JP2987374B2 - Column material erecting method and device - Google Patents

Column material erecting method and device

Info

Publication number
JP2987374B2
JP2987374B2 JP7352419A JP35241995A JP2987374B2 JP 2987374 B2 JP2987374 B2 JP 2987374B2 JP 7352419 A JP7352419 A JP 7352419A JP 35241995 A JP35241995 A JP 35241995A JP 2987374 B2 JP2987374 B2 JP 2987374B2
Authority
JP
Japan
Prior art keywords
pillar
chain
column
erecting
jig
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
Application number
JP7352419A
Other languages
Japanese (ja)
Other versions
JPH09184294A (en
Inventor
康弘 小田
成男 吉田
武雄 金川
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.)
GOYO KENSETSU KK
Original Assignee
GOYO KENSETSU KK
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 GOYO KENSETSU KK filed Critical GOYO KENSETSU KK
Priority to JP7352419A priority Critical patent/JP2987374B2/en
Publication of JPH09184294A publication Critical patent/JPH09184294A/en
Application granted granted Critical
Publication of JP2987374B2 publication Critical patent/JP2987374B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

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】本発明は柱材の建て起こし方
法及び装置、特に構造物の鉄骨柱の建て起こし方法及び
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 a method and an apparatus for erecting a pillar, and more particularly to a method and an apparatus for erecting a steel column of a structure.

【0002】[0002]

【従来の技術】従来、鉄骨柱の建て方時は柱の下端の溶
接部の開先(斜め切削部分)を痛めないように養生材を
敷いた上で揚重機によって柱の建て起こしを行うか、鉄
骨柱の下端を補助の揚重機で支持しながら主揚重機によ
って鉄骨柱を建て起こす共吊りを行っていた。
2. Description of the Related Art Conventionally, when a steel column is erected, it is necessary to lay a curing material on the welded portion at the lower end of the column (oblique cutting portion) so as not to damage the column, and then raise the column with a lifting machine. While supporting the lower end of the steel column with an auxiliary lifting machine, the main lifting machine was used to hang the steel column together.

【0003】また、図6〜図8に示すように鉄骨柱1の
下端部を専用の台車2上に柱下端受け3を介して設置
し、所定のレール4上を滑らせながら鉄骨柱1の上部を
吊りワイヤ5で吊り上げる方法もとられている。
[0003] As shown in FIGS. 6 to 8, the lower end of the steel column 1 is installed on a dedicated carriage 2 via a column lower end receiver 3, and the steel column 1 is slid on a predetermined rail 4. A method of lifting the upper portion with a suspension wire 5 has been proposed.

【0004】[0004]

【発明が解決しようとする課題】然しながら、養生材を
敷く方法は、柱の集中荷重を受ける場所の選定が大変で
あり、また、建て起こし時にエレクションピース等の変
形など製品の品質保持にあと一歩の不安があった。ま
た、共吊り作業は2台目の揚重機の設置場所などの段取
りが大変であったり、2台の揚重機の近接作業が避けら
れなかった。また、専用台車を用いる方法はその装置の
設置場所を大きくとる等の問題があった。
However, in the method of laying the curing material, it is very difficult to select a place to receive the concentrated load of the pillar, and one more step in maintaining the quality of the product such as deformation of an erection piece when erecting. I was worried. Also, in the co-hanging operation, it was difficult to set up the installation location of the second lifting machine and the like, and the approaching work of the two lifting machines was inevitable. In addition, the method using a dedicated cart has a problem that the installation place of the device is large.

【0005】本発明は上記の欠点を除くようにしたもの
である。
The present invention has been made to eliminate the above disadvantages.

【0006】[0006]

【課題を解決するための手段】本発明の柱材の建て起こ
し方法は、柱材の下面にその端を固定し上記柱材
の他端上面に他端を固定したチェーンを吊り治具に設け
た滑車に懸架し、上記柱材の端と上記柱材以外の固定
点間を拘束ワイヤによって連結する工程と、上記吊り治
具を吊り上げて上記柱材を垂立状態ならしめる工程と、
上記拘束ワイヤを取り外す工程とより成ることを特徴と
する。
Built-raised method pillar of the present invention SUMMARY OF] is the column member fixed to its one end to an end lower surface of the pillar
A step of the other upper surface and the other end is suspended in pulleys provided in the hanging fixed chain jig, connecting the other end and fixed point other than the pillar of the pillar by restraining wire, the suspension A step of lifting the jig to make the column material in an upright state,
Removing the restraining wire.

【0007】また、本発明の柱材の建て起こし方法は、
柱材の下面にその端を固定し上記柱材の他端上面
に他端を固定したチェーンを吊り治具に設けた滑車に懸
架し、上記柱材の一端と上記柱材以外の固定点間を拘束
ワイヤによって連結する工程と、上記吊り治具を吊り上
げて上記柱材を傾斜した状態ならしめて、上記チェーン
をロック工程と、上記拘束ワイヤを取り外す工程とより
成ることを特徴とする。
[0007] The method of erecting a pillar according to the present invention is as follows.
The other end top surface of the pillar to secure the one end to an end lower surface of the pillar
Suspending a chain having the other end fixed to a pulley provided on a hanging jig, connecting one end of the column member and a fixing point other than the column member by a restraining wire, and lifting the hanging jig The method is characterized by comprising a step of locking the chain and a step of removing the restraining wire while the column material is inclined.

【0008】本発明の柱材の建て起こし装置は、柱材の
下面にその端を固定し上記柱材の他端上面に他端
を固定したチェーンと、上記柱材の他端と上記柱材以外
の固定点間を連結する着脱自在な拘束ワイヤと、上記チ
ェーンを懸架せしめる滑車を有する吊り治具とより成る
ことを特徴とする。
[0008] The apparatus for erecting a pillar according to the present invention comprises:
The other end to the other end top surface of the pillar to secure the one end to an end lower surface
A fixed jig, a detachable restraining wire connecting the other end of the column material and a fixing point other than the column material, and a suspension jig having a pulley for suspending the chain. I do.

【0009】上記吊り治具は、チェーンロック機構を有
する。
The hanging jig has a chain lock mechanism.

【0010】上記チェーンロック機構は遠隔操作できる
ようにする。
The chain lock mechanism can be remotely operated.

【0011】[0011]

【発明の実施の形態】以下図面によって本発明の実施例
を説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0012】本発明においては図1に示すように、鉄骨
柱1の両端部の上下面に一方及び他方の吊り用シャック
ル6,7を突設し、このシャックル6,7のうち一端部
下面のシャックル6にチェーン8の一端を固定し、この
チェーン8の他端を他端部上面のシャックル7に固定
し、このチェーン8を吊りビーム等の専用治具9に設け
た2個の滑車10,11に懸架し、この専用治具9を吊
りフック12を介して揚重機(図示せず)により吊下せ
しめると共に、上記専用治具9に遠隔操作可能なチェー
ンロック機構13を設けて上記チェーン8の移動をロッ
ク自在ならしめ、上記鉄骨柱1の他方の吊り用シャック
ル7と地上の固定点14間を所定の長さの拘束ワイヤ1
5によって連結せしめる。
In the present invention, as shown in FIG. 1, one and the other suspension shackles 6 and 7 project from the upper and lower surfaces of both ends of the steel column 1, and one end of the shackles 6 and 7 is provided.
One end of the chain 8 is fixed to the shackle 6 on the lower surface.
The other end of the chain 8 is fixed to the shackle 7 on the upper surface of the other end, and the chain 8 is suspended on two pulleys 10 and 11 provided on a dedicated jig 9 such as a hanging beam, and the dedicated jig 9 is hung. In addition to being suspended by a hoist (not shown) via a hook 12, a chain lock mechanism 13 that can be remotely operated is provided on the dedicated jig 9 so that the movement of the chain 8 can be freely locked. Between the other suspension shackle 7 and the fixed point 14 on the ground,
5 to connect.

【0013】本発明の柱材の建て起こし装置は上記のよ
うな構成であるから、これによって鉄骨柱1を建て起こ
す場合には図1に示すように鉄骨柱1を水平に保持した
状態から遠隔操作でチェーンロック機構13によるチェ
ーンロックを解除し、揚重機により吊りフック12を揚
重すれば、図1に示すように、固定点14とシャックル
7間の拘束ワイヤ15が最大に延びた状態から図2に示
すように鉄骨柱1が直立する方向へ回転し、最終的には
図3に示すように直立した状態になるから、この時点で
吊りフック12をわずかに降下せしめて、図4に示すよ
うに拘束ワイヤ15を取り外し、図5に示すように所定
位置に鉄骨柱を建て込むことができる。
Since the apparatus for erecting a pillar according to the present invention is constructed as described above, when the steel pillar 1 is to be erected by this, the steel pillar 1 is held horizontally as shown in FIG. When the chain lock by the chain lock mechanism 13 is released by operation and the lifting hook 12 is lifted by the lifting machine, as shown in FIG. 1, the restraining wire 15 between the fixed point 14 and the shackle 7 is extended from the maximum. As shown in FIG. 2, the steel column 1 rotates in the upright direction, and finally becomes an upright state as shown in FIG. 3. At this point, the hanging hook 12 is slightly lowered, and FIG. As shown in the figure, the restraining wire 15 is removed, and the steel column can be erected at a predetermined position as shown in FIG.

【0014】この時点で吊りフック12が所定以上に上
昇する危険性がある場合には、安全のため固定点14を
所定重量の移動物に付ける必要がある。
At this time, if there is a danger that the hanging hook 12 will rise above a predetermined level, it is necessary to attach the fixed point 14 to a moving object having a predetermined weight for safety.

【0015】以上は鉄骨柱への適用例であるが、ロック
機構13の開放状態でチェーン8の移動にある程度の抵
抗を持たせるよう専用治具9の滑車10,11の回転を
抑制せしめれば、揚重物を図1〜図3の過程で任意の角
度状態となし得、この状態でロック機構13を作動して
チェーン8をロックすることにより、その傾斜角度を保
ったままで揚重物を搬送し取り付けることも可能とな
る。
The above is an example of application to a steel column. If the rotation of the pulleys 10 and 11 of the dedicated jig 9 is suppressed so that the chain 8 has a certain resistance to the movement of the chain 8 when the lock mechanism 13 is open. The lifted material can be set to an arbitrary angle state in the process of FIGS. 1 to 3, and in this state, the lock mechanism 13 is operated to lock the chain 8, so that the lifted material can be lifted while maintaining the inclination angle. It can also be transported and mounted.

【0016】[0016]

【発明の効果】上記のように本発明の柱材の建て起こし
方法及び装置によれば、運搬されてきた鉄骨柱を、現場
においていちいち荷降ろしや、地上での種々の建て起こ
しの手間を生じることなく、運搬車の荷台より直接に建
入れ作業の状態に吊ることが可能であり、鉄骨柱の建入
れ作業における省力化や従来必要であった建て起こし場
所の節約にもなり、経済的である。
As described above, according to the method and apparatus for erecting a pillar according to the present invention, it is necessary to unload the transported steel column one by one at the site and to perform various erecting steps on the ground. It is possible to hang directly from the carrier of the carrier in the state of the construction work, saving labor in the construction work of the steel column and saving the erecting space which was necessary conventionally, and is economical. is there.

【0017】また、他の重量物の運搬・取付において
も、大型のウインチを使用することなく吊り荷の姿勢制
御を行うことが可能であるため、種々の揚重作業の省力
化や安全作業につながる等種々の利益がある。
[0017] In addition, when carrying or mounting other heavy objects, it is possible to control the posture of the suspended load without using a large winch. There are various benefits such as connection.

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

【図1】本発明の柱材の建て起こし装置の正面図であ
る。
FIG. 1 is a front view of a column material erecting device of the present invention.

【図2】本発明の柱材の建て起こし方法による鉄骨柱の
揚重開始状態の説明図である。
FIG. 2 is an explanatory view of a state in which a steel column starts to be lifted by the method of erecting a column material according to the present invention.

【図3】本発明の柱材の建て起こし方法により鉄骨柱を
垂立状態に吊下した状態の正面図である。
FIG. 3 is a front view of a state in which a steel column is suspended in an upright state by the method of erecting a column material according to the present invention.

【図4】本発明の柱材の建て起こし方法により拘束ワイ
ヤを外した状態の正面図である。
FIG. 4 is a front view of a state in which a restraining wire is removed by the method of erecting a pillar according to the present invention.

【図5】本発明の柱材の建て起こし方法により建込みを
完了した状態の正面図である。
FIG. 5 is a front view showing a state in which the erection is completed by the method of erecting a pillar according to the present invention.

【図6】従来の柱材の建て起こし方法による鉄骨柱の設
置玉掛け状態の説明図である。
FIG. 6 is an explanatory view of the installation and slinging state of a steel column by a conventional method of erecting a column material.

【図7】従来の柱材の建て起こし方法による鉄骨柱の揚
重開始状態の説明図である。
FIG. 7 is an explanatory view of a starting state of lifting of a steel column by a conventional method of erecting a column material.

【図8】従来の柱材の建て起こし方法による鉄骨柱の地
切り前の状態の説明図である。
FIG. 8 is an explanatory diagram of a state before the ground section of a steel column by a conventional method of erecting a column material.

【符号の説明】[Explanation of symbols]

1 鉄骨柱 2 台車 3 柱下端受け 4 レール 5 吊りワイヤ 6 一方の吊り用シャックル 7 他方の吊り用シャックル 8 チェーン 9 専用治具 10 滑車 11 滑車 12 吊りフック 13 チェーンロック機構 14 固定点 15 拘束ワイヤ DESCRIPTION OF SYMBOLS 1 Steel column 2 Dolly 3 Pillar lower end support 4 Rail 5 Suspension wire 6 One suspension shackle 7 The other suspension shackle 8 Chain 9 Dedicated jig 10 Pulley 11 Pulley 12 Suspension hook 13 Chain lock mechanism 14 Fixed point 15 Constraining wire

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−101670(JP,A) 特開 昭57−15770(JP,A) 実開 平7−2377(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04G 21/18 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-7-101670 (JP, A) JP-A-57-15770 (JP, A) JP-A 7-2377 (JP, U) (58) Survey Field (Int.Cl. 6 , DB name) E04G 21/18

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 柱材の下面にその端を固定し上記
柱材の他端上面に他端を固定したチェーンを吊り治具に
設けた滑車に懸架し、上記柱材の端と上記柱材以外の
固定点間を拘束ワイヤによって連結する工程と、上記吊
り治具を吊り上げて上記柱材を垂立状態ならしめる工程
と、上記拘束ワイヤを取り外す工程とより成ることを特
徴とする柱材の建て起こし方法。
1. A its one end to an end lower surface of the pillar to secure the
A step of suspending the pulley provided on the jig hanging chain fixed at the other end to the other end top surface of the pillar, is connected by restraining wire between another end and the fixed point other than the pillar of the pillar, A method of erecting a column material, comprising: a step of lifting the hanging jig to make the column material in an upright state; and a step of removing the restraining wire.
【請求項2】 柱材の下面にその端を固定し上記
柱材の他端上面に他端を固定したチェーンを吊り治具に
設けた滑車に懸架し、上記柱材の一端と上記柱材以外の
固定点間を拘束ワイヤによって連結する工程と、上記吊
り治具を吊り上げて上記柱材を傾斜した状態ならしめ
て、上記チェーンをロック工程と、上記拘束ワイヤを取
り外す工程とより成ることを特徴とする柱材の建て起こ
し方法。
Wherein the one end to an end lower surface of the pillar to secure the
A step of suspending a chain , the other end of which is fixed to the upper surface of the other end of the column, on a pulley provided on a hanging jig, and connecting one end of the column and a fixing point other than the column by a restraining wire; A method of erecting a pillar material, comprising: lifting a hanging jig, leveling the pillar material, inclining the chain, and removing the restraining wire.
【請求項3】 柱材の下面にその端を固定し上記
柱材の他端上面に他端を固定したチェーンと、上記柱材
端と上記柱材以外の固定点間を連結する着脱自在な
拘束ワイヤと、上記チェーンを懸架せしめる滑車を有す
る吊り治具とより成ることを特徴とする柱材の建て起こ
し装置。
Wherein the one end to an end lower surface of the pillar to secure the
A chain fixed at the other end to the other end top surface of the pillar, and removable restraining wire for connecting the other end and fixed point other than the pillar of the pillar, hanging with a pulley allowed to suspending the chain An erecting device for a pillar material, comprising a jig.
【請求項4】 上記吊り治具がチェーンロック機構を有
することを特徴とする請求項3記載の柱材の建て起こし
装置。
4. The apparatus according to claim 3, wherein the hanging jig has a chain lock mechanism.
【請求項5】 上記チェーンロック機構を遠隔操作する
ことを特徴とする請求項4記載の柱材の建て起こし装
置。
5. The apparatus according to claim 4, wherein the chain lock mechanism is remotely operated.
JP7352419A 1995-12-28 1995-12-28 Column material erecting method and device Expired - Fee Related JP2987374B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7352419A JP2987374B2 (en) 1995-12-28 1995-12-28 Column material erecting method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7352419A JP2987374B2 (en) 1995-12-28 1995-12-28 Column material erecting method and device

Publications (2)

Publication Number Publication Date
JPH09184294A JPH09184294A (en) 1997-07-15
JP2987374B2 true JP2987374B2 (en) 1999-12-06

Family

ID=18423956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7352419A Expired - Fee Related JP2987374B2 (en) 1995-12-28 1995-12-28 Column material erecting method and device

Country Status (1)

Country Link
JP (1) JP2987374B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5042291B2 (en) * 2009-10-12 2012-10-03 有限会社信建 Prop uplifting equipment
CN107190990A (en) * 2017-06-02 2017-09-22 北京首钢建设集团有限公司 Factory building steel column installation method under a kind of confined space
JP6562364B2 (en) * 2017-11-10 2019-08-21 五洋建設株式会社 Pipe pile lifting device and pipe pile lifting method
JP6869403B1 (en) * 2020-06-19 2021-05-12 大成建設株式会社 Column member building-up device and column member building-up method
CN113445777B (en) * 2021-07-12 2023-09-15 中国二十冶集团有限公司 Method for renewing and reforming waste gas exhaust drum shift of pickling plant

Also Published As

Publication number Publication date
JPH09184294A (en) 1997-07-15

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