JPH07197694A - Method of construction of connection type columnar body - Google Patents

Method of construction of connection type columnar body

Info

Publication number
JPH07197694A
JPH07197694A JP35088993A JP35088993A JPH07197694A JP H07197694 A JPH07197694 A JP H07197694A JP 35088993 A JP35088993 A JP 35088993A JP 35088993 A JP35088993 A JP 35088993A JP H07197694 A JPH07197694 A JP H07197694A
Authority
JP
Japan
Prior art keywords
columnar body
foundation
work box
column
construction
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
JP35088993A
Other languages
Japanese (ja)
Inventor
Kenjiro Oiwa
健次郎 大岩
Masao Manabe
雅夫 真鍋
Katsuya Tanaka
勝也 田中
Kunio Miki
邦雄 三木
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.)
Nippon Concrete Industries Co Ltd
KDDI Corp
Original Assignee
Nippon Concrete Industries Co Ltd
Nippon Idou Tsushin 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 Nippon Concrete Industries Co Ltd, Nippon Idou Tsushin Corp filed Critical Nippon Concrete Industries Co Ltd
Priority to JP35088993A priority Critical patent/JPH07197694A/en
Publication of JPH07197694A publication Critical patent/JPH07197694A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To enable the execution of works even on an extremely narrow site without requiring a large-sized crane having high height. CONSTITUTION:A working box 2 projected to a high place to an upper section from the periphery of a foundation columnar body 1 is installed to the foundation columnar body 1 projected from a stable solid foundation section to the upper section of the ground in a freely vertically movable manner along the foundation columnar body 1, and a connecting columnar body 1' is placed on the ground in the vicinity of the working box 2. The connecting columnar body 1' is lifted to a place higher than the foundation columnar body 1 by a lifting gear mounted on the working box and moved onto the foundation columnar body 1 and connected and unified, and the working box 2 is elevated onto the connecting columnar body 1'. A process, in which a new connecting columnar body 1' is suspended similarly by the lifting gear and joined and unified with the preceding connecting columnar body, is repeated.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、比較的短い接続柱体
を多数連結することにより、高さの高いアンテナ柱、各
種ポールあるいは建築物等の柱などに用いる柱状体を構
築するための工法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 for constructing a columnar body for use in antenna columns having a high height, various poles, columns for buildings, etc. by connecting a large number of relatively short connecting columns. It is about.

【0002】[0002]

【従来の技術】従来、接続柱体を順次クレーンで吊り上
げて下から上方に継ぎ足すことにより、数十メートルも
の高い柱状体を構築する工法が知られている。
2. Description of the Related Art Conventionally, there has been known a method of constructing a columnar body having a height of several tens of meters by successively hoisting connection columns with a crane and adding the columns from the bottom to the top.

【0003】[0003]

【発明が解決しようとする課題】上記従来の工法では、
柱体ユニットをクレーンで吊り上げるため、タワークレ
ーンなど大型で高さの高いクレーンを現場に設置する必
要があり、そのために柱状体建設用地としてクレーンの
設置場所を含めた相当広大な敷地が必要で、このような
敷地の確保が難しい場所には柱状体の構築が不可能とな
る。
SUMMARY OF THE INVENTION In the above conventional method,
Since the pillar unit is hoisted by a crane, it is necessary to install a large and high crane such as a tower crane on the site, and therefore a considerably large site including the installation site of the crane is required as a column construction site, In such a place where it is difficult to secure the site, it is impossible to construct the columnar body.

【0004】また、山岳地や傾斜地に柱状体を構築する
場合、クレーン設置のための敷地の整備やクレーンの組
立部材の搬入、構築に平地に比べて多額の費用や工期を
要し、施工コストがかなり高額になるという問題があっ
た。
Further, when constructing a columnar body in a mountainous area or a sloping ground, a large amount of cost and construction period are required in order to maintain a site for installing a crane, carry in and construct an assembly member of a crane, and thus a construction cost However, there was a problem that it would be quite expensive.

【0005】[0005]

【課題を解決するための手段】この発明は前記従来の問
題点を解決するために、安定堅固な基礎部より地上に突
出した基礎柱体1に、その周囲から上方に高く突出した
作業ボックス2を基礎柱体1に沿って昇降自在に設置
し、この作業ボックス2の付近の地上に接続柱体1’を
置き、この接続柱体1’を作業ボックスに設けた吊り上
げ装置により基礎柱体1よりも高く吊り上げて基礎柱体
1上に移動して接合一体化した後、作業ボックス2を接
続柱体1’上に上昇させ、前期同様に吊り上げ装置によ
り新たな接続柱体1’を吊り上げて先行の接続柱体に接
合一体化する工程を繰り返すことを特徴とする連結式柱
状体の構築工法を提案するものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned conventional problems, the present invention provides a foundation column 1 projecting above the ground from a stable and solid foundation part, and a work box 2 projecting upward from the periphery thereof. Is installed along the foundation pillar 1 so that it can be lifted and lowered, a connection pillar 1'is placed on the ground near the work box 2, and the connection pillar 1'is hung by a lifting device provided in the work box. After raising it higher and moving it to the foundation pillar 1 to join and integrate it, raise the work box 2 onto the connecting pillar 1'and lift the new connecting pillar 1'with the lifting device as in the previous term. The method for constructing a connection-type columnar body is characterized by repeating the step of joining and integrating with the preceding connecting columnar body.

【0006】[0006]

【作用】作業ボックス2を順次間欠的に上昇させなが
ら、これに設置した吊り上げ装置で接続柱体1’を吊り
上げて基礎柱体あるいは先行の接続柱体1’上に接合す
るため、高さの高い大型のクレーンを要せずに施工する
ことができ、その結果極めて狭小な敷地においても施工
が可能となり、また山岳地や傾斜地において施工する場
合には従来よりも工費を削減することが可能となる。
Function: While the work box 2 is being lifted up intermittently, the connecting column 1'is lifted by the lifting device installed on the work box 2 and joined to the foundation column or the preceding connecting column 1 '. Construction can be performed without the need for a tall and large crane, and as a result construction can be performed even on extremely small sites, and construction costs can be reduced when compared to conventional construction when working on mountainous areas or sloping areas. Become.

【0007】[0007]

【実施例】先ず図2に示すように、最下部の基礎柱体1
の下部を安定堅固な基礎部として地上に突出させ、この
突出した基礎柱体1にその周囲から上方に高く突出した
作業ボックス2を基礎柱体1に沿って昇降自在に設置す
る。
EXAMPLE First, as shown in FIG. 2, the lowest foundation column 1
The lower part of the base is projected to the ground as a stable and solid foundation, and a work box 2 protruding upward from the periphery is installed on the protruding base pillar 1 so as to be vertically movable along the base pillar 1.

【0008】図1は作業ボックス2の一例を示したもの
で、上下に複数の作業ステージ3,3を設けた鋼材から
なる篭状の構造体の上端に吊りビーム4が設けられ、こ
の吊りビーム4には作業ボックス2の昇降ガイド部5上
及びその横にセンターチェーンブロック6及びサイドチ
ェーンブロック7が設置されている。
FIG. 1 shows an example of a work box 2, in which a hanging beam 4 is provided at the upper end of a basket-like structure made of steel having a plurality of working stages 3 and 3 provided above and below. A center chain block 6 and a side chain block 7 are installed on the elevator guide 5 of the work box 2 and on the side thereof.

【0009】作業ボックス2の上部には、基礎柱体1上
に接合する接続柱体1’を横移動するためのガイドレー
ル8,8がチェーンブロック6,7を結ぶ直線方向に所
要間隔で平行に設置され、このガイドレール8,8上に
支持移動ローラ9がスライド自在に載せられ、接続柱体
1’の前後端にはそれぞれ作業ボックス2に取付けたレ
バーブロック10,11のワイヤー10’,11’が連
結されている。
On the upper part of the work box 2, guide rails 8 for laterally moving the connecting column 1'joined to the foundation column 1 are parallel to the linear direction connecting the chain blocks 6, 7 at a required interval. The support moving roller 9 is slidably mounted on the guide rails 8 and 8, and the wires 10 'of the lever blocks 10 and 11 attached to the work box 2 are attached to the front and rear ends of the connecting column 1', respectively. 11 'are connected.

【0010】このように構成された作業ボックス2の付
近の地上に接続柱体1’を置き(図2)、これをサイド
チェーンブロック7のチェーン7’により基礎柱体1よ
りも高く吊り上げて(図3,4)、その上部周囲に支持
移動ローラ9をボルトあるいは締結装置などで固定し、
この支持移動ローラ9を接続柱体1’と共にレバーブロ
ック11で引張ってセンターチェーンブロック6の直下
まで移動させる。
A connecting column 1'is placed on the ground near the work box 2 constructed in this way (FIG. 2), and is lifted higher than the foundation column 1 by the chain 7'of the side chain block 7 ( (FIGS. 3 and 4), the support moving roller 9 is fixed to the upper periphery thereof with a bolt or a fastening device,
The support moving roller 9 is pulled by the lever block 11 together with the connecting column 1 ′ and moved to just below the center chain block 6.

【0011】この移動前又は移動後にセンターチェーン
ブロック6のチェーン6’を接続柱体1’の頭部に連結
し、移動後にチェーン6’で支持しておいて支持移動ロ
ーラ9を取り外し、接続柱体1’を基礎柱体1上に吊り
降ろして図5に示すように両者を接合一体化する。
Before or after this movement, the chain 6'of the center chain block 6 is connected to the head of the connecting column body 1 ', and after the movement, it is supported by the chain 6'and the support moving roller 9 is removed to remove the connecting column. The body 1'is hung on the foundation column 1 and joined together as shown in FIG.

【0012】次に、図6に示すように作業ボックス2を
接続柱体1’上に上昇させ、上記基礎柱体1における作
業工程と同様に新たな接続柱体1’を吊り上げて先行の
接続柱体1’上に接合一体化する。
Next, as shown in FIG. 6, the work box 2 is raised above the connecting column 1 ', and a new connecting column 1'is hung up in the same manner as in the working process of the foundation column 1 and the preceding connection is made. It is joined and integrated on the pillar 1 '.

【0013】このような施工を順次連続し(図7,
8)、設計高さに達したら作業ボックス2を下降させ
(図9)、図10に示すような柱状体を完成する。
Such constructions are successively performed (see FIG. 7,
8) When the design height is reached, the work box 2 is lowered (FIG. 9) to complete the columnar body as shown in FIG.

【0014】図11,12は作業ボックス2の昇降装置
の一例を示したもので、作業ボックス2の上部サイドチ
ェーンブロック7のチェーン7’に連結したワイヤーロ
ープ12を作業ボックス2の下部に取付けた滑車13に
巻き掛け、さらにその先端を基礎柱体1又は最上端の接
続柱体1’の上端に連結し、この状態でサイドチェーン
ブロック7によりワイヤーロープ12を巻き上げること
により、作業ボックス2を上昇させるように構成されて
いる。
11 and 12 show an example of a lifting device for the work box 2, in which the wire rope 12 connected to the chain 7'of the upper side chain block 7 of the work box 2 is attached to the lower part of the work box 2. The work box 2 is lifted by winding it around the pulley 13 and further connecting the tip thereof to the upper end of the base pillar 1 or the uppermost connecting pillar 1'and winding the wire rope 12 by the side chain block 7 in this state. Is configured to let.

【0015】また図13,14は作業ボックス2の昇降
装置の他の例を示したもので、基礎柱体1又は最上端の
接続柱体1’の上端にアーム14を横に突設し、このア
ーム14に取付けた昇降チェーンブロック15のチェー
ン15’を作業ボックス2の下部に連結し、この昇降チ
ェーンブロック15によりチェーン15’を巻き上げる
ことにより作業ボックス2を上昇させ、押圧ボルトなど
の仮止金具16で仮止めするように構成されている。
13 and 14 show another example of the lifting device for the work box 2, in which the arm 14 is laterally projected on the upper end of the base column 1 or the uppermost connecting column 1 '. The chain 15 'of the lifting chain block 15 attached to the arm 14 is connected to the lower part of the work box 2, and the work box 2 is lifted by winding the chain 15' by the lifting chain block 15 to temporarily fix the pressure bolt or the like. It is configured to be temporarily fixed by the metal fitting 16.

【0016】さらに図15,16は作業ボックス2の昇
降装置を油圧ジャッキとした例を示したもので、一端を
作業ボックス2に連結した油圧ジャッキ17の他端を柱
体1又は1’に取付けたアンカー18に連結して作業ボ
ックス2を支持し、この状態で油圧ジャッキ17を伸長
して作業ボックス2を上昇させる。
Further, FIGS. 15 and 16 show an example in which the lifting device of the work box 2 is a hydraulic jack. The other end of the hydraulic jack 17 having one end connected to the work box 2 is attached to the pillar 1 or 1 '. The work box 2 is supported by being connected to the anchor 18 and the hydraulic jack 17 is extended to raise the work box 2 in this state.

【0017】この状態で作業ボックス2の昇降ガイド部
5を柱体1又は1’に仮止めして作業ボックス2を支持
しておいて、油圧ジャッキ17の他端をアンカー18か
ら外して収縮させ、その後は上記と同様な操作を繰り返
して作業ボックス2を間欠的に上昇させる。
In this state, the lifting guide portion 5 of the work box 2 is temporarily fixed to the pillar 1 or 1'to support the work box 2, and the other end of the hydraulic jack 17 is detached from the anchor 18 and contracted. After that, the same operation as above is repeated to raise the work box 2 intermittently.

【0018】なお、上記センターチェーンブロック6、
サイドチェーンブロック7、ガイドレール8,8及び支
持移動ローラ9を用いたことにより、法令にいうクレー
ンに該当せず、クレーンの製造許可及び設置後の落成検
査が不要となる。
The center chain block 6,
By using the side chain block 7, the guide rails 8 and 8 and the supporting and moving roller 9, the crane does not correspond to the law and the manufacturing permission of the crane and the completion inspection after installation are unnecessary.

【0019】従って、作業ボックス2を製造するときの
製造許可に要する期間を短縮でき、個別の工事現場では
落成検査に要する期間を短縮することができる。
Therefore, it is possible to shorten the period required for manufacturing permission when manufacturing the work box 2, and to shorten the period required for completion inspection at individual construction sites.

【0020】また、クレーンとして扱う場合には、作業
ボックス2の吊りビーム4に沿って移動可能な1個のホ
イストを設置し、これで吊り上げた接続柱体1’を基礎
柱体1又は先行の接続柱体1’上に移動して接合するよ
うにしてもよい。
In the case of handling as a crane, one hoist which can move along the suspension beam 4 of the work box 2 is installed, and the connecting column 1'that is hoisted by the hoist is added to the foundation column 1 or the preceding column. You may make it move and join on the connection pillar 1 '.

【0021】[0021]

【発明の効果】以上の通りこの発明によれば、高さの高
い大型のクレーンを要せずに施工することができ、その
結果極めて狭小な敷地においても施工が可能となり、ま
た山岳地や傾斜地において施工する場合には従来よりも
工費を削減することが可能となる。
As described above, according to the present invention, it is possible to carry out construction without the need for a large crane having a high height, and as a result, it is possible to carry out construction even on an extremely small site, and also in mountainous areas or sloping land. In the case of construction in, it is possible to reduce the construction cost more than before.

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

【図1】この発明に用いる作業ボックスの一態様を示す
正面図。
FIG. 1 is a front view showing an aspect of a work box used in the present invention.

【図2】この発明の施工態様を示す正面図。FIG. 2 is a front view showing a construction aspect of the present invention.

【図3】この発明の施工態様を示す正面図。FIG. 3 is a front view showing a construction aspect of the present invention.

【図4】この発明の施工態様を示す正面図。FIG. 4 is a front view showing a construction aspect of the present invention.

【図5】この発明の施工態様を示す正面図。FIG. 5 is a front view showing a construction aspect of the present invention.

【図6】この発明の施工態様を示す正面図。FIG. 6 is a front view showing a construction aspect of the present invention.

【図7】この発明の施工態様を示す正面図。FIG. 7 is a front view showing a construction aspect of the present invention.

【図8】この発明の施工態様を示す正面図。FIG. 8 is a front view showing a construction aspect of the present invention.

【図9】この発明の施工態様を示す正面図。FIG. 9 is a front view showing a construction mode of the present invention.

【図10】この発明の施工完了状態を示す正面図。FIG. 10 is a front view showing a construction completion state of the present invention.

【図11】この発明に係る作業ボックスの昇降装置の一
例における上昇前の態様を示す正面図。
FIG. 11 is a front view showing a mode before raising in an example of a work box raising / lowering device according to the present invention.

【図12】この発明に係る作業ボックスの昇降装置の一
例における上昇後の態様を示す正面図。
FIG. 12 is a front view showing an example of a work box elevating device according to the present invention after being raised.

【図13】この発明に係る作業ボックスの昇降装置の他
の例における上昇前の態様を示す正面図。
FIG. 13 is a front view showing a state before raising in another example of the lifting device for a work box according to the present invention.

【図14】この発明に係る作業ボックスの昇降装置の他
の例における上昇後の態様を示す正面図。
FIG. 14 is a front view showing a state after raising in another example of the work box raising / lowering device according to the present invention.

【図15】この発明に係る作業ボックスの昇降装置のさ
らに他の例における上昇前の態様を示す正面図。
FIG. 15 is a front view showing a mode before raising in still another example of the lifting device for a work box according to the present invention.

【図16】この発明に係る作業ボックスの昇降装置のさ
らに他の例における上昇後の態様を示す正面図。
FIG. 16 is a front view showing a mode after ascending in still another example of the lifting device for a work box according to the present invention.

【符号の説明】[Explanation of symbols]

1 基礎柱体 1’ 接続柱体 2 作業ボックス 3 作業ステージ 4 吊りビーム 5 昇降ガイド部 6 センターチェーンブロック 6’ チェーン 7 サイドチェーンブロック 7’ チェーン 8 ガイドレール 9 支持移動ローラ 10 チェーンブロック 11 チェーンブロック 10’ チェーン 11’ チェーン 12 ワイヤーロープ 13 滑車 14 アーム 15 昇降チェーンブロック 15’ チェーン 16 仮止金具 17 油圧ジャッキ 18 アンカー 1 Foundation Pillar 1'Connecting Pillar 2 Work Box 3 Work Stage 4 Lifting Beam 5 Lift Guide 6 Center Chain Block 6'Chain 7 Side Chain Block 7'Chain 8 Guide Rail 9 Support Moving Roller 10 Chain Block 11 Chain Block 10 'Chain 11' Chain 12 Wire rope 13 Pulley 14 Arm 15 Lifting chain block 15 'Chain 16 Temporary fitting 17 Hydraulic jack 18 Anchor

フロントページの続き (72)発明者 田中 勝也 東京都港区新橋1丁目8番3号 日本コン クリート工業株式会社内 (72)発明者 三木 邦雄 東京都千代田区六番町六番地 日本移動通 信株式会社内Front Page Continuation (72) Inventor Katsuya Tanaka 1-8-3 Shimbashi, Minato-ku, Tokyo Within Nippon Concrete Industry Co., Ltd. In the company

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 安定堅固な基礎部より地上に突出した基
礎柱体に、その周囲から上方に高く突出した作業ボック
スを基礎柱体に沿って昇降自在に設置し、この作業ボッ
クスの付近の地上に接続柱体を置き、この接続柱体を作
業ボックスに設けた吊り上げ装置により基礎柱体よりも
高く吊り上げて基礎柱体上に移動して接合一体化した
後、作業ボックスを接続柱体上に上昇させ、前期同様に
吊り上げ装置により新たな接続柱体を吊り上げて先行の
接続柱体に接合一体化する工程を繰り返すことを特徴と
する連結式柱状体の構築工法。
1. A work box projecting upward from its periphery is installed on a foundation pillar protruding above the ground from a stable and solid foundation so that the work box can be moved up and down along the foundation pillar, and the ground near the work box. Place the connection column on the connection column, and lift this connection column higher than the foundation column by the lifting device provided on the work box and move it onto the foundation column to join and integrate it, then place the work box on the connection column. A method for constructing a connection-type columnar body characterized by repeating the steps of raising and connecting a new connection columnar body by a lifting device and joining and integrating it with the preceding connection columnar body as in the previous period.
JP35088993A 1993-12-31 1993-12-31 Method of construction of connection type columnar body Pending JPH07197694A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35088993A JPH07197694A (en) 1993-12-31 1993-12-31 Method of construction of connection type columnar body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35088993A JPH07197694A (en) 1993-12-31 1993-12-31 Method of construction of connection type columnar body

Publications (1)

Publication Number Publication Date
JPH07197694A true JPH07197694A (en) 1995-08-01

Family

ID=18413589

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35088993A Pending JPH07197694A (en) 1993-12-31 1993-12-31 Method of construction of connection type columnar body

Country Status (1)

Country Link
JP (1) JPH07197694A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101402500B1 (en) * 2013-02-14 2014-06-03 이시우 System and method for constructing towers of drilling derrick utilizing tower crane mast

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101402500B1 (en) * 2013-02-14 2014-06-03 이시우 System and method for constructing towers of drilling derrick utilizing tower crane mast

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