JPH08128113A - Method and device for erection of structure post - Google Patents

Method and device for erection of structure post

Info

Publication number
JPH08128113A
JPH08128113A JP28872894A JP28872894A JPH08128113A JP H08128113 A JPH08128113 A JP H08128113A JP 28872894 A JP28872894 A JP 28872894A JP 28872894 A JP28872894 A JP 28872894A JP H08128113 A JPH08128113 A JP H08128113A
Authority
JP
Japan
Prior art keywords
pillar
built
post
pillars
new
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
JP28872894A
Other languages
Japanese (ja)
Inventor
Shunji Uchida
俊司 内田
Naoki Yokoyama
直樹 横山
Shozo Iwata
昌三 岩田
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP28872894A priority Critical patent/JPH08128113A/en
Publication of JPH08128113A publication Critical patent/JPH08128113A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE: To prevent inclined suspension and secure safety by raising a post near an erection position with a lift means and connect the upper end of the post to the upper position of a lower story post, and then turn the post to keep the post upright, and lower the post on the lower story post to fix them each other. CONSTITUTION: A new post is lifted up near an erection position in a horizontal state with two arms 8a and 8b by way of a turning means which is mounted to a hook block of a crane. A part which is the upper part of the new post 3 is brought near a chain block 5 of the uppermost story above a lower story post 4 so as to hang the other end of a wire 18 connected to the upper end of the post 3 on a hook of a chain block 5. Then, a wire 6 is extended so as to lower the post 3 and an erection device is turned with a wire 18 so that the post 3 may drop vertically. After that, the erection device 12 is removed from the new post 3. Then, the chain block 5 is lowered where a new post 3 is erected on an existing post 4 of the lower story and fixed by welding, for example.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は構造物の柱の建込み方法
及び装置、特に全天候型構築工法によりビル等の高層建
造物を構築する場合の下階の既設柱に新たな建込み柱を
建込む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 apparatus for constructing a pillar of a structure, and in particular, a new built-in pillar is added to an existing pillar on the lower floor when a high-rise building such as a building is constructed by an all-weather construction method. The present invention relates to a method and a device for building.

【0002】[0002]

【従来の技術】従来、ビル等の高層構築物の全天候型の
構築工法として、先ず、最上階となるフレームを地上部
で組み立て、この最上階フレームをリフトアップ装置に
より上昇せしめ、1階部分の柱や梁の建て込みを行な
い、1階部分の施工終了後に上記最上階フレームを上昇
せしめ、2階部分の建て込みを行ない、以下同様にして
順次上層階の建て込みを行なう工法が提案されている。
2. Description of the Related Art Conventionally, as an all-weather construction method for a high-rise building such as a building, first, an uppermost floor frame is assembled on the ground, and the uppermost floor frame is lifted by a lift-up device to form a pillar on the first floor. A method is proposed in which the first and second floors are erected by erection of beams and beams, the uppermost frame is raised after the construction of the first floor is completed, and so on. .

【0003】かかる工法において、最上階フレーム1よ
り下方の階の既設の柱上に新たな柱を建込むためには、
図5に示すように、最上階フレーム1が既設の柱の上方
に位置している場合にはクレーン2により新たな柱3を
直接下階の既設の柱4上に移動せしめることができず、
そのため、新たな柱3をまず上記クレーン2により所定
の高さまで吊り下げ、上記下階の既設の柱4上部におい
て最上階フレーム1の下面に設けられた揚重機器、例え
ばチェーンブロック5でそのチェーンブロックの一端に
設けられたフックを上記新たな柱3の上部に引っかけ、
上記チェーンブロック5を巻き上げるとともにクレーン
2のワイヤー6を伸ばし、図5の2点鎖線で示すように
新たな柱3が上記既設の柱4上部に位置した状態となる
までチェーンブロック5及びワイヤー6を調整し完全に
新たな柱3が既設の柱4上に位置されるようになった
ら、上記クレーン2のワイヤー6を上記新たな柱3から
取り外し、上記チェーンブロック5を操作して上記新た
な柱3を下降し、上記既設の柱4に建込み、溶接等を行
なっていた。
In this construction method, in order to build a new pillar on the existing pillar on the floor below the uppermost floor frame 1,
As shown in FIG. 5, when the uppermost floor frame 1 is located above the existing pillar, the new pillar 3 cannot be moved directly onto the existing pillar 4 on the lower floor by the crane 2;
Therefore, the new pillar 3 is first suspended by the crane 2 to a predetermined height, and a lifting device provided on the lower surface of the uppermost floor frame 1 above the existing pillar 4 on the lower floor, for example, a chain block 5 is used to lift the chain. Hook the hook provided at one end of the block on the upper part of the new pillar 3,
Winding up the chain block 5 and extending the wire 6 of the crane 2 until the new pillar 3 is positioned above the existing pillar 4 as shown by the chain double-dashed line in FIG. When the new pole 3 is adjusted and completely positioned on the existing pole 4, the wire 6 of the crane 2 is removed from the new pole 3, and the chain block 5 is operated to operate the new pole. 3 was descended, and it was built in the existing pillar 4 and welded.

【0004】[0004]

【発明が解決しようとする課題】然しながら、上記従来
のチェーンブロック5のフックの新たな柱3への取り付
け、取り外しは人手によって行わなければならず、これ
は高所作業であるため危険があり、チェーンブロック5
とクレーン2のワイヤー6の巻き上げ、巻き下げの調整
が困難なため作業に時間がかかっていた。
However, the attachment and detachment of the hook of the above-mentioned conventional chain block 5 to the new column 3 must be performed manually, which is dangerous because it is a work at a high place. Chain block 5
Since it was difficult to adjust the hoisting and hoisting of the wire 6 of the crane 2, it took time to work.

【0005】また、新たな柱3が或る期間チェーンブロ
ック5とクレーン2のワイヤー6の相吊りとなるため、
クレーンの斜め吊りを生じ危険である等の欠点があっ
た。
Since the new pillar 3 suspends the chain block 5 and the wire 6 of the crane 2 for a certain period,
There were drawbacks such as the diagonal hanging of the crane and the danger.

【0006】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 eliminates the above drawbacks.

【0007】[0007]

【課題を解決するための手段】本発明の構造物の柱の建
込み方法は、建込み柱を吊上げ手段を介して水平状態で
建込み位置近傍に上昇せしめる工程と、上記建込み柱の
上端とすべき端部を下階の柱の上方に位置する地点に連
結せめる工程と、上記建込み柱を回動して垂直ならしめ
る工程と、上記垂直の建込み柱を下階の柱上に下降せし
める工程と、上記建込み柱を上記下階の柱に固定する工
程とより成る。
The method of erection of a pillar of a structure according to the present invention comprises a step of raising the erection pillar to a vicinity of the erection position in a horizontal state through a lifting means, and an upper end of the erection pillar. The step of connecting the end that should be to the point above the pillar on the lower floor, the step of rotating the built-in pillar to make it vertical, and the vertical built-up pillar on the pillar of the lower floor It comprises a step of lowering and a step of fixing the built-in pillar to the pillar on the lower floor.

【0008】また、本発明方法では、上記建込み柱を垂
直ならしめた後上記吊上げ手段を上記建込み柱から取り
外し、その後の建込み柱の吊上げに用いる工程を含む。
Further, the method of the present invention includes the step of removing the hoisting means from the built-in pillar after normalizing the built-in pillar and using it for the subsequent hoisting of the built-in pillar.

【0009】また、本発明の構造物の柱の建込み装置
は、建込み柱を水平に吊下する手段と、上記建込み柱の
上端とすべき端部を下階の柱の上方に位置する地点に連
結せしめる手段と、上記建込み柱の吊下手段を下降せし
めて上記建込み柱を垂直ならしめる手段と、上記垂直の
建込み柱を上記吊下手段と共に、上記垂直建込み柱が下
階の柱に達する迄下降せしめる手段とより成る。
Further, in the structure pillar erection device of the present invention, the means for suspending the erection pillar horizontally and the end which should be the upper end of the erection pillar are located above the pillar on the lower floor. The means for connecting to the point, the means for lowering the hanging means of the built-in pillar to vertically level the built-in pillar, and the vertical built-in pillar together with the hanging means, the vertical built-in pillar is It consists of means for lowering it until it reaches the pillar on the lower floor.

【0010】上記建込み柱の吊下手段は、上記建込み柱
の長さ方向に離間した少なくとも2点にその一端を連結
し、他端をクレーンのフックに連結した2個の剛性部材
である。
The hanging means for the built-in pillar is two rigid members having one end connected to at least two points spaced apart in the lengthwise direction of the built-in pillar and the other end connected to the hook of the crane. .

【0011】上記2個の剛性部材の他端の近傍位置相互
間は、剛性連結部材によって連結されている。
Rigid connecting members are connected between the positions near the other ends of the two rigid members.

【0012】上記建込み柱の吊下手段は、上記建込み柱
の長さ方向に離間した少なくとも2点にその一端を連結
し、他端をクレーンのフックに連結した2本のロープで
ある。
The suspending means for the built-in pillar is two ropes, one end of which is connected to at least two points spaced apart in the lengthwise direction of the built-in pillar, and the other end of which is connected to the hook of the crane.

【0013】[0013]

【実施例】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.

【0014】本発明においては、図1に示すように、ク
レーン2のワイヤー6によってフックブロック7を吊下
する。また、剛性のある一方及び他方の棒状のアーム8
a及び8bと、上記アーム8a及び8bの上端を枢支点
9で夫々回動自在に枢支した旋回手段10と、上記アー
ム8aと8bを所定の角度に開いた状態で維持するため
上記アーム8aと8bの上端近傍位置相互間に介挿した
長さ調整自在なターンバックル11とにより柱の建込み
装置12を形成し、これを上記フックブロック7の下部
に取り付ける。
In the present invention, as shown in FIG. 1, the hook block 7 is suspended by the wire 6 of the crane 2. Further, one and the other rod-shaped arms 8 having rigidity
a and 8b, a swinging means 10 in which the upper ends of the arms 8a and 8b are rotatably supported at pivot points 9, respectively, and the arm 8a for keeping the arms 8a and 8b open at a predetermined angle. And a turnbuckle 8b of which the length is freely adjustable, which is inserted between the positions near the upper end of 8b, forms a column erection device 12, which is attached to the lower part of the hook block 7.

【0015】また、図1〜図3に示すように、地上部で
新たな柱3を水平に配置し、建込み時において上部とな
る部分の側面にアイピース13を固定し、このアイピー
ス13に取付ボルト14を介して取付金具15を連結
し、この取付金具15にピン16を介して上記柱の建込
み装置12の一方のアーム8aの下端を回動自在に枢支
する。
Further, as shown in FIGS. 1 to 3, a new pillar 3 is horizontally arranged on the ground, and the eyepiece 13 is fixed to the side surface of the upper part at the time of construction, and is attached to the eyepiece 13. A mounting member 15 is connected through a bolt 14, and a lower end of one arm 8a of the pillar erection device 12 is rotatably supported by the mounting member 15 through a pin 16.

【0016】また、建込み時において下部となる部分の
側面にアイピース17を取り付け、このアイピース17
に上記他方のアーム8bの下端をシャックル等を介して
回動自在に枢支する。
Also, an eyepiece 17 is attached to the side surface of the lower part when the eyepiece 17 is installed.
The lower end of the other arm 8b is rotatably supported by a shackle or the like.

【0017】また、建込み時において上端となる部分の
2側面に2本のワイヤー18の一端を夫々連結せしめ、
クレーン2により上記新たな柱3を略水平に保ちながら
建込み位置近傍まで持ち上げる。
Further, one ends of the two wires 18 are respectively connected to two side surfaces of a portion which becomes an upper end at the time of installation,
The crane 2 raises the new column 3 near the building position while keeping the new column 3 substantially horizontal.

【0018】なお、上記アーム8aと8b間の開き角度
は上記ターンバックル11により所望値に調整する。
The opening angle between the arms 8a and 8b is adjusted to a desired value by the turnbuckle 11.

【0019】上記新たな柱3が建込み位置近傍付近に上
昇されたとき、図3に示すように上記クレーン2によっ
て上記新たな柱3の上部となる部分が上記下階の既設の
柱4上部の最上階フレーム1に設けられたチェーンブロ
ック5に接近する位置となるように上記新たな柱3を旋
回し、上記チェーンブロック5のフックに新たな柱3の
上端に予め連結しておいた上記ワイヤー18の他端を引
っ掛ける。
When the new pillar 3 is lifted to the vicinity of the building position, the upper portion of the new pillar 3 is the upper portion of the existing pillar 4 on the lower floor by the crane 2 as shown in FIG. The new pillar 3 is swung so as to come close to the chain block 5 provided on the uppermost frame 1 of the above, and the hook of the chain block 5 is connected to the upper end of the new pillar 3 in advance. Hook the other end of the wire 18.

【0020】次に、上記クレーン2のワイヤー6を伸ば
し上記新たな柱3を下方に下降せしめると、上記ワイヤ
ー18のため上記柱の建込み装置12は上記旋回手段1
0の枢支点9を中心に除々に回動し、上記クレーン2の
ワイヤー6の張力がなくなった時点で、図4に示すよう
に上記ワイヤー18のみで新たな柱3が吊り下げられた
状態となるから、この時点でクレーン2のワイヤー6の
巻き下げを停止する。
Next, when the wire 6 of the crane 2 is extended and the new column 3 is lowered downward, the column erection device 12 is moved by the turning means 1 due to the wire 18.
When the wire 6 of the crane 2 is released from the tension, the new pillar 3 is suspended only by the wire 18 as shown in FIG. Therefore, the lowering of the wire 6 of the crane 2 is stopped at this point.

【0021】その後、上記他方のアーム8bの下端のみ
を上記アイピース17から取り外し、上記クレーン2に
より、図4の2点鎖線で示すようにアーム8a,8bの
夫々の下端が水平位置になるまでワイヤー6を巻き上
げ、この状態になったとき上記一方のアーム8aの端部
を枢支した上記取付金具15を上記新たな柱3から取り
外し、上記新たな柱3からの上記柱の建込み装置12の
取り外しを完了する。
Thereafter, only the lower end of the other arm 8b is removed from the eyepiece 17, and the crane 2 is used to wire the lower ends of the arms 8a and 8b to the horizontal position as shown by the chain double-dashed line in FIG. 6 is wound up, and when this state is reached, the mounting bracket 15 pivotally supporting the end portion of the one arm 8a is removed from the new column 3, and the installation device 12 for the column from the new column 3 is removed. Complete the removal.

【0022】上記柱の建込み装置12の取り外し完了
後、上記チェーンブロック5を下降して上記既設の柱4
上に新たな柱3を建込み、溶接等により固定せしめる。
After the removal of the pillar building device 12 is completed, the chain block 5 is lowered to move the existing pillar 4 into place.
A new pillar 3 is built on the top and fixed by welding or the like.

【0023】なお、上記アーム8a,8bとしては剛性
のないチェーン等を用いてもよい。
A chain having no rigidity may be used as the arms 8a and 8b.

【0024】[0024]

【発明の効果】上記のように本発明によれば、従来の方
法と異なりチェーンブロックの使用長さの調整作業及び
クレーンワイヤーの調整作業を不要ならしめることがで
きるので、作業時間の短縮を図ることができ、また、新
たな柱を垂直にする時や、柱の建込み装置を新たな柱か
ら取り外すときにおいてもクレーンのワイヤーによる斜
め吊りを防止できるため安全に作業をすることができる
という大きな利益がある。
As described above, according to the present invention, unlike the conventional method, it is possible to eliminate the work of adjusting the working length of the chain block and the work of adjusting the crane wire, so that the working time can be shortened. In addition, it is possible to prevent the diagonal hanging by the wire of the crane even when the new pillar is made vertical or when the pillar erection device is removed from the new pillar. Have a profit

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

【図1】本発明の構造物の柱の建込み装置の説明用斜視
図である。
FIG. 1 is a perspective view for explaining an apparatus for constructing a pillar of a structure according to the present invention.

【図2】本発明の構造物の柱の建込み装置におけるアー
ム取付金具の詳細を示す斜視図である。
FIG. 2 is a perspective view showing details of an arm attachment fitting in the apparatus for constructing a pillar of a structure of the present invention.

【図3】本発明の構造物の柱の建込み方法の説明図であ
る。
FIG. 3 is an explanatory diagram of a method of constructing a pillar of a structure of the present invention.

【図4】本発明の構造物の柱の建込み装置を取り外す方
法の説明図である。
FIG. 4 is an explanatory view of a method of removing the building device for the pillar of the structure of the present invention.

【図5】従来の構造物の柱の建込み方法の説明図であ
る。
FIG. 5 is an explanatory view of a conventional method of constructing a pillar of a structure.

【符号の説明】[Explanation of symbols]

1 最上階フレーム 2 クレーン 3 新たな柱 4 既設の柱 5 チェーンブロック 6 ワイヤー 7 フックブロック 8a 一方のアーム 8b 他方のアーム 9 枢支点 10 旋回手段 11 ターンバックル 12 柱の建込み装置 13 アイピース 14 取付ボルト 15 取付金具 16 ピン 17 アイピース 18 ワイヤー 1 Top floor frame 2 Crane 3 New column 4 Existing column 5 Chain block 6 Wire 7 Hook block 8a One arm 8b The other arm 9 Pivot point 10 Turning means 11 Turnbuckle 12 Column building device 13 Eyepiece 14 Mounting bolt 15 Mounting bracket 16 Pin 17 Eyepiece 18 Wire

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 建込み柱を吊上げ手段を介して水平状態
で建込み位置近傍に上昇せしめる工程と、 上記建込み柱の上端とすべき端部を下階の柱の上方に位
置する地点に連結せめる工程と、 上記建込み柱を回動して垂直ならしめる工程と、 上記垂直の建込み柱を下階の柱上に下降せしめる工程
と、 上記建込み柱を上記下階の柱に固定する工程とより成る
ことを特徴とする構造物の柱の建込み方法。
1. A process of vertically raising a built-in pillar to a vicinity of the built-in position through a hoisting means, and an end which should be an upper end of the built-in pillar is located above a pillar on a lower floor. The step of connecting, the step of rotating the built-in pillars to make them vertical, the step of lowering the vertical built-in pillars to the pillars on the lower floor, and fixing the built-in pillars to the pillars on the lower floor A method of erection of a pillar of a structure, which comprises the step of:
【請求項2】 上記建込み柱を垂直ならしめた後上記吊
上げ手段を上記建込み柱から取り外し、その後の建込み
柱の吊上げに用いる工程を含む請求項1記載の構造物の
柱の建込み方法。
2. The building of a pillar of a structure according to claim 1, further comprising a step of removing the hoisting means from the built-up pillar after vertically aligning the built-up pillar and using it for hoisting the built-up pillar thereafter. Method.
【請求項3】 建込み柱を水平に吊下する手段と、 上記建込み柱の上端とすべき端部を下階の柱の上方に位
置する地点に連結せしめる手段と、 上記建込み柱の吊下手段を下降せしめて上記建込み柱を
垂直ならしめる手段と、 上記垂直の建込み柱を上記吊下手段と共に、上記垂直建
込み柱が下階の柱に達する迄下降せしめる手段とより成
ることを特徴とする構造物の柱の建込み装置。
3. A means for suspending a built-in pillar horizontally, a means for connecting an end, which should be the upper end of the built-in pillar, to a point located above the pillar on the lower floor, and a means for connecting the built-in pillar. It comprises means for lowering the hanging means to normalize the built-in pillars, and means for lowering the vertical built-in pillars together with the hanging means until the vertical built-in pillars reach the pillars on the lower floor. A device for constructing a pillar of a structure, which is characterized in that
【請求項4】 上記建込み柱の吊下手段が、上記建込み
柱の長さ方向に離間した少なくとも2点にその一端を連
結し、他端をクレーンのフックに連結した2個の剛性部
材である請求項3記載の構造物の柱の建込み装置。
4. The two rigid members, wherein the suspension means for the built-in pillar has one end connected to at least two points spaced apart in the longitudinal direction of the built-in pillar and the other end connected to a hook of a crane. The construction device for a pillar of a structure according to claim 3, wherein
【請求項5】 上記2個の剛性部材の他端の近傍位置相
互間が、剛性連結部材によって連結されている請求項4
記載の構造物の柱の建込み装置。
5. The rigid connecting member connects adjacent positions of the other ends of the two rigid members with each other.
A device for building a pillar of the described structure.
【請求項6】 上記建込み柱の吊下手段が、上記建込み
柱の長さ方向に離間した少なくとも2点にその一端を連
結し、他端をクレーンのフックに連結した2本のロープ
である請求項3記載の構造物の柱の建込み装置。
6. The rope for suspending the built-in pillar comprises two ropes, one end of which is connected to at least two points spaced apart in the lengthwise direction of the built-in pillar, and the other end of which is connected to a hook of a crane. An apparatus for constructing a pillar of a structure according to claim 3.
JP28872894A 1994-10-31 1994-10-31 Method and device for erection of structure post Pending JPH08128113A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28872894A JPH08128113A (en) 1994-10-31 1994-10-31 Method and device for erection of structure post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28872894A JPH08128113A (en) 1994-10-31 1994-10-31 Method and device for erection of structure post

Publications (1)

Publication Number Publication Date
JPH08128113A true JPH08128113A (en) 1996-05-21

Family

ID=17733923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28872894A Pending JPH08128113A (en) 1994-10-31 1994-10-31 Method and device for erection of structure post

Country Status (1)

Country Link
JP (1) JPH08128113A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550060A (en) * 2020-05-14 2020-08-18 广东粤能工程管理有限公司 Construction method of overhanging steel pipe column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550060A (en) * 2020-05-14 2020-08-18 广东粤能工程管理有限公司 Construction method of overhanging steel pipe column

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