JPH0510107Y2 - - Google Patents

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Publication number
JPH0510107Y2
JPH0510107Y2 JP1986027921U JP2792186U JPH0510107Y2 JP H0510107 Y2 JPH0510107 Y2 JP H0510107Y2 JP 1986027921 U JP1986027921 U JP 1986027921U JP 2792186 U JP2792186 U JP 2792186U JP H0510107 Y2 JPH0510107 Y2 JP H0510107Y2
Authority
JP
Japan
Prior art keywords
screw rod
screw
cylindrical body
screwed
roll bearings
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
JP1986027921U
Other languages
Japanese (ja)
Other versions
JPS62140145U (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 JP1986027921U priority Critical patent/JPH0510107Y2/ja
Publication of JPS62140145U publication Critical patent/JPS62140145U/ja
Application granted granted Critical
Publication of JPH0510107Y2 publication Critical patent/JPH0510107Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 「産業上の利用分野」 本考案は、鉄骨建入れ調整治具に係るものであ
る。
[Detailed description of the invention] "Field of industrial application" The invention relates to a steel frame erection adjustment jig.

「従来の技術と考案が解決しようとする課題」 従来、鉄骨建入れの歪み直しは、一般に、第5
図に示すように、鉄骨柱、鉄骨梁の仮組み後、予
め柱頭部と柱脚部に仮付けしたエレクシヨンピー
スへワイヤー又は高張力チエーンを掛けて、張力
を調整することにより行つている。
``Problems that conventional technology and ideas are trying to solve'' Conventionally, straightening the distortion of steel frame construction was generally done through the fifth step.
As shown in the figure, after temporarily assembling the steel columns and steel beams, wires or high-tension chains are hung on the erection pieces that have been temporarily attached to the column heads and column bases to adjust the tension.

しかし、この場合、 ○ 建物の平面形状が不整形であると、そのワイ
ヤー等が張れないことがある。
However, in this case: ○ If the planar shape of the building is irregular, the wires, etc. may not be able to be stretched.

○ 各ブロツクごとに仮組みが完了しないと、歪
み直し作業に着手できない。
○ Work to correct the distortion cannot begin until the temporary assembly of each block is completed.

○ 柱頭部より斜めにワイヤー等を張るので、高
所危険作業となり易く、また、墜落防止施設が
完備しないと、歪み直し作業に着手できない。
○ Because wires, etc. are strung diagonally from the column head, work at heights is likely to be dangerous, and work to correct distortions cannot begin unless fall prevention facilities are in place.

○ 歪み直しのワイヤー等が斜めに張られるた
め、吊り足場及び墜落防止用水平養生施設に制
約を生ずる。
○ Wires, etc. to correct distortions are strung diagonally, creating restrictions on suspended scaffolding and horizontal curing facilities for fall prevention.

○ ワイヤー等により強制的に引つ張るので、材
料管理、張力管理を慎重に行う必要がある。
○ Since it is forcibly pulled using a wire, etc., it is necessary to carefully manage the material and tension.

等の問題点があるため、近年、建入れた鉄骨柱の
上下の接合部の周りに複数の油圧又は機械ジヤツ
キを付して、それら相互の適度な伸縮調整により
その鉄骨柱の歪み直しの調整をする方法が開発さ
れた(特開昭59−102061号公報)。これによると、
建入れた鉄骨柱ごとに直に歪み直しができ、ワイ
ヤー等を要しないので、それらの問題点を解決す
ることができる。
Due to these problems, in recent years, multiple hydraulic or mechanical jacks have been installed around the upper and lower joints of constructed steel columns, and the adjustment of the distortion of the steel columns can be adjusted by adjusting the mutual expansion and contraction. A method was developed to do this (Japanese Patent Application Laid-open No. 102061/1983). according to this,
These problems can be solved because each erected steel column can be straightened and straightened, and no wires or the like are required.

しかし、油圧ジヤツキを用いるのでは、多数の
ホースを引き回す必要があるだけでなく、これら
のホースが連なる油圧制御装置を、その接合部近
傍にまで吊り上げる必要があつて、結局、かなり
の不利、不便、危険を伴う。
However, using a hydraulic jack not only requires routing a large number of hoses, but also requires hoisting the hydraulic control device to which these hoses connect close to their joints, resulting in considerable disadvantage and inconvenience. , involves danger.

また、機械ジヤツキでは、ホースや油圧制御装
置を要しないが、ターンバクル方式のものである
ため、多大な重力を有する建入れ鉄骨柱を柱脚部
で支えつつ人力で操作することとなるので、現実
には、到底使用できない。
In addition, mechanical jacks do not require hoses or hydraulic control equipment, but because they use a turnbuckle system, the steel columns that carry a large amount of gravity must be supported by the column base and operated manually, making it difficult to implement in real life. It cannot be used at all.

そこで、本考案は、軽快に容易に人力操作でき
る機械ジヤツキ方式の鉄骨建入れ調整治具を提供
しようとするものである。
Therefore, the present invention aims to provide a mechanical jack-type steel frame erection adjustment jig that can be easily and easily manually operated.

「課題を解決するための手段」 かかる目的達成のため、本考案は、スクリユー
ロツド1の下半部を筒体2に遊挿し、該筒体の上
下にそれぞれロールベアリング3,3を装備させ
るとともに、前記スクリユーロツド1の中途部と
下端部にそれらのロールベアリング3,3を受け
るナツト4,4を螺合固定して、前記スクリユー
ロツド1の下半部をそれらのナツト4,4にて各
ロールベアリング3,3を介して筒体2に回転自
在に支持させ、また、そのスクリユーロツド1の
上半部を螺筒5に貫通螺装し、上方へと突出した
ロツド上端部に回転操作頭8を設け、前記筒体2
と前記螺筒5との外面にそれぞれ取付け板6,7
を設けたことを特徴とする。
"Means for Solving the Problem" In order to achieve this object, the present invention loosely inserts the lower half of the screw rod 1 into the cylindrical body 2, and equips the upper and lower parts of the cylindrical body with roll bearings 3, 3, respectively. At the same time, nuts 4, 4 for receiving the roll bearings 3, 3 are screwed and fixed to the middle part and lower end of the screw rod 1, and the lower half of the screw rod 1 is fixed to the nuts 4, 4. The screw rod 1 is rotatably supported by the cylindrical body 2 via each roll bearing 3, 3, and the upper half of the screw rod 1 is screwed through the screw tube 5, so that the upper end of the rod protrudes upward. A rotary operation head 8 is provided on the cylindrical body 2.
Mounting plates 6 and 7 are provided on the outer surfaces of the screw tube 5 and the screw tube 5, respectively.
It is characterized by having the following.

「作用」 本案治具は、既に建入れ、溶接又は本締めされ
ている下段の鉄骨柱Aに上段の鉄骨柱Bを建入れ
た際、その接合部の周りに適数個使用するもので
あり、上下の鉄骨柱A,Bの端部にそれぞれ取付
け板6,7を仮接続して、上下の鉄骨柱A,Bの
間に機械的に介入させる。
"Function" The proposed jig is to be used in appropriate numbers around the joint when the upper steel column B is erected to the lower steel column A that has already been erected, welded, or fully tightened. , attachment plates 6 and 7 are temporarily connected to the ends of the upper and lower steel columns A and B, respectively, to mechanically intervene between the upper and lower steel columns A and B.

次に、それぞれの回転操作頭8を適宜に操作し
てスクリユーロツド1を回転させることにより、
螺筒5を上下に螺動させ、建入れた上段の鉄骨柱
を鉛直に調整する。なお、この際には、レザー装
置等の鉛直検出手段を用いるとよい。
Next, by appropriately operating each rotary operation head 8 to rotate the screw rod 1,
The screw tube 5 is screwed up and down to vertically adjust the erected upper steel column. In this case, it is preferable to use vertical detection means such as a laser device.

その後、上下の鉄骨柱A,Bの接合部を溶接又
は本締め等により結合させ、本案治具を取り外
す。
Thereafter, the joints of the upper and lower steel columns A and B are connected by welding or final tightening, and the proposed jig is removed.

「実施例」 第1図、第2図は、本考案の実施例を示し、ス
クリユーロツド1の下半部を筒体2に遊挿し、該
筒体の上下にそれぞれロールベアリング3,3を
装備させ、かつ、そのスクリユーロツド1にナツ
ト4,4を螺合固定して、これらのロールベアリ
ング及びナツトを介して筒体2に前記スクリユー
ロツド1の下半部を回転自在に支持させ、また、
そのスクリユーロツド1の上半部を螺筒5に貫通
螺装するとともに、上方へと突出したロツド上端
部にナツトを螺合させ溶接してこれを回転操作頭
8とし、前記筒体2と前記螺筒5との外面にそれ
ぞれ縦方向に各2枚の取付け板6,6、7,7を
並行させて接合している。
"Embodiment" Figures 1 and 2 show an embodiment of the present invention, in which the lower half of the screw rod 1 is loosely inserted into a cylinder 2, and roll bearings 3, 3 are installed at the top and bottom of the cylinder, respectively. At the same time, nuts 4, 4 are screwed and fixed to the screw rod 1, and the lower half of the screw rod 1 is rotatably supported by the cylinder 2 through these roll bearings and nuts. ,Also,
The upper half of the screw rod rod 1 is screwed through the screw tube 5, and a nut is screwed and welded to the upper end of the rod that protrudes upward to form a rotary operation head 8, which is connected to the cylinder body 2. Two mounting plates 6, 6, 7, and 7 are joined to the outer surface of the screw tube 5 in parallel in the longitudinal direction.

また、各取付け板6,6,7,7には、それぞ
れ取付け用の複数の透孔9…,10…を穿設し、
上記筒体2を支持したナツト4,4は、割りピン
11,11で位置保持させている。
In addition, each mounting plate 6, 6, 7, 7 is provided with a plurality of through holes 9..., 10... for mounting, respectively.
The nuts 4, 4 supporting the cylinder 2 are held in position by split pins 11, 11.

如上の構成であり、使用に当たつては、建継ぐ
べき上下の鉄骨柱A,Bの接合部において、予め
仮付けされているエレクシヨンピースa,bに筒
体2と螺筒5の各取付け板6,6,7,7を嵌合
させて、ボルト・ナツトにより接続する。同様
に、接合部の周りに適数を接続して上下の鉄骨柱
A,Bの間に機械的に介入させる。
The structure is as shown above, and in use, each of the cylinder body 2 and the spiral tube 5 is attached to the erection pieces a and b which are temporarily attached in advance at the joint of the upper and lower steel columns A and B to be constructed. The mounting plates 6, 6, 7, and 7 are fitted and connected using bolts and nuts. Similarly, an appropriate number of them are connected around the joint and mechanically intervened between the upper and lower steel columns A and B.

次に、スクリユーロツド1の上端部に設けた回
転操作頭8たるナツトを右又は左に回転させれ
ば、スクリユーロツド1が従動回転して、螺筒5
が上昇又は下降する。
Next, when the nut serving as the rotary operation head 8 provided at the upper end of the screw rod 1 is rotated to the right or left, the screw rod 1 is driven to rotate and the screw tube 5 is rotated.
rises or falls.

斯様に作動させ、調整することにより、上述の
ようにして上段の鉄骨柱Bを鉛直に起立させるこ
とができ、正しい姿勢で建継ぐことができる。
By operating and adjusting in this manner, the upper steel column B can be erected vertically as described above, and the construction can be carried out in the correct posture.

なお、一つの接合部に使用する複数の本案治具
の内の一つの、第3図、第4図に示す螺番30,
40に代えてもよい。
Incidentally, one of the plurality of proposed jigs used for one joint, the screw thread 30 shown in FIGS. 3 and 4,
It may be replaced with 40.

「考案の効果」 本考案によれば、建入れた鉄骨柱ごとに直接的
に鉛直調整ができて、正しい姿勢で建継ぐことが
できることは勿論、螺筒5から上方へと突出した
スクリユーロツド1の上端部に回転操作頭8を設
けているので、該回転操作頭8を用いて容易に回
転操作でき、しかも、筒体2に遊挿したスクリユ
ーロツド1の下半部を、その筒体に上下のロール
ベアリング3,3を介して回転自在に支持させて
いるので、スクリユーロツド1の回転抵抗を極力
低くすることができ、したがつて、軽快に人力操
作でき、機械ジヤツキ方式の不都合を除去でき、
作業を簡素化でき、工期を短縮でき、コストダウ
ンでき、安全性を向上できる。
"Effects of the invention" According to the invention, not only can the vertical adjustment be made directly for each erected steel column and the erection can be carried out in the correct posture, but also the screw rods protruding upward from the spiral tube 5 Since the rotary operation head 8 is provided at the upper end of the screw rod 1, the rotation operation can be easily performed using the rotary operation head 8. Moreover, the lower half of the screw rod 1 loosely inserted into the cylinder body 2 can be easily rotated using the rotary operation head 8. Since it is rotatably supported by the body via the upper and lower roll bearings 3, 3, the rotational resistance of the screw rod 1 can be made as low as possible. You can eliminate the inconvenience,
Work can be simplified, construction time can be shortened, costs can be reduced, and safety can be improved.

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

第1図は、本考案の実施例を示す斜視図、第2
図は、同例の拡大縦断面図、第3図、第4図は、
代用の螺番を示す斜視図、第5図は、従来例を示
す説明図である。 1……スクリユーウロツド、2……筒体、3…
…ロールベアリング、4,8……ナツト、5……
螺筒、6,7……取付け板、30,40……螺
番。
Fig. 1 is a perspective view showing an embodiment of the present invention;
The figure is an enlarged longitudinal sectional view of the same example, and Figures 3 and 4 are
FIG. 5, a perspective view showing a substitute screw thread, is an explanatory view showing a conventional example. 1... Screw rod, 2... Cylindrical body, 3...
...Roll bearing, 4, 8... Nut, 5...
Spiral tube, 6, 7... Mounting plate, 30, 40... Screw number.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] スクリユーロツド1の下半部を筒体2に遊挿
し、該筒体の上下にそれぞれロールベアリング
3,3を装備させるとともに、前記スクリユーロ
ツド1の中途部と下端部にそれらのロールベアリ
ング3,3を受けるナツト4,4を螺合固定し
て、前記スクリユーロツド1の下半部をそれらの
ナツト4,4にて各ロールベアリング3,3を介
して筒体2に回転自在に支持させ、また、そのス
クリユーロツド1の上半部を螺筒5に貫通螺装
し、上方へと突出したロツド上端部に回転操作頭
8を設け、前記筒体2と前記螺筒5との外面にそ
れぞれ取付け板6,7を設けたことを特徴とする
鉄骨建入れ調整治具。
The lower half of the screw rod 1 is loosely inserted into the cylindrical body 2, and roll bearings 3, 3 are installed on the top and bottom of the cylindrical body, respectively, and the roll bearings 3 are installed in the middle and lower end of the screw rod 1. , 3 are screwed and fixed, and the lower half of the screw rod 1 is rotatably supported on the cylindrical body 2 by the nuts 4, 4 via the respective roll bearings 3, 3. In addition, the upper half of the screw rod 1 is screwed through the screw tube 5, and a rotary operation head 8 is provided at the upper end of the rod that projects upward, so that the screw rod 1 can be connected to the screw tube 5 by screwing it through. A steel frame erection adjustment jig characterized in that mounting plates 6 and 7 are provided on the outer surface, respectively.
JP1986027921U 1986-02-27 1986-02-27 Expired - Lifetime JPH0510107Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986027921U JPH0510107Y2 (en) 1986-02-27 1986-02-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986027921U JPH0510107Y2 (en) 1986-02-27 1986-02-27

Publications (2)

Publication Number Publication Date
JPS62140145U JPS62140145U (en) 1987-09-04
JPH0510107Y2 true JPH0510107Y2 (en) 1993-03-12

Family

ID=30830405

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986027921U Expired - Lifetime JPH0510107Y2 (en) 1986-02-27 1986-02-27

Country Status (1)

Country Link
JP (1) JPH0510107Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2822012B2 (en) * 1995-04-18 1998-11-05 川崎重工業株式会社 Steel column construction adjustment jig
JP4491155B2 (en) * 2001-02-06 2010-06-30 カヤバ システム マシナリー株式会社 Construction adjustment device
JP2011001708A (en) * 2009-06-17 2011-01-06 Kayaba System Machinery Kk Connector
JP5413037B2 (en) * 2009-08-05 2014-02-12 株式会社大林組 Steel frame temporary fixing structure, steel frame temporary fixing method
JP5950331B2 (en) * 2012-01-31 2016-07-13 センクシア株式会社 Column member connection structure and assembly method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59102061A (en) * 1982-11-30 1984-06-12 大成建設株式会社 Pillar building method and apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59102061A (en) * 1982-11-30 1984-06-12 大成建設株式会社 Pillar building method and apparatus

Also Published As

Publication number Publication date
JPS62140145U (en) 1987-09-04

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