JPH06146601A - Erection method and erection device for steel column - Google Patents
Erection method and erection device for steel columnInfo
- Publication number
- JPH06146601A JPH06146601A JP29617692A JP29617692A JPH06146601A JP H06146601 A JPH06146601 A JP H06146601A JP 29617692 A JP29617692 A JP 29617692A JP 29617692 A JP29617692 A JP 29617692A JP H06146601 A JPH06146601 A JP H06146601A
- Authority
- JP
- Japan
- Prior art keywords
- guide
- pillar
- press
- ball
- base
- 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.)
- Granted
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は鉄骨建築における鉄
柱、隧道における支柱、橋梁の橋脚、重量物に対する支
柱等に用いられる、鉄柱の立設方法及び立設装置に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an iron pillar standing method and apparatus used for steel pillars in steel frame construction, pillars in tunnels, bridge piers, pillars for heavy objects, and the like.
【0002】[0002]
【従来の技術】従来、例えば鉄骨建築等の際に、基台上
に鉄柱を立てる場合、工場等において製造した鉄柱を、
クレ−ン車等を用いて立設する。そしてこのような方法
は、橋梁の橋脚その他の場合においてもほぼ同様に行わ
れる。2. Description of the Related Art Conventionally, in the case of erecting an iron pillar on a base during, for example, steel frame construction,
Set up using a crane car. This method is applied to bridge piers and other cases in almost the same manner.
【0003】[0003]
【発明が解決しようとする課題】しかし、鉄骨建築を行
う場合において、建築現場に至る途中の通路の幅員が少
く、クレ−ン車等の通行ができない場合がある。このよ
うな場合クレ−ン車等は建築現場に入ることができず、
従って鉄柱を立設することができない。However, in the case of constructing a steel frame structure, there is a case where the width of the passage on the way to the construction site is small and a crane vehicle or the like cannot pass through. In such cases, crane cars cannot enter the construction site,
Therefore, the iron pillar cannot be erected.
【0004】この発明はこのような問題を解決するため
になされたもので、その目的はクレ−ン車等を用いるこ
となく、鉄柱を立設することのできる、鉄柱の立設方法
及び立設装置を提供することである。The present invention has been made in order to solve such a problem, and its object is an iron pillar erection method and an erection method in which an iron pillar can be erected without using a crane vehicle or the like. It is to provide a device.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するこ
の発明について、まず鉄柱の立設方法について述べると
それは、内部に斜上向きの通路1を有し、上部に、該通
路1に連通し、かつ内ガイド2及び外ガイド3を形成し
たガイド4を有する基台5を、不動の状態に固定し、上
記ガイド4に、該ガイド4の外面形状にほぼ合致する内
面形状で、かつ前記内ガイド2に、玉通路6を形成して
収容される板体7を含み、両端にフランジ8を有する柱
部材9から成る柱単体10を組付け形成し、上端に頂板
11を取付け、前記基台5に玉の圧入装置12を取付
け、該圧入装置12により玉13を前記基台5の通路1
から前記玉通路6内を上昇させ、前記頂板11を押し上
げて、前記柱単体10を上昇させ、該上昇により現れた
前記ガイド4に対し、前記柱単体10と同様な他の柱単
体10を構成させ、これを上方の前記柱単体10と固定
し、前記同様にして上昇させ、かつ該操作を繰返して行
い、目的の高さに達したならば、前記圧入装置12を前
記基台5から取り外し、前記玉13を抜き取り、最下段
の前記柱単体10の下部を前記基台5に溶接することを
特徴とする鉄柱の立設方法である。次にこの発明の立設
装置について述べるとそれは、他のものに固定する固定
部16を有する基台5;内部に玉13の通路1を有し、
かつ同玉13の圧入装置12を取付ける取付部17を有
する前記基台5;該基台5上に、前記通路1に連通して
上下方向に設けられた、玉通路6aを有するガイド4;
内側に内ガイド2、外側に外ガイド3を形成した上記ガ
イド4;上記基台5に、着脱自在に設けられた、前記通
路1及び玉通路6に玉11を圧入する圧入装置12;前
記ガイド4に対応させて,柱部材9の組立てにより構成
された柱単体10;内側に、前記内ガイド2によりガイ
ドされる板体7を含み、前記外ガイド3にほぼ合致し、
両端にフランジ8を有する柱部材9により組立てられる
柱単体10;該柱単体10の、最上となる柱単体10に
取付けられる頂板11;前記圧入装置12により前記基
台5及び柱単体10内に圧入され、かつ柱単体10を上
昇させる金属製の玉13;から成ることを特徴とする鉄
柱の立設装置である。With respect to the present invention for achieving the above object, first, a method of standing an iron column will be described. It has an obliquely upward passage 1 inside and communicates with the passage 1 at the top. A base 5 having a guide 4 on which the inner guide 2 and the outer guide 3 are formed is fixed in an immovable state, and the guide 4 has an inner surface shape that substantially matches the outer surface shape of the guide 4, and The guide 2 includes a plate body 7 that accommodates a ball passage 6 formed therein, and a column unit 10 including a column member 9 having flanges 8 at both ends is assembled and formed, and a top plate 11 is attached to the upper end. 5, a ball press-fitting device 12 is attached, and the ball 13 is moved by the press-fitting device 12 into the passage 1 of the base 5.
To raise the inside of the ball passage 6 and push up the top plate 11 to raise the pillar single body 10, and for the guide 4 that appears due to the rise, another pillar single body 10 similar to the pillar single body 10 is configured. Then, this is fixed to the above-mentioned single pillar 10 above, raised in the same manner as above, and the operation is repeated, and when the target height is reached, the press-fitting device 12 is removed from the base 5. The ball 13 is pulled out, and the lower portion of the pillar single body 10 at the lowermost stage is welded to the base 5, which is an iron pillar standing method. Next, the standing device of the present invention will be described. It is a base 5 having a fixing portion 16 for fixing to another one; having a passage 1 for a ball 13 therein,
Also, the base 5 having a mounting portion 17 for mounting the press-fitting device 12 of the same ball 13; a guide 4 having a ball passage 6a provided on the base 5 so as to communicate with the passage 1 in the vertical direction;
A guide 4 in which an inner guide 2 is formed on the inner side and an outer guide 3 is formed on the outer side; a press-fitting device 12 which is detachably provided on the base 5 and press-fits a ball 11 into the passage 1 and the ball passage 6; 4, a pillar unit 10 constructed by assembling pillar members 9; a plate body 7 guided by the inner guide 2 inside, and substantially matching the outer guide 3;
A pillar unit 10 assembled by a pillar member 9 having flanges 8 at both ends; a top plate 11 attached to the uppermost pillar unit 10 of the pillar unit 10; The apparatus for erection of an iron pillar is characterized by comprising a metal ball 13;
【0006】[0006]
【作用】この発明は前記のように構成され、基台5か
ら、玉の圧入装置12によって金属製の玉を圧入し、基
台5のガイド4にそって組立構成された柱単体10を押
し上げ、柱単体10が押し上げられることにより現れる
ガイド4に対して次の柱単体10を組立て構成し、かつ
押し上げた前記柱単体10に接続し、これを更に押し上
げ、所定の高さに達しさせ、前記基台5から圧入装置1
2を外し取り、前記玉13を抜き取り、最下部の柱単体
10を、前記基台5に溶接することにより、前記従来の
ようにクレ−ン車等を用いることなく、鉄柱を立設する
ことができる。The present invention is constructed as described above, and a metal ball is press-fitted from the base 5 by the ball press-fitting device 12 to push up the pillar unit 10 assembled along the guide 4 of the base 5. , The next pillar single body 10 is assembled and configured with respect to the guide 4 that appears when the pillar single body 10 is pushed up, and is connected to the pushed up pillar single body 10, and further pushed up to reach a predetermined height, Press-fitting device 1 from base 5
2 is removed, the ball 13 is pulled out, and the lowest pillar unit 10 is welded to the base 5, so that an iron pillar is erected without using a crane wheel or the like as in the conventional case. You can
【0007】[0007]
【実施例】図1及び図2において5は鉄製の基台であ
り、その内部に斜め上向きの、後記の玉の通路1が形成
されてあり、かつ上部に、内ガイド2及び外ガイド3を
形成したガイド4が上方に向けて溶接して設けられてい
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIGS. 1 and 2, reference numeral 5 denotes an iron base, in which an obliquely upward ball passage 1 to be described later is formed, and an inner guide 2 and an outer guide 3 are provided on the upper portion. The formed guide 4 is provided by welding upward.
【0008】このガイド4は長尺の断面ほぼL字状の、
鉄製の部材4aが図2に示すように互いに相対して設け
られている。図4及び図1において10は組付構成され
た柱単体であり、図2に示すように一例として四本のア
ングル状の柱部材9にそれぞれボルト穴9aが形成さ
れ、ボルト9bによりスペ−サ9cを介して板体7を取
付け、同図に示すように前記ガイド4に対応して組付、
構成される。The guide 4 has a long cross section and a substantially L shape,
Iron members 4a are provided opposite to each other as shown in FIG. In FIG. 4 and FIG. 1, reference numeral 10 denotes a single column that is assembled and assembled. As shown in FIG. 2, for example, four angled column members 9 each have bolt holes 9a formed therein, and the spacers are formed by bolts 9b. The plate 7 is attached via 9c, and as shown in FIG.
Composed.
【0009】そしてその際前記板体7は前記内ガイド2
に対し摺動するようになっている。又前記ガイド4の中
心部は前記玉の通路1に連通させられている。そして前
記板体7は図4に示されるように、その四本がほぼ十字
状に組付けられ、その中心に玉通路6が形成されてい
る。なお前記柱部材9は図2から理解されるようにガイ
ド4の、外ガイド3に合致する断面形状に形成されてい
る。そして柱部材9の両端にはフランジ8が設けられて
いる。8aは連結用のボルト穴を示す。At that time, the plate 7 is attached to the inner guide 2
It is designed to slide against. The central portion of the guide 4 is communicated with the ball passage 1. As shown in FIG. 4, the plate 7 has four cross-shaped members assembled in a substantially cross shape, and a ball passage 6 is formed at the center thereof. The pillar member 9 is formed in a cross-sectional shape that matches the outer guide 3 of the guide 4 as understood from FIG. Flange 8 is provided at both ends of column member 9. Reference numeral 8a indicates a bolt hole for connection.
【0010】次に図3において11は鉄製の頂板であ
り、そのボルト穴11aにより前記柱部材9に、図示し
ないボルトにより取付けられる。但し、この頂板11は
最初の、即ち最上部となる柱単体10のみに取付けら
れ、他の柱単体10には取付けられない。Next, in FIG. 3, reference numeral 11 denotes an iron top plate, which is attached to the pillar member 9 by a bolt hole 11a by a bolt (not shown). However, this top plate 11 is attached only to the first pillar body 10, that is, the uppermost pillar body 10, and not to the other pillar bodies 10.
【0011】次に、12は金属製の玉13の圧入装置で
あり、端壁19を有し、上方の開口した角筒状の本体2
0内にスクリュ−21が設けられ、このスクリュ−21
の回動により玉13が、基台5の内部へ、ひいてはガイ
ド4の内部を経て、前記柱単体10の頂壁11下面迄圧
入され、更に圧入を続けることにより前記柱単体10が
上昇させられるようになっている。22は前記スクリュ
−21に一例として設けられたスプロケットであり、チ
ェン23により駆動装置24に連結されている。25は
減速装置、26はモ−タを示す。Next, reference numeral 12 is a press-fitting device for a metal ball 13, which has an end wall 19 and has a rectangular cylindrical main body 2 having an upper opening.
0 is provided with a screw-21, and this screw-21
Is rotated to press the ball 13 into the base 5 and then the guide 4 to the lower surface of the top wall 11 of the pillar 10, and the pillar 10 is lifted by continuing the press-fitting. It is like this. Reference numeral 22 is a sprocket provided as an example on the screw 21 and is connected to a drive device 24 by a chain 23. Reference numeral 25 is a speed reducer, and 26 is a motor.
【0012】なおこの圧入装置12は駆動装置24を用
いることなく、前記スプロケット22を図示しないラチ
エット爪を有するラチエットのハンドルに替えて、手動
により駆動するように形成しても差し支えはない。It should be noted that the press-fitting device 12 may be constructed such that the sprocket 22 is replaced by a ratchet handle having a ratchet pawl (not shown) and driven manually without using the drive device 24.
【0013】又図2及び図1において16は前記基台5
を例えばコンクリ−ト等に固定する場合の固定部、17
は前記圧入装置12を取付ける取付部でボルト12aに
より着脱自在に取付けられるようになっている。2 and 1, 16 is the base 5
A fixing part for fixing the to a concrete, for example, 17
Is a mounting portion for mounting the press-fitting device 12, and is detachably mounted by a bolt 12a.
【0014】なお前記圧入装置12の、本体20上には
ホッパが設けられ、このホッパ中に玉13が収容される
が、図示を省略されている。この実施例の作動について
述べると、まず前記基台5を例えば図示しない地表に打
設したコンクリート等に、その固定部16により不動に
固定し、次に基台5の取付部17に前記圧入装置12
を、ボルト12a等により着脱自在に取付ける。そし
て、前記ガイド4に対応させて、前記のように柱部材9
により、柱単体10を組付け構成する。この場合板体7
を図4に示すようにほぼ十字状になるように、かつスペ
ーサ9cを設け、その中央部に玉通路6を形成させて構
成する。A hopper is provided on the main body 20 of the press-fitting device 12, and the balls 13 are housed in the hopper, but not shown. The operation of this embodiment will be described. First, the base 5 is immovably fixed to, for example, concrete cast on the surface of the ground (not shown) by a fixing portion 16, and then the press-fitting device is attached to a mounting portion 17 of the base 5. 12
Is detachably attached with bolts 12a or the like. Then, as described above, the pillar member 9 is made to correspond to the guide 4.
Thus, the single pillar 10 is assembled and configured. In this case the plate 7
As shown in FIG. 4, the spacer 9c is provided in a substantially cross shape, and the ball passage 6 is formed in the center thereof.
【0015】又その上端部に頂板11を取付ける。そし
て前記圧入装置12に金属製の玉13を供給し、前記駆
動装置24により駆動し、又は手動により、前記スクリ
ュー21を回動し、かつこの圧入装置12に玉13を供
給して、この玉13を前記通路1から玉通路6に昇ら
せ、かつ前記頂板11に達しさせ、更に圧入して前記柱
単体10を上昇させる。A top plate 11 is attached to the upper end of the top plate 11. Then, a metal ball 13 is supplied to the press-fitting device 12, driven by the driving device 24, or the screw 21 is rotated manually, and the ball 13 is supplied to the press-fitting device 12, 13 is moved up from the passage 1 to the ball passage 6, reaches the top plate 11, and is further press-fitted to raise the column single body 10.
【0016】この上昇により現れた前記ガイド4に対応
させて、前記と同様にして他の柱単体10を組付け構成
させ、かつこれを上方の柱単体10と、そのフランジ8
を用いて連結させ、この連結した二つの柱単体10、1
0を前記のようにして上昇させ、以下繰返して同様に作
業し、目的とする高さに達したならば、前記圧入着装1
2を、前記基台5から外し取り、かつ内部の玉13を抜
き去り、前記柱単体10の最下部のものの下端部を、前
記基台5に対し溶接する。Corresponding to the guide 4 that appears due to this rise, another pillar unit 10 is assembled and constructed in the same manner as described above, and this is mounted on the upper pillar unit 10 and the flange 8 thereof.
And the two pillar units 10 and 1 which are connected to each other.
0 is raised as described above, the same operation is repeated thereafter, and when the target height is reached, the press-fitting wear 1
2 is removed from the base 5, the balls 13 inside are removed, and the lower end of the lowermost pillar 10 is welded to the base 5.
【0017】[0017]
【発明の効果】この発明は前記のように構成されたこと
により、前記従来のようにクレーン車等を用いることな
く、鉄柱を立設することができる。又その装置を提供す
ることができる。Since the present invention is constructed as described above, the iron pillar can be erected upright without using a crane truck or the like as in the conventional case. Further, the device can be provided.
【図1】この発明の実施例を示し、鉄柱の立設装置の側
面図である。FIG. 1 is a side view of an iron pole standing device according to an embodiment of the present invention.
【図2】同じく鉄柱の立設装置の部分の、一部を省略し
て示した斜視図である。FIG. 2 is a perspective view of a portion of an iron pole standing device, omitting a part thereof.
【図3】同じく鉄柱の立設装置の部分の斜視図である。FIG. 3 is a perspective view of a portion of an iron pole standing device of the same.
【図4】同じく鉄柱の立設装置の部分の斜視図である。FIG. 4 is a perspective view of a portion of a steel pillar standing device.
【図5】同じく鉄柱の立設装置の一部を省略して示した
平面図である。FIG. 5 is a plan view in which a part of a steel pillar standing device is also omitted.
1 通路 2 内ガイド 3 外ガイド 4 ガイド 5 基台 6 玉通路 7 板体 8 フランジ 9 柱部材 10 柱単体 11 頂板 12 圧入装置 13 玉 16 固定部 17 取付部 1 passage 2 inner guide 3 outer guide 4 guide 5 base 6 ball passage 7 plate body 8 flange 9 pillar member 10 pillar unit 11 top plate 12 press-fitting device 13 ball 16 fixing portion 17 mounting portion
Claims (2)
に、該通路1に連通し、かつ内ガイド2及び外ガイド3
を形成したガイド4を有する基台5を、不動の状態に固
定し、上記ガイド4に、該ガイド4の外面形状にほぼ合
致する内面形状で、かつ前記内ガイド2に、玉通路6を
形成して収容される板体7を含み、両端にフランジ8を
有する柱部材9から成る柱単体10を組付け形成し、上
端に頂板11を取付け、前記基台5に玉の圧入装置12
を取付け、該圧入装置12により玉13を前記基台5の
通路1から前記玉通路6内を上昇させ、前記頂板11を
押し上げて、前記柱単体10を上昇させ、該上昇により
現れた前記ガイド4に対し、前記柱単体10と同様な他
の柱単体10を構成させ、これを上方の前記柱単体10
と固定し、前記同様にして上昇させ、かつ該操作を繰返
して行い、目的の高さに達したならば、前記圧入装置1
2を前記基台5から取り外し、前記玉13を抜き取り、
最下段の前記柱単体10の下部を前記基台5に溶接する
ことを特徴とする鉄柱の立設方法。1. A passage 1 which is obliquely upward facing is provided inside and communicates with the passage 1 at an upper portion, and an inner guide 2 and an outer guide 3 are provided.
A base 5 having a guide 4 formed with is fixed in an immovable state, and a ball passage 6 is formed in the guide 4 with an inner surface shape substantially matching the outer surface shape of the guide 4 and in the inner guide 2. A column unit 10 including a column member 9 having flanges 8 at both ends is assembled and formed, a top plate 11 is attached to the upper end, and a ball press-fitting device 12 is attached to the base 5.
The ball 13 is lifted from the passage 1 of the base 5 in the ball passage 6 by the press-fitting device 12, the top plate 11 is pushed up, and the pillar unit 10 is raised. 4, the other pillar single body 10 similar to the pillar single body 10 is configured, and the above pillar single body 10
When the target height is reached, the press-fitting device 1 is fixed.
2 is removed from the base 5, the ball 13 is removed,
A method of standing an iron pillar, characterized in that the lower part of the pillar single body 10 in the lowermost stage is welded to the base 5.
基台5;内部に玉13の通路1を有し、かつ同玉13の
圧入装置12を取付ける取付部17を有する前記基台
5;該基台5上に、前記通路1に連通して上下方向に設
けられた、玉通路6aを有するガイド4;内側に内ガイ
ド2、外側に外ガイド3を形成した上記ガイド4;上記
基台5に、着脱自在に設けられた、前記通路1及び玉通
路6に玉13を圧入する圧入装置12;前記ガイド4に
対応させて,柱部材9の組立てにより構成された柱単体
10;内側に、前記内ガイド2によりガイドされる板体
7を含み、前記外ガイド3にほぼ合致し、両端にフラン
ジ8を有する柱部材9により組立てられる柱単体10;
該柱単体10の、最上となる柱単体10に取付けられる
頂板11;前記圧入装置12により前記基台5及び柱単
体10内に圧入され、かつ柱単体10を上昇させる金属
製の玉13;から成ることを特徴とする鉄柱の立設装
置。2. A base 5 having a fixing portion 16 for fixing to another one; a base 5 having a passage 1 for a ball 13 therein, and a mounting portion 17 for mounting a press-fitting device 12 of the ball 13 therein. A guide 4 having a ball passage 6a, which is vertically provided on the base 5 and communicates with the passage 1. The guide 4 having an inner guide 2 inside and an outer guide 3 formed outside; A press-fitting device 12 for press-fitting a ball 13 into the passage 1 and the ball passage 6, which is detachably provided on the table 5. A column unit 10 constructed by assembling a column member 9 corresponding to the guide 4; A column unit 10 that includes a plate member 7 guided by the inner guide 2, is substantially matched with the outer guide 3, and is assembled by a column member 9 having flanges 8 at both ends;
From the top plate 11 of the pillar single body 10 attached to the uppermost pillar single body 10; a metal ball 13 that is press-fitted into the base 5 and the pillar single body 10 by the press-fitting device 12 and that raises the pillar single body 10; A steel pillar standing device characterized by being formed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29617692A JPH0830389B2 (en) | 1992-11-05 | 1992-11-05 | Standing method and standing device for steel pillar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29617692A JPH0830389B2 (en) | 1992-11-05 | 1992-11-05 | Standing method and standing device for steel pillar |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06146601A true JPH06146601A (en) | 1994-05-27 |
JPH0830389B2 JPH0830389B2 (en) | 1996-03-27 |
Family
ID=17830151
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29617692A Expired - Lifetime JPH0830389B2 (en) | 1992-11-05 | 1992-11-05 | Standing method and standing device for steel pillar |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0830389B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3826777A1 (en) * | 1988-08-06 | 1990-02-08 | Kathrein Werke Kg | Axial two-band antenna |
-
1992
- 1992-11-05 JP JP29617692A patent/JPH0830389B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3826777A1 (en) * | 1988-08-06 | 1990-02-08 | Kathrein Werke Kg | Axial two-band antenna |
Also Published As
Publication number | Publication date |
---|---|
JPH0830389B2 (en) | 1996-03-27 |
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