JP2576403Y2 - Temporary fixing metal fittings used when press-fitting existing column bars and pre-assembled column bars - Google Patents
Temporary fixing metal fittings used when press-fitting existing column bars and pre-assembled column barsInfo
- Publication number
- JP2576403Y2 JP2576403Y2 JP1992050828U JP5082892U JP2576403Y2 JP 2576403 Y2 JP2576403 Y2 JP 2576403Y2 JP 1992050828 U JP1992050828 U JP 1992050828U JP 5082892 U JP5082892 U JP 5082892U JP 2576403 Y2 JP2576403 Y2 JP 2576403Y2
- Authority
- JP
- Japan
- Prior art keywords
- assembled
- column
- temporary fixing
- column bars
- fixing metal
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、既設柱筋の上部にクレ
ーンで吊り上げられた先組柱筋を圧接器を用いて圧接す
る圧接作業において、既設柱筋と先組柱筋の接合部を動
揺することなく同一軸線上で仮止めして圧接器を取付け
る仮止め金具に関するものである。Industrial Applicability The present invention relates to a crimping work in which a crane pre-assembled by a crane is used to press the pre-assembled strut over an existing strut. The present invention relates to a temporary fixing fitting for temporarily attaching a pressure welding device by temporarily fixing on the same axis without shaking.
【0002】[0002]
【従来の技術】従来、既設柱筋の上部にクレーンで吊り
上げられた先組柱筋を圧接器を用いて圧接する場合、既
設柱筋と先組柱筋とを同一軸線上で仮止めする仮止め金
具は全く存在しなかった。2. Description of the Related Art Conventionally, in a case where a pre-assembled column bar, which has been lifted by a crane above an existing column column, is pressed by using a crimping device, the existing column column and the pre-column column are temporarily fixed on the same axis. There were no fasteners.
【0003】[0003]
【考案が解決しようとする課題】前記のように、従来先
組柱筋の圧接作業においては、既設柱筋と先組柱筋との
接合部を同一軸線上で仮止めして圧接器を取付ける仮止
め金具が全く存在しておらず、先組柱筋をクレーンによ
って吊り上げているため、先組柱筋が揺れて既設柱筋と
を同一軸線上で固定して接合部に圧接器を取付けるのに
非常に手間がかかるという問題点があった。As described above, in the conventional crimping work of the pre-assembled column bar, the joint between the existing column bar and the pre-assembled column bar is temporarily fixed on the same axis to mount the crimping device. Since there are no temporary fasteners and the pre-assembled column is lifted by a crane, the pre-assembled column is shaken and fixed to the existing column along the same axis, and the crimping device is attached to the joint. Has the problem that it takes a lot of trouble.
【0004】本考案は前記従来の問題点を解決すること
を目的とする既設柱筋と先組柱筋の圧接時に使用する仮
止め金具を提供しようとするものである。SUMMARY OF THE INVENTION [0004] The present invention aims to solve the above-mentioned conventional problems and to provide a temporary fixing fitting used for press-fitting an existing column bar and a pre-assembled column bar.
【0005】[0005]
【課題を解決するための手段】本考案は、既設柱筋およ
び先組柱筋の径より稍大きい径の鋼管を縦方向に2分割
した長尺半管の中央部外周に、半円状の挟持片を開閉自
在とすると共に、該各挟持片に締付け手段を取付けて前
記各挟持片を狭閉できるようにして形成されたクランプ
の、前記各半円状の挟持片の内側壁面を固定するという
手段を採用することにより、上記問題点を解決した。SUMMARY OF THE INVENTION The present invention provides a semicircular semicircular pipe having a steel pipe having a diameter slightly larger than the diameter of an existing column bar and a pre-assembled column bar. The clamping pieces are made openable and closable, and a clamping means is attached to each of the clamping pieces so that the clamping pieces can be narrowly closed to fix the inner wall surfaces of the semicircular clamping pieces. The above problem has been solved by adopting such means.
【0006】[0006]
【作用】上記構成よりなる本考案によれば、既設柱筋の
上端部とクレーンで吊り上げられた先組柱筋の下端部の
接合部が、仮止め金具により動揺することなく同一軸線
上に固定される。According to the present invention having the above-described structure, the joint between the upper end of the existing column and the lower end of the pre-assembled column which is lifted by the crane is fixed on the same axis without being shaken by the temporary fixing metal. Is done.
【0007】[0007]
【実施例】本考案の実施の一例を図面に基づいて詳細に
説明すると、図1には基礎1内に下方部を埋設固定され
た既設柱筋2の上端部に、クレーンで吊り上げられた篭
状に配筋された先組柱筋3の下端部から当接した状態が
図示されている。図1の各3本の既設柱筋2と先組柱筋
3の接合部Jには両者を動揺することなく仮止めする仮
止め金具Aが取付けられている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 shows a cage suspended by a crane at the upper end of an existing pillar 2 having a lower portion embedded and fixed in a foundation 1. The state where it contacted from the lower end part of the pre-assembled column bar 3 arranged in a shape is shown. A temporary fixing member A for temporarily fixing the three existing column bars 2 and the pre-assembled column bars 3 in FIG.
【0008】仮止め金具Aは、前記既設柱筋2および先
組柱筋3の径より稍大きい径の鋼管を縦方向に2分割し
た長尺半管4a,4bの中央部外周に、軸5を支軸とし
て半円状の挟持片6a,6bを開閉自在とすると共に、
締付け手段7により前記各挟持片6a,6bを締付けで
きるようにして形成されたクランプ8の各挟持片6a,
6bの内側壁面が溶着固定されて形成されている。[0008] The temporary fixing member A is provided with a shaft 5 on the outer periphery of central portions of long half pipes 4a and 4b obtained by vertically dividing a steel pipe having a diameter slightly larger than the diameter of the existing column 2 and the pre-assembled column 3 into two. Is used as a support shaft to make the semicircular holding pieces 6a and 6b openable and closable,
Each clamping piece 6a, 6a, 6c of the clamp 8 formed so that the clamping pieces 6a, 6b can be clamped by the clamping means 7.
6b is formed by welding and fixing the inner wall surface.
【0009】前記締付け手段7は特に限定する必要はな
いが、好ましくは前記一方の挟持片6aの先端部に突設
された突出片9a,9bに締付けボルト10の基部を回
動自在に軸支し、且つ他方の挟持片6bの先端部に前記
締付けボルト10の巾の間隔を有して2本の突出片11
a,11bを突設し、該各突出片11a,11b間に締
付けボルト10の先方部を嵌挿すると共に、該締付けボ
ルト10に固定ナット12を螺挿して、該固定ナット1
2を各突出片11a,11bに圧接して前記各挟持片6
a,6bを狭閉できるようにして形成することが推奨さ
れる。The tightening means 7 need not be particularly limited, but preferably, the base of the tightening bolt 10 is rotatably supported on the projecting pieces 9a, 9b projecting from the tip of the one holding piece 6a. And two protruding pieces 11 are provided at the tip of the other holding piece 6b with an interval of the width of the tightening bolt 10.
a, 11b are projected, the forward end of the tightening bolt 10 is inserted between the projecting pieces 11a, 11b, and the fixing nut 12 is screwed into the tightening bolt 10 to thereby fix the fixing nut 1
2 is pressed into contact with each of the projecting pieces 11a and 11b,
It is recommended that a and 6b be formed so that they can be closed.
【0010】前記長尺半管4a,4bの長さは、特に限
定する必要はないが、好ましくは前記既設柱筋2と先組
柱筋3の接合部Jを中心として少なくとも上下に充分に
余裕をもって被覆できるように少なくとも20〜30c
mの長さを有することが推奨される。The lengths of the long half tubes 4a and 4b need not be particularly limited, but are preferably at least vertically sufficient around the joint J between the existing column 2 and the pre-assembled column 3. At least 20-30c so that it can be coated with
It is recommended to have a length of m.
【0011】次に、本考案の実施例の作用について説明
する。基礎1上に突出した複数本の既設柱筋2の上端部
に、クレーンで吊り上げられた篭状に配筋された先組柱
筋3の下端部を当接し、少なくとも約半数の複数本の既
設柱筋2と先組柱筋3の接合部Jに仮止め金具Aを嵌着
固定する。この嵌着固定方法は、前記接合部Jを被覆す
るようにクランプ8の挟持片6a,6bを内方向へ回動
して締付けボルト10を各突出片11a,11b間に嵌
挿して、該締付けボルト10に固定ナット12を締め付
けて、前記挟持片6a,6bを接合部J近傍の既設柱筋
2および先組柱筋3の外周面に圧接する。これにより、
各先組柱筋3は夫々対応する各既設柱筋2上に動揺する
ことなく同一軸線上に固定される。Next, the operation of the embodiment of the present invention will be described. The lower ends of the pre-assembled column bars 3 arranged in a cage shape hung by a crane abut against the upper ends of the plurality of existing column bars 2 protruding on the foundation 1, and at least about half of the plurality of existing column bars 2 A temporary fixing metal A is fitted and fixed to the joint J between the column 2 and the front column 3. In this fitting and fixing method, the clamping pieces 6a and 6b of the clamp 8 are pivoted inward so as to cover the joint J, and the tightening bolt 10 is inserted between the protruding pieces 11a and 11b. The fixing nut 12 is tightened to the bolt 10 to press the holding pieces 6a and 6b against the outer peripheral surfaces of the existing column 2 and the pre-assembled column 3 near the joint J. This allows
Each of the pre-assembled pillars 3 is fixed on the same axis without swinging on the corresponding existing pillars 2.
【0012】そして、先ず仮止め金具Aを固定していな
い接合部Jに圧接器(図示せず)を取付けて、加熱して
圧接溶接を行い、仮止め金具Aを取付けていない接合部
Jのを圧接溶接を完了し、次に仮止め金具Aを取付けた
既設柱筋2および先組柱筋3に圧接器を取付けた後、固
定ナット12を緩めて仮止め金具Aを取外し、接合部J
を加熱して圧接溶接して行く。以下同様にして仮止め金
具Aを取付けた部分の接合部Jを圧接溶接して行くので
ある。Then, a crimping device (not shown) is attached to the joint J to which the temporary fixing metal A is not fixed, and the pressure welding is performed by heating. After the pressure welding has been completed, the crimping device is attached to the existing column 2 and the pre-assembled column 3 to which the temporary fixing metal A has been attached, then the fixing nut 12 is loosened to remove the temporary fixing metal A, and the joint J
Is heated and pressure welded. In the same manner, the joint J at the portion where the temporary fixing fitting A is attached is press-welded.
【0013】[0013]
【考案の効果】本考案は上述のようであるから、既設柱
筋と先組柱筋とにその接合部を被覆するように、仮止め
金具の挟持片を圧接固定することにより、既設柱筋の上
端部にクレーンで吊り上げられた先組柱筋の下端部が、
動揺することなく同一軸線上で固定されるので、圧接器
の取付けが容易で、且つ迅速にできるという優れた効果
を奏するのである。[Effects of the Invention] Since the present invention is as described above, the holding column of the temporary fixing metal is pressed and fixed so as to cover the joint between the existing column bar and the pre-assembled column bar. The lower end of the pre-assembled column bar suspended by a crane at the upper end of
Since it is fixed on the same axis without shaking, there is an excellent effect that the pressure welding device can be easily and quickly mounted.
【図1】既設柱筋と先組柱筋の接合部に本考案仮止め金
具を取付けた状態を示す正面図である。FIG. 1 is a front view showing a state in which a temporary fixing bracket of the present invention is attached to a joint between an existing column bar and a pre-assembled column bar.
【図2】既設柱筋と先組柱筋の接合部に本考案仮止め金
具を取付けた状態を示す要部の拡大正面図である。FIG. 2 is an enlarged front view of a main part showing a state in which a temporary fixing fitting of the present invention is attached to a joint between an existing column bar and a front column column bar.
【図3】本考案既設柱筋と先組柱筋の圧接時に使用する
仮止め金具を開放して示す拡大斜視図である。FIG. 3 is an enlarged perspective view showing a temporary fixing metal used when the existing column and the pre-assembled column are pressed against each other.
2 既設柱筋、 3 先組柱筋、 4a,4b 長尺半
管、 6a,6b 挟持片、 7 締付け手段、 8
クランプ、 A 仮止め金具、 J 接合部。2 Existing column reinforcement, 3 Pre-assembled column reinforcement, 4a, 4b Long half pipe, 6a, 6b clamping piece, 7 Tightening means, 8
Clamp, A Temporary fastener, J joint.
Claims (1)
い径の鋼管を縦方向に2分割した長尺半管の中央部外周
に、半円状の挟持片を開閉自在とすると共に、該各挟持
片に締付け手段を取付けて前記各挟持片を狭閉できるよ
うにして形成されたクランプの、前記各半円状の挟持片
の内側壁面を固定して成る既設柱筋と先組柱筋の圧接時
に使用する仮止め金具。1. A semicircular holding piece is freely openable and closable on the outer periphery of a central portion of a long half pipe obtained by vertically dividing a steel pipe having a diameter slightly larger than the diameter of an existing pillar and a pre-assembled pillar. A clamp formed by attaching a fastening means to each of the holding pieces so that each of the holding pieces can be narrowly closed, and a pre-assembly with an existing pillar formed by fixing an inner wall surface of each of the semicircular holding pieces. Temporary fixing metal fittings used when crimping column bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992050828U JP2576403Y2 (en) | 1992-06-29 | 1992-06-29 | Temporary fixing metal fittings used when press-fitting existing column bars and pre-assembled column bars |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992050828U JP2576403Y2 (en) | 1992-06-29 | 1992-06-29 | Temporary fixing metal fittings used when press-fitting existing column bars and pre-assembled column bars |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH066609U JPH066609U (en) | 1994-01-28 |
JP2576403Y2 true JP2576403Y2 (en) | 1998-07-09 |
Family
ID=12869632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1992050828U Expired - Fee Related JP2576403Y2 (en) | 1992-06-29 | 1992-06-29 | Temporary fixing metal fittings used when press-fitting existing column bars and pre-assembled column bars |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2576403Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102301699B1 (en) * | 2020-06-04 | 2021-09-13 | 공주대학교 산학협력단 | Quick connector for reinforcing bar |
-
1992
- 1992-06-29 JP JP1992050828U patent/JP2576403Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH066609U (en) | 1994-01-28 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
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|
R250 | Receipt of annual fees |
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LAPS | Cancellation because of no payment of annual fees |