JP2001329693A - Erection method and device for steel column - Google Patents

Erection method and device for steel column

Info

Publication number
JP2001329693A
JP2001329693A JP2000152074A JP2000152074A JP2001329693A JP 2001329693 A JP2001329693 A JP 2001329693A JP 2000152074 A JP2000152074 A JP 2000152074A JP 2000152074 A JP2000152074 A JP 2000152074A JP 2001329693 A JP2001329693 A JP 2001329693A
Authority
JP
Japan
Prior art keywords
fitting
iron
pole
erection
iron pole
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.)
Pending
Application number
JP2000152074A
Other languages
Japanese (ja)
Inventor
Takayoshi Nakamura
隆義 中村
Kazumitsu Ishikawa
一光 石川
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.)
Kito KK
Kito Corp
Original Assignee
Kito KK
Kito 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 Kito KK, Kito Corp filed Critical Kito KK
Priority to JP2000152074A priority Critical patent/JP2001329693A/en
Publication of JP2001329693A publication Critical patent/JP2001329693A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide an erection method capable of erecting a steel column safely, very accurately, even if it is large, in a short erection time at a low cost by using a lightweight winch and traction device having excellent operability. SOLUTION: Notches 1c made in vertical directions positioned in advance at predetermined intervals in upper and lower steel columns and brackets 7 projected out externally are provided and, at the time of erection and plumbing of the steel columns, engaged fittings 6 are fitted and inserted to the notches 1c of the positioned upper and lower steel columns 1a and 1b and the upper and lower steel columns 1a and 1b are temporary fixed by temporary fittings, lever type hoists 3 are linked to brackets 7 engaged fittings 6, a chain 4 is tensioned by the lever type hoists 3, the upper steel column 1a is relatively raised through the engaged fittings 6, and any tilt of steel column is corrected in this erection and method for the steel column.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、鉄柱を用いた構造
物の柱建て入れ方法及び装置に関するもので、特に巻上
牽引装置を用いた操作性、安全性に優れ、かつ建入れ精
度も高い柱建て入れ方法及装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for erection of a structure using an iron column, and more particularly to an operability and safety using a hoisting traction device, and a high accuracy of erection. The present invention relates to a method and an apparatus for inserting a pillar.

【0002】[0002]

【従来の技術】従来の鉄柱建て入れ方法は、(1)レバ
ー式ホイストとワイヤ又はチェーンを用いて柱建て入れ
仮組みを行った後に、ブロック単位で鉄柱の垂直方向の
立ち調整を行う方法や、(2)柱の結合部にジャッキ、
クサビ等を用いて、建て入れ時に、鉄柱毎に垂直方向の
立ち調整を行う方法が採用されている。
2. Description of the Related Art A conventional method of installing a steel pole is as follows: (1) After temporarily assembling the pillar using a lever type hoist and a wire or a chain, a vertical standing adjustment of a steel pole is performed in block units. , (2) Jack at the joint of the pillar,
A method of adjusting the vertical standing of each iron pole at the time of building using wedges or the like has been adopted.

【0003】次に上記した従来の柱建て入れ方法につい
て、図5、6を用いて説明する。
[0005] Next, the above-mentioned conventional method of inserting a pillar will be described with reference to FIGS.

【0004】図5は上記(1)の従来方法を示し、この
方法は既設の鉄柱21の上部に新たな鉄柱22を吊り上
げ、両者をエレクションピース23aでボルト接合し、
さらに新たな鉄骨梁23bを仮接続した後に、建て入れ
調整用のワイヤー23cを構築されたフレーム内の対角
線上に張り、そのワイヤー23cの長さをターンバック
ルやチェーンブロック23dで調整することにより、新
たな鉄柱22の傾きの調整を行うものである。
FIG. 5 shows the above-mentioned conventional method (1). In this method, a new iron pole 22 is lifted above an existing iron pole 21, and both are bolted together with an erection piece 23a.
Furthermore, after temporarily connecting a new steel beam 23b, a wire 23c for the installation adjustment is stretched diagonally in the constructed frame, and the length of the wire 23c is adjusted by a turnbuckle or a chain block 23d. The inclination of the new iron pole 22 is adjusted.

【0005】この方法では、現状のように高層化が進み
鉄柱が太くなると、ワイヤだけでは建て入れ調整が困難
となり、また鉄骨梁を取り付ける際、鉄柱の下部は仮止
めされているだけであり危険であった。
In this method, when the steel pole is thickened and the steel pole becomes thick as in the current situation, it is difficult to adjust the installation using only the wire, and when installing the steel beam, the lower part of the steel pole is only temporarily fixed, which is dangerous. Met.

【0006】また図6は上記(2)の従来方法を示し、
この方法は既設の鉄柱21の上部に新たな鉄柱22を吊
り上げ、既設鉄柱21と上部鉄柱22の接続部のフラン
ジ21a,22aを挾むようにスプライスプレート24
を当てて、ボルト25で仮締を行うとともに、スプライ
スプレート24の上下フランジ部分にジャッキ取付治具
26を取り付け、上下ジャッキ取付治具間にピン28を
介してジャッキ27を取り付け、ジャッキ27を伸縮さ
せて、新たな鉄柱22の傾きの調整を行い、建て入れ調
整を行った後に、スプライスプレート24のボルト25
を本締めし、両鉄柱を連結、固定するものである。
FIG. 6 shows the conventional method (2).
According to this method, a new iron pole 22 is suspended above an existing iron pole 21, and a splice plate 24 is sandwiched so as to sandwich the flanges 21 a, 22 a at a connection portion between the existing iron pole 21 and the upper iron pole 22.
, And temporarily tighten with the bolts 25, attach the jack mounting jig 26 to the upper and lower flange portions of the splice plate 24, attach the jack 27 between the upper and lower jack mounting jigs via the pins 28, and expand and contract the jack 27. Then, after adjusting the inclination of the new iron pole 22 and adjusting the insertion, the bolt 25 of the splice plate 24 is adjusted.
Are fixed to connect and fix both iron poles.

【0007】この方法では、ジャッキを使用するため、
重くかつ操作性に劣り、また、これらに使用する治具は
他に用途のない専用治具で高価であるため、工費面にお
いても改善が求められていた。さらに、高所において重
いジャッキを使用するため、工事の安全管理の面からも
望ましいものではなかった。
In this method, since a jack is used,
It is heavy and inferior in operability, and the jig used for these is a dedicated jig that has no other purpose and is expensive, so that improvement in construction cost has been required. In addition, heavy jacks are used at high places, which is not desirable from the viewpoint of safety management of construction.

【0008】[0008]

【発明が解決しようとする課題】上記した通り従来の建
て入れ方法は、高層化が進み、太い鉄柱の建て入れを行
う場合において、建て入れ調整が困難であったり、高所
における工事において、操作性、安全性において満足で
きるものではなかった。
As described above, the conventional building method is difficult to adjust when building a thick steel pole and building it at a high place. It was not satisfactory in terms of performance and safety.

【0009】本発明は、従来の建て入れ方法における上
記課題を解決するもので、引締め手段、特に軽量で操作
性が良い巻上牽引装置を用い、太い鉄柱であっても、安
全、かつ高精度に、また、安価で、建て入れ作業時間も
短縮できる建て入れ方法とその装置を提供することを目
的とするものである。
The present invention solves the above-mentioned problems in the conventional erection method, and uses a tightening means, particularly a hoisting traction device which is lightweight and easy to operate, and is safe and highly accurate even with a thick iron pole. Another object of the present invention is to provide an inexpensive installation method and an apparatus thereof that can reduce the installation work time.

【0010】[0010]

【課題を解決するための手段】本発明は上記課題を解決
するもので、上下鉄柱に所定間隔で予め接合端部の上下
で位置合せされて互いに対峙するようにした垂直方向切
り込みを形成し、本体部に外方に突出するブラケットを
設け、鉄柱の建て入れ時において、位置合せされた上下
鉄柱の切り込みに嵌装金具を嵌挿し、仮止め金具を介し
て上下鉄柱を仮固定し、ブラケットと嵌装金具に引締め
手段を係着し、引締め手段により嵌装金具を傾動し、嵌
装金具を介して上部鉄柱を相対的に上昇させて、鉄柱の
傾きを補正することを特徴とする鉄柱の建て入れ方法で
ある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has vertical notches formed at upper and lower iron poles at predetermined intervals in advance so as to be positioned above and below a joint end so as to face each other, Provide a bracket protruding outward in the main body, insert the fittings into the cuts of the aligned upper and lower iron poles when installing the iron pole, temporarily fix the upper and lower iron poles through the temporary fixing metal, and The tightening means is engaged with the fitting, the fitting is tilted by the tightening means, and the upper iron pole is relatively raised through the fitting, thereby correcting the inclination of the iron pole. It is a building method.

【0011】本発明によると、予め鉄柱に接合部上下で
位置合せされた垂直方向切り込みと外方に突出するブラ
ケットを設けることによって、切り込みに嵌挿される嵌
装金具を新たに用意するだけで、従来の引締め手段、特
にレバー式ホイスト等の巻上牽引装置を用いて、建て入
れ時における鉄柱の傾きを補正することができるため、
軽量で操作性に優れ、かつ安価で、安全に建て入れ操作
を行うことができる建て入れ方法を提供でき、さらに建
て入れ時に鉄柱の切り込みに嵌装金具が嵌挿されるの
で、仮止め用プレートによる仮止め作用を補完し、仮止
め機能の優れた建て入れ方法を提供することができる。
According to the present invention, by providing a vertical notch and a bracket protruding outwardly, which are previously aligned on the iron column at the top and bottom of the joint, it is only necessary to newly prepare a fitting fitting to be inserted into the notch. By using a conventional tightening means, especially a hoisting traction device such as a lever type hoist, it is possible to correct the inclination of the iron pole at the time of building,
It is lightweight, excellent in operability, inexpensive, and can provide a method of installation that can safely perform the installation operation.Furthermore, a fitting metal fitting is inserted into the notch of the iron pole at the time of installation, so a temporary fixing plate is used. The temporary fastening function can be complemented, and an excellent temporary fastening function can be provided.

【0012】[0012]

【発明の実施の形態】本発明の請求項1に記載の発明
は、上下鉄柱に所定間隔で予め接合端部の上下で位置合
せされて互いに対峙するようにした垂直方向切り込みを
設け、本体部に外方に突出するブラケットを設け、鉄柱
の建て入れ時において、位置合せされた上下鉄柱の切り
込みに嵌装金具を嵌挿し、仮止め金具を介して上下鉄柱
を仮固定し、ブラケットと嵌装金具に引締め手段を係着
し、引締め手段により嵌装金具を傾動し、嵌装金具を介
して上部鉄柱を相対的に上昇させて、鉄柱の傾きを補正
することを特徴とするもので、予め鉄柱に位置合せされ
た垂直方向切り込みと外方に突出するブラケットを設け
ることによって、切り込みに嵌挿される嵌装金具を新た
に用意するだけで、従来引締め手段として一般に使用さ
れているターンバックルや特に操作性の優れたレバー式
ホイスト等の巻上牽引装置を用いて、建て入れ時におけ
る鉄柱の傾きを補正することができるため、軽量で操作
性に優れ、かつ建て入れ用の専用の用具を使用しないた
め安価で、安全に建て入れ操作を行うことができる建て
入れ方法を提供でき、さらに鉄柱の切り込みに嵌装金具
が嵌挿されるので、鉄柱の水平方向の移動を防止し、仮
止め用金具による仮止め作用を補完し、仮止め機能の優
れた建て入れ方法を提供することができる作用を有す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The invention according to claim 1 of the present invention is characterized in that upper and lower iron poles are provided with vertical cuts which are positioned at predetermined intervals above and below a joint end and face each other. Is provided with a bracket that protrudes outward, and when inserting the iron pole, the fittings are inserted into the cuts of the aligned upper and lower iron poles, and the upper and lower iron poles are temporarily fixed via the temporary fixing metal, and the bracket is fitted. It is characterized in that the tightening means is engaged with the metal fitting, the fitting metal fitting is tilted by the tightening means, the upper iron pole is relatively raised through the fitting metal fitting, and the inclination of the iron pole is corrected. By providing a vertical notch aligned with the steel pole and a bracket protruding outward, it is only necessary to newly prepare a fitting fitting to be inserted into the notch, and a turnback conventionally used as a tightening means is conventionally provided. And a hoist such as a lever-type hoist with excellent operability can correct the inclination of the steel pole at the time of installation, so it is lightweight, excellent in operability, and specially designed for installation. Since no tools are used, it is possible to provide an inexpensive and safe installation method, and furthermore, since a fitting is inserted into the notch of the iron pole, horizontal movement of the iron pole is prevented, and It has the effect of complementing the temporary fixing action of the metal fittings and providing an excellent installation method with a temporary fixing function.

【0013】請求項2に記載の発明は、上下鉄柱の一方
に垂直方向切り込みを狹んで、仮止め金具を固設し、仮
止め金具に嵌装金具を軸着し、嵌装金具と他方の鉄柱に
設けたブラケット間に引締め装置を介設したことを特徴
とするもので、上下鉄柱は水平方向の移動を切り込に嵌
挿した嵌装金具により規制され、上下方向の移動を一方
の鉄柱に設けた仮止め用金具に固定された嵌装金具と他
方の鉄柱に設けたブラケット間に介設したレバー式ホイ
ストによる緊張作用により規制されるので、確実な仮止
めを行うことができる作用を有する。
According to a second aspect of the present invention, a temporary fixing member is fixed to one of the upper and lower iron poles by narrowing a cut in a vertical direction, a fitting metal fitting is fixedly mounted on the temporary fixing metal fitting, and the fitting metal fitting and the other of the fitting metal fitting are fixed. The tightening device is interposed between brackets provided on the iron pole, and the upper and lower iron poles are restricted in horizontal movement by a fitting fitting inserted into the notch, and the vertical movement of one iron pole is restricted. Is regulated by the tensioning action of the lever type hoist interposed between the fitting fitting fixed to the temporary fixing metal fitting provided on the other side and the bracket provided on the other iron pole. Have.

【0014】請求項3に記載の発明は、上下鉄柱の垂直
方向切り込みに嵌挿される嵌装金具を備えたことを特徴
とする鉄柱の建て入れ用巻上牽引装置であり、従来のレ
バー式ホイストに嵌装金具を新たに用意することによ
り、鉄柱の建て入れ用装置を提供できるため、建て入れ
用の専用用具をほとんど用いることなく、安価でかつ操
作性の優れた建て入れ装置を提供できる作用を有する。
According to a third aspect of the present invention, there is provided a hoisting and pulling device for erection of an iron pole, comprising a fitting fitting to be inserted into a vertical cut of an upper and lower iron pole, and a conventional lever-type hoist. By providing a new fitting, a device for laying a steel pole can be provided, so that an inexpensive and operable laying device can be provided with little use of a dedicated tool for laying. Having.

【0015】以下、本発明の実施の形態について、図面
を参照して説明する。 (実施の形態1)図1(a)は本発明の実施の形態1の
建て入れ方法を示す正面図、(b)はその平面図、図2
は仮止め金具部分を示す拡大正面図、図3は実施の形態
1における建て入れ時の鉄柱の傾きの補正動作の説明図
である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings. (Embodiment 1) FIG. 1 (a) is a front view showing a method of setting in Embodiment 1 of the present invention, FIG. 1 (b) is a plan view thereof, and FIG.
FIG. 3 is an enlarged front view showing a temporary fixing metal part, and FIG. 3 is an explanatory diagram of an operation of correcting the inclination of the iron pole at the time of installation according to the first embodiment.

【0016】図において、1は鉄柱で、1aは既設の下
部鉄柱1b上にクレーン等で吊り上げ仮固定された上部
鉄柱、1cは鉄柱1a,1bに予め位置合せされて互い
に対峙するようにして設けられた垂直方向切り込み、2
は上部鉄柱1aと下部鉄柱1bの持続部に設けられた水
平方向の間隙、3は上下鉄柱1a,1b間に跨設された
レバー式ホイスト、3aはレバー式ホイストの把手、3
bはフック、4は巻上げチェーン、4aはフック、5は
スリング、5aはフック、6は上下鉄柱に予め位置合せ
して設けられた垂直方向の切り込み1cに嵌設される嵌
装金具、6aは嵌装金具の段部、7は上部鉄柱1aに取
設されたブラケット、8は嵌装金具6およびブラケット
7に穿孔された穴に装着されるU字環、8aは接続ボル
ト、9は下部鉄柱1bに切り込み1cを狹んで設けられ
た仮止め金具、10は仮止め金具9と嵌装金具6を連結
する連結ボルトである。
In the drawing, reference numeral 1 denotes an iron pole; 1a, an upper iron pole suspended and temporarily fixed on an existing lower iron pole 1b by a crane or the like; and 1c, which are previously positioned on the iron poles 1a, 1b and provided so as to face each other. Vertical notch, 2
Is a horizontal gap provided at a continuous portion between the upper iron column 1a and the lower iron column 1b, 3 is a lever type hoist provided between the upper and lower iron columns 1a and 1b, 3a is a handle of the lever type hoist, 3
b is a hook, 4 is a hoisting chain, 4a is a hook, 5 is a sling, 5a is a hook, 6 is a fitting that is fitted into a vertical notch 1c provided in advance on upper and lower iron poles, and 6a is A step portion of the fitting, 7 is a bracket attached to the upper iron pole 1a, 8 is a U-shaped ring attached to a hole formed in the fitting 6 and the bracket 7, 8a is a connection bolt, 9 is a lower iron pole. Temporary fixing fittings 10 provided with a notch 1c narrow in 1b are connecting bolts for connecting the temporary fixing fitting 9 and the fitting fitting 6.

【0017】次に本実施の形態における鉄柱の建て入れ
動作について説明する。
Next, a description will be given of the operation of inserting the iron pole in the present embodiment.

【0018】まず、クレーン等で下部鉄柱1b上に上部
鉄柱1aを吊り上げ、上部鉄柱1aの下端を下部鉄柱1
b上に仮立設し、上下鉄柱1a,1bに設けた切り込み
1cを位置合せし、位置合わせされた切り込み1cに嵌
装金具6をその段部6aが鉄柱1に係合するまで嵌装
し、嵌装金具6を仮止め用金具9にボルト10にて固定
する。
First, the upper iron pole 1a is lifted on the lower iron pole 1b by a crane or the like, and the lower end of the upper iron pole 1a is connected to the lower iron pole 1a.
b, the notches 1c provided in the upper and lower iron columns 1a, 1b are aligned, and the fitting 6 is fitted into the aligned notch 1c until the step 6a engages with the iron column 1. Then, the fitting 6 is fixed to the temporary fixing metal 9 with the bolt 10.

【0019】次に上部鉄柱1aに固設されたブラケット
7に装着されたU字環8のボルト8aにスリング5の上
部フック5aを係着し、その下部フック5aをレバーブ
式ホイスト3の上部フック3bに係着し、次にレバー式
ホイスト3の下部フック4aを嵌装金具6に装着された
U字環8のボルト8aに係着する。
Next, the upper hook 5a of the sling 5 is engaged with the bolt 8a of the U-shaped ring 8 attached to the bracket 7 fixed to the upper iron pole 1a, and the lower hook 5a is connected to the upper hook of the lever type hoist 3. Then, the lower hook 4a of the lever type hoist 3 is engaged with the bolt 8a of the U-shaped ring 8 attached to the fitting 6.

【0020】この状態において、上下鉄柱1a,1bは
水平方向の摺動を切り込に嵌挿した嵌装金具6により規
制され、上下方向の移動を下部鉄柱1bに設けた仮止め
用金具9に固定された嵌装金具6と上部鉄柱1aに設け
たブラケット7間に介設したレバー式ホイスト3による
緊張作用により規制されるので、確実な仮止め作用を行
うことができる。
In this state, the upper and lower iron poles 1a and 1b are restricted in horizontal sliding by a fitting metal fitting 6 inserted into the notch, and the vertical movement is reduced by a temporary fixing metal fitting 9 provided on the lower iron pole 1b. Since it is regulated by the tensioning action of the lever type hoist 3 interposed between the fixed fitting 6 and the bracket 7 provided on the upper iron column 1a, a reliable temporary fixing action can be performed.

【0021】上下鉄柱1a,1bが仮止めされた状態で
レバー式ホイスト3の把手3aを回動することによっ
て、ブラケット7と嵌装金具6間に張設されたチェーン
4、5が緊張し、嵌装金具6の端部はチェーンにより上
方に回動すべく引張られるため傾動し、嵌装金具6によ
るてこ運動により上部鉄柱1aは上方に持ち上げられ
る。
By rotating the handle 3a of the lever type hoist 3 in a state where the upper and lower iron poles 1a and 1b are temporarily fixed, the chains 4 and 5 stretched between the bracket 7 and the fitting 6 are tensioned. The end of the fitting 6 is tilted because it is pulled upward by the chain so as to rotate upward, and the upper iron column 1a is lifted upward by the lever movement by the fitting 6.

【0022】図3に示すように、レバー式ホイスト3を
回動することにより、嵌装金具6の端部を上方に持ち上
げる力が作用し、てこ運動により嵌装金具6の背面に接
している上部鉄柱1aは嵌挿金具のボルト挿通孔とボル
ト10のガタの範囲内で相対的に上昇し、鉄柱の傾きを
補正し、補正した状態で上下鉄柱1a,1bの接続部分
を溶接して両鉄柱を1体的に固定する。
As shown in FIG. 3, when the lever type hoist 3 is rotated, a force for lifting the end of the fitting 6 is applied, and the lever 6 is in contact with the rear surface of the fitting 6 by leverage. The upper iron column 1a relatively rises within the range of the play of the bolt 10 and the bolt insertion hole of the fitting, corrects the inclination of the iron column, and welds the connection portion between the upper and lower iron columns 1a and 1b in the corrected state. An iron pole is fixed integrally.

【0023】上記した実施の形態においては、断面四角
の角柱を用いたがこれに限定されるものではなく、例え
ば円柱であっても同じ作用を奏するし、また引締め手段
として巻上牽引装置であるレバー式ホイストを用いたが
これに限定されるものではない。
In the above-described embodiment, a rectangular column having a square cross section is used. However, the present invention is not limited to this. For example, a cylindrical column has the same function, and a hoisting traction device is used as a tightening means. Although a lever type hoist was used, it is not limited to this.

【0024】また、嵌挿金具6の鉄柱切込みに嵌挿する
部分の形状は、略矩形断面形状としたが、これを例え
ば、略T字状にし、鉄柱部分をそれに合致する形状とす
ることもでき、これに限定されるものではない。 (実施の形態2)図4(a)(b)は本発明の実施の形
態2の建て入れ方法を示し、実施の形態1と相違する点
は、実施の形態1では、ブラケット7を上部鉄柱1aに
設けたが、本実施の形態では、ブラケット7を下部鉄柱
に設け、嵌装金具6とブラケット7間でレバー式ホイス
ト3によりチェーン4、5を緊張し、嵌装金具6を介し
て、上部鉄柱1aを相対的に上昇させ、鉄柱の傾きを補
正するもので、実施の形態1と同じ作用を奏するもので
ある。
Although the shape of the portion of the fitting 6 to be inserted into the cut of the iron column has a substantially rectangular cross-sectional shape, the shape may be, for example, a substantially T-shape, and the shape of the iron column portion may be matched. Yes, but not limited to this. (Embodiment 2) FIGS. 4 (a) and 4 (b) show a method of embedding according to Embodiment 2 of the present invention. The difference from Embodiment 1 is that in Embodiment 1, the bracket 7 is attached to the upper iron pole. 1a, in the present embodiment, the bracket 7 is provided on the lower iron pole, and the chains 4 and 5 are tensioned by the lever type hoist 3 between the fitting 6 and the bracket 7, and through the fitting 6 The upper iron column 1a is relatively raised to correct the inclination of the iron column, and has the same function as the first embodiment.

【0025】[0025]

【発明の効果】本発明によると、予め鉄柱に位置合せさ
れた垂直方向切り込みと外方に突出するブラケットを設
けることによって、切り込みに嵌挿される嵌装金具を新
たに用意するだけで、従来の巻上牽引装置であるレバー
式ホイストやターンバックル等を用いて、建て入れ時に
おける鉄柱の傾きを補正することができるため、軽量で
操作性に優れ、かつ安価で、安全に建て入れ操作を行う
ことができる建て入れ方法を提供でき、さらに、上下鉄
柱は水平方向の摺動を切り込に嵌挿した嵌装金具により
規制され、上下方向の移動を一方の鉄柱に設けた仮止め
用金具に固定された嵌装金具と他方の鉄柱に設けたブラ
ケット間に介設したレバー式ホイストによる緊張作用に
より規制されるので、確実な仮止めを行うことができる
効果を有する。
According to the present invention, by providing a vertical notch aligned in advance with an iron pole and a bracket protruding outward, only a new fitting metal fitting to be inserted into the notch is prepared, and the conventional fitting is provided. Using a hoisting and pulling device such as a lever-type hoist or turnbuckle, the inclination of the iron column during installation can be corrected, so that the installation operation is lightweight, excellent in operability, cheap, and safe. In addition, the upper and lower iron poles can be provided, furthermore, the horizontal sliding is regulated by a fitting fitting inserted into the notch, and the vertical movement is provided to the temporary fixing bracket provided on one iron pole. Since it is regulated by the tensioning action of the lever-type hoist interposed between the fixed fitting and the bracket provided on the other iron pole, there is an effect that reliable temporary fixing can be performed.

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

【図1】(a)は本発明の建て入れ方法を示す正面図で
ある。(b)は平面図である。
FIG. 1 (a) is a front view showing a method for installing a building according to the present invention. (B) is a plan view.

【図2】仮止め金具部分を示す拡大正面図である。FIG. 2 is an enlarged front view showing a temporary fixing metal part.

【図3】補正動作説明図である。FIG. 3 is an explanatory diagram of a correction operation.

【図4】(a)は本発明の他の形態の建て入れ方法を示
す正面図である。(b)は平面図である。
FIG. 4 (a) is a front view showing another embodiment of the method of installing the present invention. (B) is a plan view.

【図5】従来の建て入れ方法を示す概要図である。FIG. 5 is a schematic diagram showing a conventional installation method.

【図6】従来の建て入れ方法を示す概要図である。FIG. 6 is a schematic diagram showing a conventional installation method.

【符号の説明】[Explanation of symbols]

1 鉄柱 1a 上部鉄柱 1b 下部鉄柱 1c 垂直方向切り込み 2 間隙 3 レバー式ホイスト 3a 把手 3b フック 4 巻上げチェーン 4a フック 5 スリング 5a フック 6 嵌装金具 7 ブラケット 8 U字環 9 仮止め金具 10 連結ボルト DESCRIPTION OF SYMBOLS 1 Iron pole 1a Upper iron pole 1b Lower iron pole 1c Vertical cut 2 Gap 3 Lever type hoist 3a Handle 3b Hook 4 Hoisting chain 4a Hook 5 Sling 5a Hook 6 Fitting fitting 7 Bracket 8 U-shaped ring 9 Temporary fixing fitting 10 Connecting bolt

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 上下鉄柱に、所定間隔で予め接合端部の
上下で位置合せされて互いに対峙するようにした垂直方
向切り込みを形成し、本体部に外方に突出するブラケッ
トを設け、鉄柱の建て入れ時において、位置合せされた
上下鉄柱の切り込みに嵌装金具を嵌挿し、上下鉄柱を仮
固定し、ブラケットと嵌装金具に引締め手段を係着し、
引締め手段により嵌装金具を傾動し、嵌装金具を介して
上部鉄柱を相対的に上昇させて、鉄柱の傾きを補正する
ことを特徴とする鉄柱の建て入れ方法。
1. An upper and lower iron pole is provided with vertical cuts which are aligned at predetermined intervals above and below a joint end so as to face each other, and a bracket protruding outward is provided in a main body, and At the time of installation, fitting fittings are inserted into the cuts of the aligned upper and lower iron poles, the upper and lower iron poles are temporarily fixed, and a tightening means is engaged with the bracket and the fitting fitting,
A method of installing a steel pole, wherein the fitting is tilted by a tightening means, and the upper iron pole is relatively raised through the fitting to correct the inclination of the iron pole.
【請求項2】 上下鉄柱の一方に垂直方向切り込みを狹
んで、仮止め金具を固設し、仮止め金具に嵌装金具を軸
着し、嵌装金具と他方の鉄柱に設けたブラケット間に引
締め装置を介設したことを特徴とする請求項1記載の鉄
柱の建て入れ方法。
2. A temporary fixing member is fixed to one of the upper and lower iron poles by narrowing a cut in the vertical direction, a fitting is pivotally mounted on the temporary fixing member, and a bracket is provided between the fitting and the other iron pole. 2. The method according to claim 1, wherein a tightening device is provided.
【請求項3】 上下鉄柱の垂直方向切り込みに嵌挿され
る嵌装金具を備えたことを特徴とする請求項1または2
記載の方法を実施するための鉄柱の建て入れ用引締め装
置。
3. A fitting according to claim 1, further comprising a fitting fitting inserted into a vertical cut of the upper and lower iron poles.
A tightening device for erection of a steel pole for performing the method described.
JP2000152074A 2000-05-23 2000-05-23 Erection method and device for steel column Pending JP2001329693A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000152074A JP2001329693A (en) 2000-05-23 2000-05-23 Erection method and device for steel column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000152074A JP2001329693A (en) 2000-05-23 2000-05-23 Erection method and device for steel column

Publications (1)

Publication Number Publication Date
JP2001329693A true JP2001329693A (en) 2001-11-30

Family

ID=18657545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000152074A Pending JP2001329693A (en) 2000-05-23 2000-05-23 Erection method and device for steel column

Country Status (1)

Country Link
JP (1) JP2001329693A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756064A (en) * 2018-08-24 2018-11-06 浙江远大钢构实业有限公司 A kind of square tube column docking auxiliary construction structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756064A (en) * 2018-08-24 2018-11-06 浙江远大钢构实业有限公司 A kind of square tube column docking auxiliary construction structure

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