの字形棒状体の両腕部の中
途より下方に屈曲させてなる金物9が溶接され、
さらに、上記中間所定部cには第4図に示す如く
コの字形板状体の両腕部間に締付用のボルト・ナ
ツト10,11並びに対向させた上、下ボルト1
2,13を取付けてなる金物14が挾着する。
That is, first, to the upper end a, as shown in FIG. 2, a metal fitting 8, which is formed by expanding both arms of a U-shaped rod-like body into a wider shape from the middle, is welded, and to the lower end b, as shown in FIG. As shown in the figure, a metal fitting 9 formed by bending downward from the middle of both arms of a U-shaped rod-shaped body is welded.
Further, in the intermediate predetermined portion c, as shown in FIG.
A metal fitting 14 having 2 and 13 attached thereto is clamped.

このうち、該金物14が該下階の柱筋1に対し
ての添いの主役を行なうもので、該締付用ボル
ト・ナツト10によつて棒状体7に対して挾着
し、他方該締付用ボルト・ナツト11によつて柱
筋1の嵌入ストツパーとなすと共に上、下ボルト
12,13によつて柱筋1の挾着、脱嵌阻止を行
なう。
Of these, the hardware 14 plays the main role in supporting the column reinforcement 1 on the lower floor, and is clamped to the rod-shaped body 7 by the tightening bolts and nuts 10, while the other The attachment bolt/nut 11 serves as a stopper for inserting the column reinforcement 1, and the upper and lower bolts 12 and 13 serve to secure the column reinforcement 1 and prevent it from being disengaged.

尚、該上、下ボルト12,13にナツトを付属
させてないのは柱筋よりの脱嵌作業の簡易迅速化
を期するためであるが、上、下位置に対向させる
ことによつてナツトが無くとも締付けにゆるみを
生じさせることがない。
Note that the reason why nuts are not attached to the upper and lower bolts 12 and 13 is to simplify and speed up the work of unfitting them from the columnar reinforcing bars. Even if there is no screw, the tightening will not loosen.

又、棒状体7に対しての一体化を溶接によるこ
となく着脱自在の締付用ボルト10によるとした
のは金物14が他の金物8,9と異なり立上り高
さに差異ある柱筋1に対して組付かねばならない
事情に対応させたものである。
Moreover, the reason why the rod-shaped body 7 is integrated with the removable tightening bolt 10 without welding is because the metal fitting 14 is different from the other metal fittings 8 and 9 in that it is a column bar 1 with a different height. This corresponds to the circumstances in which it must be assembled.

金物9は柱筋1と密嵌し、かつ、その下端をコ
ンクリート打設の床5上若しくは打設前のフープ
筋の上に載置してセツトされるもので、その着脱
はワンタツチである。
The hardware 9 is tightly fitted with the column reinforcement 1, and is set by placing its lower end on the floor 5 of concrete pouring or on the hoop reinforcement before pouring, and can be attached and detached with one touch.

上記金物14と9との2点にて棒状体7は柱筋
1に組付く。
The rod-shaped body 7 is assembled to the column reinforcement 1 at two points, the metal fittings 14 and 9.

金物8に於ける拡腕部は上階の柱筋3の嵌合ガ
イドのためであり、これにより上方に位置する金
物8に対し床5上等で柱筋3の下部を握持の作業
者は柱筋3を容易に嵌着させることが出来る。
The wide arm part of the hardware 8 is used to guide the fitting of the column reinforcement 3 on the upper floor, and this allows the worker to hold the lower part of the column reinforcement 3 above the floor 5 with respect to the hardware 8 located above. The column reinforcement 3 can be easily fitted.

これにより、柱筋3はその上部を金物8に支持
されるので、あとはその下部を、すでに、柱筋1
上端に組付けの圧接器2に組込めば、上、下部に
て支持されて安定し、あとは同一作業者が直ちに
圧接を実施すればよい。
As a result, the upper part of the column reinforcement 3 is supported by the hardware 8, so the lower part is already supported by the column reinforcement 1.
If it is assembled into the pressure welding device 2 attached to the upper end, it will be supported and stabilized at the upper and lower parts, and the same operator can immediately carry out the pressure welding.

以上の如く本案によるならば、柱筋支持のため
の足場も作業者も不要となし、かつ、何んらコン
クリート打設の安定した基盤の存在を要件とする
ことなく型枠上にても実施可能であり、工期の短
かい作業所等で下階コンクリート打設前に上階の
柱筋を圧接したい場合や2フロアーを1ケ所の圧
接にしたい場合にも、これを可能とする。
As described above, according to the present proposal, there is no need for scaffolding or workers to support column reinforcements, and it can also be carried out on formwork without requiring the existence of a stable foundation for concrete pouring. This also makes it possible to press the column reinforcements on the upper floor before pouring concrete on the lower floor in a workshop with a short construction period, or to press two floors together at one location.

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

図は本案の実施態様を示し、第1図は本案品の
全体を表わす使用態様図、第2図、第3図、第4
図は本案品の各構成要部の拡大平図、正面図であ
る。 7……棒状体、8……金物、9……金物、1
0,11……ボルト・ナツト、12,13……ボ
ルト、14……金物。
The figures show the embodiment of the proposed product.
The figures are an enlarged plan view and a front view of each main component of the proposed product. 7... Rod-shaped body, 8... Hardware, 9... Hardware, 1
0,11...Bolt/Natsuto, 12,13...Bolt, 14...Hardware.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 電線管の如き棒状体7の上端部にはコの字形棒
状体の両腕部を中途より末広状に拡げてなる金物
8を溶接し、又、下端部にはコの字形棒状体の両
腕部の中途より下方に屈曲の金物9を溶接し、さ
らに中間所定部にはコの字形板状体の両腕部間に
締付用のボルト・ナツト10,11並びに対向
上,下ボルト12,13を装着した金物14を挾
着してなることを特徴とする圧接用柱筋建込み添
金物。
Welded to the upper end of the rod-shaped body 7, such as a conduit, are metal fittings 8, which are made by expanding both arms of a U-shaped rod-shaped body into a wider shape from the middle, and to the lower end are both arms of the U-shaped rod-shaped body. Bent metal fittings 9 are welded downward from the middle of the section, and bolts and nuts 10, 11 for tightening are installed between both arms of the U-shaped plate-like body, as well as upper and lower bolts 12, A column reinforcing metal fitting for pressure welding, characterized in that it is made by clamping a metal fitting 14 fitted with a metal fitting 13.
JP16423581U 1981-11-02 1981-11-02 Column reinforcement reinforcement for pressure welding Granted JPS5868529U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16423581U JPS5868529U (en) 1981-11-02 1981-11-02 Column reinforcement reinforcement for pressure welding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16423581U JPS5868529U (en) 1981-11-02 1981-11-02 Column reinforcement reinforcement for pressure welding

Publications (2)

Publication Number Publication Date
JPS5868529U JPS5868529U (en) 1983-05-10
JPS6122116Y2 true JPS6122116Y2 (en) 1986-07-02

Family

ID=29956501

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16423581U Granted JPS5868529U (en) 1981-11-02 1981-11-02 Column reinforcement reinforcement for pressure welding

Country Status (1)

Country Link
JP (1) JPS5868529U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7108351B1 (en) * 2022-04-18 2022-07-28 大雅工業株式会社 Rebar lifting jig

Also Published As

Publication number Publication date
JPS5868529U (en) 1983-05-10

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