JPH07172767A - Mast dismantler of tower crane - Google Patents

Mast dismantler of tower crane

Info

Publication number
JPH07172767A
JPH07172767A JP24466891A JP24466891A JPH07172767A JP H07172767 A JPH07172767 A JP H07172767A JP 24466891 A JP24466891 A JP 24466891A JP 24466891 A JP24466891 A JP 24466891A JP H07172767 A JPH07172767 A JP H07172767A
Authority
JP
Japan
Prior art keywords
mast
crane
hydraulic cylinder
outrigger
climbing
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
JP24466891A
Other languages
Japanese (ja)
Inventor
Toshiaki Hattori
敏昭 服部
Masanobu Okafuji
匡暢 岡藤
Norio Ogoshi
規雄 小越
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.)
Konoike Construction Co Ltd
Original Assignee
Konoike 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 Konoike Construction Co Ltd filed Critical Konoike Construction Co Ltd
Priority to JP24466891A priority Critical patent/JPH07172767A/en
Publication of JPH07172767A publication Critical patent/JPH07172767A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To perform the mast removal of a tower crane easily by locking a crane body an uppermost floor skeleton and supporting it tight with an outrigger at the position after the completion of skeletal construction work with the tower crane, and then lifting up the upper masts successively. CONSTITUTION:When uppermost floor skeletal construction work is completed, two outriggers 10 and 10 are overhung, and each hydraulic cylinder 11 is situated on the specified steel frame, and then these hydraulic cylinders 11 and 11 are pushed out. In addition a crane body 4 is supported by the steel frame via these hydraulic cylinders 11 and the outriggers 10. Subsequently, a mast upper part being inserted through an opening part of a swivel base 12 of this crane body 4 and slightly projecting upward from this upper end is hitched on a hook at the end of a boom 13, lifting it just above, and thus it is removed. At this time, a climbing boom 6 is stored in a lower part of the outrigger 10 in advance after contracting another hydraulic cylinder 7. In succession, the next mast upper part is hitched on by the hook, lifting up as it is for removal. This operation is repeated successively, whereby this mast upper part is lifted up to the mast and a footing base for removal.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は建物の躯体工事完了後、
タワークレーンのマスト撤去を簡易に行える装置に関す
るものである。
[Field of Industrial Application] The present invention, after the construction of a building structure is completed,
The present invention relates to a device that can easily remove a mast of a tower crane.

【0002】[0002]

【従来の技術】建物の躯体工事をマストクライミング式
タワークレーンを用いて行う場合、まず建築地の所定位
置にマストを樹立し、このマストにクライミング装置を
備えたクレーン本体を設け、このクレーン本体を用いて
躯体工事の進行につれてマストを順次継ぎ足し、かつク
ライミング装置にてクレーン本体をせり上げ、躯体の最
上階までを構築する。そして最上階の工事完了後、クレ
ーン作業が終了すると不用となったタワークレーンを解
体用の大型の移動式クレーンを用いて解体撤去してい
る。
2. Description of the Related Art When building a building using a mast climbing type tower crane, first, a mast is established at a predetermined position in the building, and a crane body equipped with a climbing device is provided on the mast. As the skeleton construction progresses, the masts are successively added and the crane main body is raised by the climbing device to build the top floor of the skeleton. After the completion of the work on the top floor, the tower crane that is no longer needed when the crane work is completed is dismantled and removed using a large mobile crane for dismantling.

【0003】[0003]

【発明が解決しようとする課題】しかしながらタワーク
レーンは建物の内部に設置するため、塔屋工事、外壁工
事などクレーン作業が終了し、タワークレーンを撤去す
るまで、建物の床のこのタワークレーンのマストを挿通
している開口部を閉塞することができない。このため内
部仕上げの早期着工ができず、工期の短縮も限度があっ
た。
However, since the tower crane is installed inside the building, the mast of this tower crane on the floor of the building must be removed until the crane work such as tower construction and outer wall construction is completed and the tower crane is removed. The opening that is being inserted cannot be closed. For this reason, it was not possible to start the internal finish early, and there was a limit to the shortening of the construction period.

【0004】本発明は最上階までの躯体工事が終了する
とクライミング付クレーン本体を最上階の躯体にクレー
ン本体に備えているアウトリガーにて支持させた後、こ
のクライミング装置とクレーン本体を用いて継ぎ足され
たマストをその上部より順次上方へ吊り上げクレーン本
体を用いて撤去することを目的とする。
According to the present invention, after the construction of the building up to the top floor is completed, the climbing crane main body is supported on the top floor building by the outriggers provided in the crane main body, and then the climbing device and the crane main body are used for the addition. The purpose is to lift the mast sequentially from the top and remove it using the crane body.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、マストにそって昇降可能に支
持し、このマストを貫通可能とした開口を有する旋回台
に巻上装置及び俯仰自在にしたブームを設け、この旋回
台下部にアウトマストを配し、このアウトマストに、ク
ライミング用油圧シリンダを介してクライミングフレー
ムを備えてクレーン本体を構成するとともに、このアウ
トマストに張り出し可能なアウトリガーを内蔵し、かつ
これに最上階躯体に支持する油圧シリンダを備え、最上
階躯体にクレーン本体を支持した後、旋回台の開口部よ
りマストの上部より順次吊り上げて撤去するようにな
す。これによりマストの撤去をクレーン本体を躯体最上
階にてアウトリガ−を介して支持した後行い、これによ
りマスト挿通部の床閉鎖工事等を早期に着工可能とし、
クレーン本体を屋上定置式ジブクレーンとして使用可能
とする。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and is a hoisting device for a revolving base having an opening through which the mast is supported so as to be able to move up and down. Also, a boom that can be lifted up and down is installed, an outmast is arranged under this swivel base, and a crane main body is configured with a climbing frame via a hydraulic cylinder for climbing on this outmast, and it is possible to project to this outmast It has a built-in outrigger and is equipped with a hydraulic cylinder that supports it on the top floor structure. After the crane body is supported on the top floor structure, the crane is lifted up from the upper part of the mast through the opening of the swivel base and then removed. With this, the mast is removed after supporting the crane body on the uppermost floor of the body via the outrigger, which makes it possible to start the floor closing work of the mast insertion part etc. early.
The crane body can be used as a rooftop stationary jib crane.

【0006】[0006]

【作用】建物内部にタワークレーンを設置し、鉄骨の組
立作業すなわち躯体工事を行った後、クレーン本体のア
ウトマスト下部に備えたアウトリガーを張り出すととも
にこのアウトリガーに内蔵されている油圧ジャッキを押
し出し、次いで予め最上階躯体の鉄骨に設置されている
束材上にクレーン本体を固定する。そして最上部のマス
トをクレーン本体の旋回台中心の開口部よりクレーン本
体を用いて吊り上げる。この時、最上部のマストと下部
のマストを切り離し、最上部のマストを撤去する。次ぎ
に上部から2本目のマストを3本目と切り離し、2本目
のマストをクレ−ン本体の旋回台中心の開口部より吊り
上げ撤去する。このようにマストの上部より下部ステー
及び基礎ベースまでを順次クレーン本体の旋回台中心の
開口部より順次吊り上げ撤去するとともにこの最上階躯
体に支持されたクレーン本体を屋上定置式ジブクレーン
として建物の仕上作業に使用する。さらにこれによりマ
ストの撤去をタワークレーン本体を用いて行い、かつ各
床の開口部閉鎖等の内部仕上作業が早期に着工できるも
のとなる。
[Operation] After the tower crane is installed inside the building, after the steel frame assembly work, that is, the skeleton construction work, the outrigger provided at the bottom of the outmast of the crane body is extended and the hydraulic jack built into this outrigger is pushed out. Next, the crane body is fixed on the bundle material that is installed in advance on the steel frame of the top floor structure. Then, the uppermost mast is lifted from the opening in the center of the crane body using the crane body. At this time, the uppermost mast is separated from the lowermost mast, and the uppermost mast is removed. Next, the second mast from the top is separated from the third mast, and the second mast is lifted from the opening in the center of the crane main body and removed. In this way, from the upper part of the mast to the lower stay and foundation base are sequentially lifted and removed from the opening in the center of the crane's swivel base, and the crane body supported by this top-floor skeleton is used as a rooftop stationary jib crane to finish the building. To use. Furthermore, this allows the mast to be removed using the tower crane body, and the internal finishing work such as closing the opening of each floor can be started early.

【0007】[0007]

【実施例】以下本発明を図示の実施例にもとづいて説明
する。建物内部の所定位置にタワークレーンのマスト1
を設置するが、これは従来のタワークレーンのマストと
同様、基礎ベース2上に所要長のマスト1を順次その上
部に継ぎ足し、躯体の最上階上方に突出するようになす
とともに下部には下部ステー3を設ける。そしてこのマ
スト1に自昇式のクレーン本体4を備える。
The present invention will be described below with reference to the illustrated embodiments. Tower crane mast 1 in place inside the building
Like the mast of a conventional tower crane, this is constructed by sequentially adding a mast 1 of the required length to the upper part of the foundation base 2 so that it projects above the uppermost floor of the skeleton and the lower stay is at the bottom. 3 is provided. The mast 1 is equipped with a self-elevating crane body 4.

【0008】自昇式のクレーン本体4は図1乃至図3に
詳示するようにマスト1に外嵌するアウトマスト5の下
部にクライミング用シリンダ7を介してクライミングフ
レーム6を配し、アウトマスト5側に設けたクライミン
グ用の油圧シリンダ7,7にてこのクライミングフレー
ム6とアウトマストとの蠕動運動によりマストにそって
クレ−ン本体を上昇するようになすために、このアウト
マスト5及びクライミングマスト6にマスト1への挟持
及び解放を行うマスト挟持機構8,9を夫々設け、これ
らのマスト挟持機構8,9の挟持解放動作とクライミン
グ用油圧シリンダ7の伸縮動作との組み合せによりマス
ト1にそってクレーン本体4を上昇させるようになす。
As shown in FIGS. 1 to 3, the self-elevating type crane main body 4 has a climbing frame 6 disposed below a outmast 5 which is fitted on the mast 1 via a climbing cylinder 7. In order to raise the crane main body along the mast by the peristaltic movement between the climbing frame 6 and the outmast, the hydraulic cylinders 7, 7 for climbing provided on the 5th side are provided. The mast 6 is provided with mast holding mechanisms 8 and 9 for holding and releasing the mast 1, respectively, and the mast 1 is attached to the mast 1 by a combination of the holding and releasing operations of the mast holding mechanisms 8 and 9 and the expanding and contracting operation of the climbing hydraulic cylinder 7. Then, the crane body 4 is raised.

【0009】クレーン本体4のアウトマスト5はマスト
1に外嵌されるようにマスト1の断面形状と同形状をし
ており、かつマスト1に安定してクレーン本体を抱持で
きるよう所要の長さを有するとともにこのアウトマスト
5に前述のクライミング用油圧シリンダ7及びマスト挟
持機構9の他にアウトリガー10,10を備える。
The outmast 5 of the crane body 4 has the same cross-sectional shape as the mast 1 so as to be fitted onto the mast 1, and has a required length so that the crane body can be stably held by the mast 1. The out mast 5 is provided with outriggers 10, 10 in addition to the climbing hydraulic cylinder 7 and the mast holding mechanism 9 described above.

【0010】このアウトリガー10は一台のクレーン本
体4を安定して最上階躯体の鉄骨に直接またはこの鉄骨
上に予め設置した束材上に支持可能として2またはそれ
以上伸縮自在に設け、かつこのアウトリガー10に上下
方向に伸縮する油圧シリンダ11を設ける。このアウト
リガー10はクレーン本体4のアウトマスト5の下部両
側に夫々水平方向に伸縮可能にして設けられている。
This outrigger 10 is provided with one crane main body 4 in a stable manner so as to be capable of supporting two or more cranes directly or directly on a steel frame of the uppermost floor frame or on a bundle material previously installed on this steel frame. The outrigger 10 is provided with a hydraulic cylinder 11 that expands and contracts in the vertical direction. The outriggers 10 are horizontally expandable and contractable on both lower sides of the outmast 5 of the crane body 4.

【0011】マスト1にそってクライミング機構にて自
ら上昇するようになしたアウトマスト5の上部には旋回
台12を設け、この旋回台12に俯仰自在になした所要
長のブーム13と、ブーム先端の滑車に掛け、先端にフ
ックを備えたワイヤーロープWの巻上ウインチ14とそ
の他クレーン作業に必要な部品が設けられる。
A swivel base 12 is provided on the upper portion of the out mast 5 which is designed to ascend itself by a climbing mechanism along the mast 1, and the swivel base 12 has a boom 13 of a required length which can be lifted and lowered. A hoisting winch 14 of a wire rope W having a hook at its tip and a hook at the tip, and other parts necessary for crane work are provided.

【0012】次に本発明の工法を図4に従って説明す
る。マスト1を設置する建物Bは柱P、梁H等にて所要
の躯体が構成される。この躯体工事は従来のタワークレ
ーンを用いた作業と同様にして行われる。すなわち建物
の所定位置に設置されたマスト1に自昇式のクレーン本
体4を配設し、このクレーン本体にて柱、梁等を吊り上
げ下階側より順次組み立て、組立階層に応じて同クレー
ンにてマストを吊り上げ、上部にマストを継ぎ足し、最
上階の躯体工事を完了させる。この躯体工事においては
クライミング用油圧シリンダにてクライミングフレーム
を順次マストにそって上昇させ、アウトマストのクラン
プ機構にてクレーン本体をマストに挟持するようにして
支持させているが、このクレ−ン上昇時にはアウトリガ
ーは使用しない。(図4(1)を参照)
Next, the construction method of the present invention will be described with reference to FIG. The building B in which the mast 1 is installed has a required structure including columns P, beams H, and the like. This skeleton work is performed in the same way as work using conventional tower cranes. That is, a self-elevating crane body 4 is installed on a mast 1 installed at a predetermined position in a building, and pillars, beams, etc. are lifted by the crane body and assembled sequentially from the lower floor side, and the crane is constructed according to the assembly level. The mast is lifted up and the mast is added to the upper part to complete the construction work on the top floor. In this skeleton work, the climbing frame is raised sequentially along the mast by the climbing hydraulic cylinder, and the crane body is supported by being clamped by the mast by the out-mast clamp mechanism. Sometimes I don't use outriggers. (See Fig. 4 (1))

【0013】そして図4(2)に示すように最上階躯体
工事が完了するとアウトリガー10,10を張り出し、
所定の鉄骨上または鉄骨上に予め設置した束材15上に
て張り出したアウトリガーの油圧シリンダ11を位置せ
しめ、図4(3),(4)に示すようにアウトリガーに
内蔵されている油圧シリンダ11,11を押し出す。そ
して前記鉄骨または束材にて油圧シリンダ11,11ア
ウトリガー10を介してクレーン本体4を支持し、これ
によりクレーン本体4の旋回台開口部を挿通してこの上
端より少し上方の突出しているマスト上部を図4(5)
に示すようにクレーン本体のブーム端のフックを引掛け
て、このマスト上部を真上方へ吊り上げて撤去する。こ
の時、クライミングフレームはクランミング用油圧シリ
ンダを縮めてアウトリガーの下部に収納しておく。
Then, as shown in FIG. 4 (2), when the construction of the skeleton on the top floor is completed, the outriggers 10 and 10 are extended,
The outrigger hydraulic cylinder 11 that overhangs is positioned on a predetermined steel frame or a bundle material 15 that is installed in advance on the steel frame, and as shown in FIGS. 4 (3) and (4), the hydraulic cylinder 11 built in the outrigger is positioned. , 11 are pushed out. Then, the crane main body 4 is supported by the steel frame or the bundled material via the hydraulic cylinders 11 and 11 outriggers 10, and thereby the swivel base opening of the crane main body 4 is inserted to protrude a little above the upper end of the mast. Figure 4 (5)
Hook the hook at the boom end of the crane body as shown in, and lift the mast upper part just above to remove it. At this time, the climbing frame is stored under the outrigger by compressing the hydraulic cylinder for clamming.

【0014】そして次のマスト上部をフックにて引掛け
そのまま吊り上げ撤去する。この動作を順次繰り返して
マストを継ぎ足し時と反対に順次上部より分離して吊り
上げ撤去し(図4(6),(7))、そして最後に基礎
ベースもフックにてそのまま上方へ吊り上げ撤去する。
Then, the upper part of the next mast is hooked by a hook and lifted up and removed. Repeating this operation, the mast is replenished, and the mast is separated from the upper part in the opposite order and lifted up (FIGS. 4 (6) and (7)), and finally the foundation base is also lifted up with hooks and removed.

【0015】このようにしてマストをすべて撤去した
後、クレーン本体は最上階の躯体上にアウトリガ−を介
してそのまま支持し、屋上定置式ジブクレーンとして建
物の仕上作業に使用するとともにマスト撤去後、各階床
に形成されていたマスト挿通用の開口部を閉鎖し、かつ
内装工事を行う。
After removing all the masts in this way, the crane body is supported as it is on the frame of the uppermost floor via the outriggers, and is used as a rooftop stationary jib crane for finishing work of the building. The mast insertion opening on the floor will be closed and interior work will be performed.

【0016】[0016]

【発明の効果】本発明によるときはタワークレーンを用
いて躯体工事完了後、タワークレーンを設置していたそ
の位置で、クレーン本体に備えたアウトリガーにてクレ
ーン本体を最上階躯体に固定支持した後、クレーン本体
の旋回台の開口部内を挿通するようにして上部のマスト
を順次クレーン本体により吊り上げて撤去するようにな
しているため、クレーン本体は移動させることなくマス
トの撤去用として使用でき、かつ屋上定置用ジブクレー
ンとしても使用できるとともにマストのみの撤去で床開
口部の閉鎖及び内装工事が行えるので工期を短縮できる
利点を有する。
According to the present invention, after the construction of the structure using the tower crane is completed, after the tower main body is fixed and supported by the outrigger provided on the crane main body at the position where the tower crane was installed, Since the upper mast is sequentially lifted and removed by the crane body by inserting it through the opening of the swivel base of the crane body, the crane body can be used for removing the mast without moving it, and It can be used as a rooftop jib crane and has the advantage that the construction period can be shortened because the floor opening can be closed and interior work can be performed by removing only the mast.

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

【図1】本発明タワークレーンのマスト撤去装置の正面
図である。
FIG. 1 is a front view of a mast removing device of a tower crane of the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】同平面図である。FIG. 3 is a plan view of the same.

【図4】本発明装置の作動順序の説明図である。FIG. 4 is an explanatory diagram of an operation sequence of the device of the present invention.

【符号の説明】[Explanation of symbols]

1 マスト 2 基礎ベ−ス 3 下部ステ− 4 クレーン本体 5 アウトマスト 6 クライミングフレーム 7 クライミング用の油圧シリンダ 8 下部マスト挟持装置 9 上部マスト挟持装置 10 アウトリガー 11 クレ−ン本体支持用の油圧シリンダ 12 旋回台 13 ブーム 14 巻上ウインチ 15 束材 1 Mast 2 Basic Base 3 Lower Station 4 Crane Main Body 5 Out Mast 6 Climbing Frame 7 Climbing Hydraulic Cylinder 8 Lower Mast Clamping Device 9 Upper Mast Clamping Device 10 Outrigger 11 Crane Main Body Support Hydraulic Cylinder 12 Swing Stand 13 Boom 14 Winding winch 15 Bunch

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年5月13日[Submission date] May 13, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】全図[Correction target item name] All drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図3】 [Figure 3]

【図1】 [Figure 1]

【図2】 [Fig. 2]

【図4】 [Figure 4]

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 マストにそって昇降可能に支持し、この
マストを貫通可能とした開口を有する旋回台に巻上装置
及び俯仰自在にしたブームを設け、この旋回台下部にア
ウトマストを配し、このアウトマストに、クライミング
用油圧シリンダを介してクライミングフレームを備えて
クレーン本体を構成するとともに、このアウトマストに
張り出し可能なアウトリガーを内蔵し、かつこれに最上
階躯体に支持する油圧シリンダを備え、最上階躯体にク
レーン本体を支持した後、旋回台の開口部よりマストの
上部より順次吊り上げて撤去するようになしたことを特
徴とするタワークレーンのマスト撤去装置。
1. A hoisting device and a boom which can be lifted up and down are provided on a swivel having an opening through which the mast can be penetrated, and an outmast is arranged below the swivel. The outmast is equipped with a climbing frame via a climbing hydraulic cylinder to form a crane body, and the outmast has a built-in outrigger that can be extended, and is equipped with a hydraulic cylinder that is supported on the top floor skeleton. A mast removing device for a tower crane, characterized in that the crane main body is supported on the top-floor skeleton, and then it is lifted from the upper part of the mast through the opening of the swivel and then removed.
JP24466891A 1991-08-29 1991-08-29 Mast dismantler of tower crane Pending JPH07172767A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24466891A JPH07172767A (en) 1991-08-29 1991-08-29 Mast dismantler of tower crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24466891A JPH07172767A (en) 1991-08-29 1991-08-29 Mast dismantler of tower crane

Publications (1)

Publication Number Publication Date
JPH07172767A true JPH07172767A (en) 1995-07-11

Family

ID=17122176

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24466891A Pending JPH07172767A (en) 1991-08-29 1991-08-29 Mast dismantler of tower crane

Country Status (1)

Country Link
JP (1) JPH07172767A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012025540A (en) * 2010-07-23 2012-02-09 Takenaka Komuten Co Ltd Jib crane and method of dismantling the same
CN105836639A (en) * 2016-03-30 2016-08-10 中建三局集团有限公司 Support device for integrated tower crane and integrated platform and application method thereof
CN107915158A (en) * 2017-12-08 2018-04-17 中建三局集团有限公司 A kind of inner climbing type tower crane is from climbing adhering supporter and its construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012025540A (en) * 2010-07-23 2012-02-09 Takenaka Komuten Co Ltd Jib crane and method of dismantling the same
CN105836639A (en) * 2016-03-30 2016-08-10 中建三局集团有限公司 Support device for integrated tower crane and integrated platform and application method thereof
CN105836639B (en) * 2016-03-30 2017-10-31 中建三局集团有限公司 For integrated tower crane and the support meanss and its application method of integrated platform
CN107915158A (en) * 2017-12-08 2018-04-17 中建三局集团有限公司 A kind of inner climbing type tower crane is from climbing adhering supporter and its construction method

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