JPH03227893A - Lift crane - Google Patents
Lift craneInfo
- Publication number
- JPH03227893A JPH03227893A JP2020507A JP2050790A JPH03227893A JP H03227893 A JPH03227893 A JP H03227893A JP 2020507 A JP2020507 A JP 2020507A JP 2050790 A JP2050790 A JP 2050790A JP H03227893 A JPH03227893 A JP H03227893A
- Authority
- JP
- Japan
- Prior art keywords
- guide rail
- lifting
- end part
- frame main
- elevating
- 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.)
- Granted
Links
- 230000003028 elevating effect Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 4
- 239000000725 suspension Substances 0.000 abstract description 3
- 239000004035 construction material Substances 0.000 description 2
- 241001494479 Pecora Species 0.000 description 1
- 241000532784 Thelia <leafhopper> Species 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Jib Cranes (AREA)
Abstract
Description
【発明の詳細な説明】
]産業上の利用分野1
本発明は、建染作業現場等1こおける建設資材や磯相等
を上)j’FBや最上階に荷揚げ、荷降ろしすることの
できる昇降クレーンに関するものである。[Detailed description of the invention] ] Industrial field of application 1 The present invention is a lifting and lowering system capable of unloading and unloading construction materials, rocky shores, etc. at a construction site such as a construction dyeing work site to the top floor or top floor. It concerns cranes.
[従来の技術]
従来、この種の昇降クレーンとしては、第3図(A)に
示すように、昇llfフレーム本体4をガイドレール1
に沿ってに下に移動せしめ、該7I/一ム本体4に設置
したクレーン17により資材等を吊り1−ばてぃた。[Prior Art] Conventionally, as shown in FIG.
The crane 17 installed on the 7I/1m main body 4 was used to suspend the materials and the like.
[発明が解決しようとする課題]
しかしながら、上記従来の昇降クレーンは、7レ一ム本
体4が昇降路の最上部に位置して、そのクレーン17を
旋回させた時、第3図(B)がらも明らがなよう1こ、
クレーン17のビーム17aがビティ足場】旧こ接触し
て、荷を建物の最上階に1α接降ろすことが小米ないと
いう問題点があった。[Problems to be Solved by the Invention] However, in the above-mentioned conventional lifting crane, when the seven-frame main body 4 is located at the top of the hoistway and the crane 17 is rotated, as shown in FIG. 3(B) 1 child who is empty and clear,
There was a problem in that the beam 17a of the crane 17 came into contact with the scaffolding, making it impossible to lower the load to the top floor of the building.
本発明は、L記従来の問題点を解決rるためになされた
もので、その目的とするところは、荷をJi −Jl
lll’iに直接降ろしたり荷揚げすることが可能な昇
降クレーンを提供するものである。The present invention has been made to solve the problems of the conventional art, and its purpose is to
This provides an elevating crane that can directly unload and unload cargo onto a ship.
[課題を解決するための手段1
本発明の昇降クレーンは、建築建物の側部に仮設した多
層仮設物の外側に沿ってブイトレールを立設し、該ブイ
トレールに沿って昇降フレーム本体を移動自在1こ取り
付け、詠舛降7レーム本体1こ吊Fげビームを旋回自イ
lに設置1シたクレーンに於〜・′ζ、1−記舛降7レ
ーム本体が昇降路の最l1部に位置した時、上記吊[ζ
げビームが!−記贅層1/に設置およびブイトレールの
LIA部を越えて4:旋回できるように構成したことを
特徴とするものて゛ある。[Means for Solving the Problems 1] The lifting crane of the present invention has a lift rail erected along the outside of a multilayer temporary structure temporarily installed on the side of a building, and a lift frame main body is movable along the stop rail. Attach the 7-ram main body to the swing shaft and place the F-beam on the rotating shaft. When the above hanging [ζ
Gebeam! - It is characterized in that it is configured so that it can be installed on the recording layer 1 and rotate beyond the LIA section of the boot rail.
また、■、記吊下げビームが、1・記ケ[降フレーム本
体に回転自在に取り付けられた回転支柱と、詠1i−i
1転支柱の上端部に俯仰自在に収り付けられた伸縮ビー
ムと、該伸縮ビームの先端部に吊り下げられた荷吊り用
7ノクから構成され′Cいることを特徴とする。In addition, the hanging beam shown in 1.
It is characterized by consisting of a telescoping beam which is housed in the upper end of the single-turn column so that it can be raised and lowered freely, and seven dowels for hanging loads suspended from the tip of the telescoping beam.
l実施例1
以F、本発明の一1!、極側について図面を参照しなが
ら説明する。Example 1 Hereinafter, part 1 of the present invention! , the pole side will be explained with reference to the drawings.
Pt51図において、1はブイトレールであって、控え
2を介して、ビティ足場等の多層仮設物3または建物本
体に収り付は又は支持されている。In Figure Pt51, 1 is a boot rail, which is housed in or supported by a multi-layer temporary structure 3 such as biti scaffolding or the building body via a support 2.
4は昇降7レ一ム本体であって、L記ガイドレール1に
l l−’移動自在に取り付けられている。5は吊ワイ
ヤーであって、その一端部は!−記性降フレーム本体4
に連結されている。該吊ワイヤー5は、l記ガイドレー
ルlの上端部に取り付けられているト・ンプシーブ6に
掛は回わされ、その他端部は第2図に示すように、ブイ
トレール1の1:)1部に設けられているシーブ7を介
して昇降ウィンチ);に各回され′ζいる。Reference numeral 4 denotes an elevating and lowering seven-frame main body, which is attached to the guide rail 1 labeled L so as to be movable. 5 is a hanging wire, and one end of it is! - Recording frame body 4
is connected to. The suspension wire 5 is hung around a push sheave 6 attached to the upper end of the guide rail l, and the other end is connected to the pulley rail 1 as shown in FIG. It is rotated each time through a sheave 7 provided in the lifting winch);
13は固定支柱であって、l−記昇降フレーム本体・t
にほぼ垂直に設置され、L方に延設されている。Reference numeral 13 denotes a fixed support column, which is a lifting frame body indicated by 1 and t.
It is installed almost vertically and extends in the L direction.
詠固定支社9のl )j延設部には回転支柱10が回転
自イ1に取り付けられている。該回転支柱1()は旋回
モーター11により回転するようになっている。A rotary support 10 is attached to the rotary column 1 at the extended portion of the Eidoku branch 9. The rotating column 1 ( ) is rotated by a swing motor 11 .
また、該回転支柱10は、昇降フレーム本体4が〃イド
に一ルlに沿って上昇して昇降路の上端部に位置した時
(こ、詠ガイドレールlや[−配量層仮設物3の上端部
より上方に延出する長さを有rる。In addition, when the lifting frame main body 4 rises along the vertical axis and is located at the upper end of the hoistway, It has a length extending upward from the upper end of.
該回転支柱10のhjli部には吊下げビームとしての
伸縮ビーム12が俯仰自在1こ取り付けられていると共
に、回転支柱10の回転にイ↑って旋回するようになっ
′ζいる。One telescopic beam 12 as a hanging beam is attached to the hjli portion of the rotating column 10 so as to be able to move up and down, and is designed to rotate in accordance with the rotation of the rotating column 10.
]3は油圧ツヤツキて゛あっ一乙上記伸縮ビーム】2を
J1下に俯仰運動rるように駆動する。] 3 is a hydraulic gloss drive that drives the above-mentioned telescopic beam 2 so that it moves upward and downward under J1.
上記伸縮ノヤンキ12の先端部には、ワイヤー14を介
して荷吊り用7ノク15が吊設されていて、巻Lモータ
ー(図示せず)により1−下に移動する。A load hanging lever 15 is suspended from the tip of the telescopic rope 12 via a wire 14, and is moved downward by a winding L motor (not shown).
本実施例の昇降クレーンは以1−のように構成されてい
るので、第2 tAに示釘よ−)に、最」二位置によて
゛1件させて回転支#J: l l)を同転させると、
伸縮ビーム12がブイトレール1および多層板、没物j
(の上端部を越えて旋回し、建物の最上階に荷を直接降
ろしたり、吊り上げたりすることが可1尾である。Since the elevating crane of this embodiment is constructed as shown in 1- below, the rotation support #J: l l) is attached to the second tA at the most two positions. When rotated simultaneously,
The telescopic beam 12 is connected to the boot rail 1, the multilayer board, and the lost object j.
(It is possible to swing over the top and unload or lift loads directly onto the top floor of a building.)
尚、必要に応じてクレーン部分を取り外して、荷台を収
すイ1けることにより、リフトに用途変更釘る、二とも
1丁能である。In addition, if necessary, the crane part can be removed and a loading platform can be installed, allowing the lift to be used for other purposes.
1発明の効果1
1)昇降路の最」二部でブイトレールや多層仮設物をか
わし′ζ全旋回rることができるため、建築資材等の荷
を建物の最上階に直接積み下ろしすることができる。1 Effect of the invention 1 1) Since it is possible to dodge the boot rails and multi-layer temporary structures and make a full turn at the lowest part of the hoistway, loads such as construction materials can be directly loaded and unloaded onto the top floor of the building. .
2)途中階への荷の取り入れ、取り出しも可能である。2) It is also possible to load and unload cargo from intermediate floors.
第1図は本願発明の昇降クレーンのm×極側を示す側面
図、第2図はその作用説明図、第3図(A)(B)は従
来の昇降クレーンの説明図である。
1・・・ブイトレール、2・・・控え、3・・・多層仮
設置、4・・・昇降フレーム本体、5・・・ワイヤー、
6・・・トップシーブ、7・・・シープ、8・・・昇降
ウィンナ、9・・・固定支柱、10・・・回転支柱、1
1・・・旋回モーター、12伸縮ビーム、13・・・油
圧ツヤツキ、14・・・ワイヤー15・
荷吊り用7ンク。Fig. 1 is a side view showing the m x pole side of the elevating crane of the present invention, Fig. 2 is an explanatory view of its operation, and Figs. 3 (A) and (B) are explanatory views of a conventional elevating crane. 1... Buite rail, 2... Retainer, 3... Multi-layer temporary installation, 4... Elevating frame body, 5... Wire,
6...Top sheave, 7...Sheep, 8...Elevating wiener, 9...Fixed column, 10...Rotating column, 1
1...Swivel motor, 12. Telescopic beam, 13.. Hydraulic gloss, 14.. Wire 15. 7 links for lifting loads.
Claims (1)
てガイドレールを立設し、該ガイドレールに沿って昇降
フレーム本体を移動自在に取り付け、該昇降フレーム本
体に吊下げビームを旋回自在に設置したクレーンに於い
て、上記昇降フレーム本体が昇降路の最上部に位置した
時、上記吊下げビームが上記多層仮設物およびガイドレ
ールの上端部を越えて全旋回できるように構成したこと
を特徴とする昇降クレーン。 2)上記吊下げビームが、上記昇降フレーム本体に回転
自在に取り付けられた回転支柱と、該回転支柱の上端部
に俯仰自在に取り付けられた伸縮ビームと、該伸縮ビー
ムの先端部に吊り下げられた荷吊り用フックから構成さ
れていることを特徴とする請求項1に記載の昇降クレー
ン。[Claims] 1) A guide rail is erected along the outside of a multilayer temporary structure temporarily installed on the side of an architectural building, and an elevating frame main body is movably attached along the guide rail, and the elevating frame main body is movably attached. When the lifting frame body is located at the top of the hoistway, the hanging beam completely rotates beyond the upper end of the multi-layer temporary structure and the guide rail. An elevating crane characterized by being configured to be able to 2) The hanging beam includes a rotating column rotatably attached to the lifting frame body, a telescopic beam attached to the upper end of the rotating column so as to be tiltable, and a telescopic beam suspended from the tip of the extending beam. 2. The lifting crane according to claim 1, further comprising a hook for lifting a load.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2050790A JP2852952B2 (en) | 1990-02-01 | 1990-02-01 | Lifting crane |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2050790A JP2852952B2 (en) | 1990-02-01 | 1990-02-01 | Lifting crane |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03227893A true JPH03227893A (en) | 1991-10-08 |
JP2852952B2 JP2852952B2 (en) | 1999-02-03 |
Family
ID=12029077
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2050790A Expired - Fee Related JP2852952B2 (en) | 1990-02-01 | 1990-02-01 | Lifting crane |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2852952B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011087398A1 (en) * | 2010-01-12 | 2011-07-21 | Корчагина Марина Евгеньевна | Lift crane system |
CN104787660A (en) * | 2015-04-15 | 2015-07-22 | 南京祥源动力供应有限公司 | Energy-saving refrigerator maintenance lifting frame |
CN109625189A (en) * | 2019-01-17 | 2019-04-16 | 广州市中潭空气净化科技有限公司 | A kind of ship hoisting equipment with long service life carried for cargo |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59138593A (en) * | 1983-01-26 | 1984-08-09 | 日立建機株式会社 | Sheave device |
-
1990
- 1990-02-01 JP JP2050790A patent/JP2852952B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59138593A (en) * | 1983-01-26 | 1984-08-09 | 日立建機株式会社 | Sheave device |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011087398A1 (en) * | 2010-01-12 | 2011-07-21 | Корчагина Марина Евгеньевна | Lift crane system |
EP2524893A1 (en) * | 2010-01-12 | 2012-11-21 | Korchagin, Pavel Vladimirovich | Lift crane system |
EP2524893A4 (en) * | 2010-01-12 | 2013-07-10 | Pavel Vladimirovich Korchagin | Lift crane system |
CN104787660A (en) * | 2015-04-15 | 2015-07-22 | 南京祥源动力供应有限公司 | Energy-saving refrigerator maintenance lifting frame |
CN109625189A (en) * | 2019-01-17 | 2019-04-16 | 广州市中潭空气净化科技有限公司 | A kind of ship hoisting equipment with long service life carried for cargo |
Also Published As
Publication number | Publication date |
---|---|
JP2852952B2 (en) | 1999-02-03 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |