JPH07267582A - Ceiling crane device - Google Patents

Ceiling crane device

Info

Publication number
JPH07267582A
JPH07267582A JP5687394A JP5687394A JPH07267582A JP H07267582 A JPH07267582 A JP H07267582A JP 5687394 A JP5687394 A JP 5687394A JP 5687394 A JP5687394 A JP 5687394A JP H07267582 A JPH07267582 A JP H07267582A
Authority
JP
Japan
Prior art keywords
attached
floor
boom
roof unit
wire
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
JP5687394A
Other languages
Japanese (ja)
Inventor
Hideyuki Takehara
秀幸 武原
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.)
Komatsu Ltd
Original Assignee
Komatsu 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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP5687394A priority Critical patent/JPH07267582A/en
Publication of JPH07267582A publication Critical patent/JPH07267582A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To perform the crane works at any desired position. CONSTITUTION:A ceiling crane device is composed of a running body 40 which runs along a ceiling unit 12, a support 51 mounted on the running body 40 using a revolving mechanism 50 in such a way as capable of revolving, an expansion/contraction boom 60 installed on the support 51, a sheave 63 furnished at the foremost member 62 of the boom 60, a wire 64 wound on the sheave 63, a hook 66 coupled with the wire 64, and a winch which takes up the wire 64 and squeezes out.

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、中層階若しくは低層階
の一般集合住宅、学校、事務所ビル等の構造物を構築す
る際に用いる天井クレーン装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an overhead crane device used when constructing a structure such as a middle-rise or low-rise general apartment house, a school, an office building.

【0002】[0002]

【従来の技術】構造物を構築する方法としては特開平5
−141092号公報に示すように、基礎に立設したガ
イド用鉄骨柱に大梁ユニットを上下摺動自在に設け、こ
の大梁ユニットの走行装置に天井クレーンを設け、この
天井クレーンで建築資材の搬入や建築部材の組立てを行
い、所定階層の組立てが完了したらジャッキにより大梁
ユニットをリフトアップし上階層の建築資材の搬入や組
立てを行うものが知られている。
2. Description of the Related Art As a method for constructing a structure, Japanese Unexamined Patent Publication No. Hei 5
As shown in Japanese Patent Publication No. -141092, a girder unit is provided on a guide steel column erected on a foundation so as to be vertically slidable, and an overhead crane is provided on a traveling device of the girder unit. It is known that a building member is assembled, and when the assembly of a predetermined layer is completed, a girder unit is lifted up by a jack to carry in and assemble building materials of an upper layer.

【0003】[0003]

【発明が解決しようとする課題】かかる構築方法に用い
る天井クレーンは、特開平5−141092号公報の図
2、図4に示すように、大梁ユニットに設けたガイドレ
ールに沿って走行する第1の走行レールと、この第1の
走行レールに沿って走行する第2の走行レールと、この
第2の走行レールに沿って走行するクレーンより成り、
このクレーンは直交する2方向に移動自在となる。
An overhead crane used in such a construction method is a first crane that travels along a guide rail provided in a girder unit, as shown in FIGS. 2 and 4 of JP-A-5-141092. The traveling rail, the second traveling rail traveling along the first traveling rail, and the crane traveling along the second traveling rail,
This crane is movable in two directions that are orthogonal to each other.

【0004】しかしながら、この天井クレーンは第1の
走行レールと第2の走行レールを直交する2方向に走行
してクレーンを移動させるので、このクレーンの移動範
囲、つまり第1の走行レール、第2の走行レールの走行
範囲には柱等を設けることができず、構築物の構造が限
定される。
However, since this overhead crane travels on the first traveling rail and the second traveling rail in two directions orthogonal to each other to move the crane, the moving range of the crane, that is, the first traveling rail and the second traveling rail. No columns or the like can be provided in the traveling range of the traveling rail, and the structure of the structure is limited.

【0005】そこで、本発明は前述の課題を解決できる
ようにした天井クレーン装置を提供することを目的とす
る。
Therefore, an object of the present invention is to provide an overhead crane device which can solve the above-mentioned problems.

【0006】[0006]

【課題を解決するための手段】屋根ユニット12をリフ
トアップシリンダ5によって1階高さ相当だけ順次リフ
トアップして各階毎に構築する構造物の構築方向に用い
る天井クレーン装置において、前記屋根ユニット12に
沿って走行する走行体40に旋回機構50を介して伸縮
式ブーム60を取付け、この伸縮式ブーム60の最先端
ブーム62に設けたシーブ63にワイヤ64を巻掛け、
そのワイヤ64の一端部をウインチ65を巻掛け、他端
部にフック66に連結した天井クレーン装置。
[Means for Solving the Problems] In an overhead crane device used in the construction direction of a structure in which a roof unit 12 is sequentially lifted up by a lift-up cylinder 5 by a height equivalent to that of one floor to construct a structure for each floor, the roof unit 12 is used. The telescopic boom 60 is attached to the traveling body 40 traveling along the swivel mechanism 50, and the wire 64 is wound around the sheave 63 provided on the tip end boom 62 of the telescopic boom 60.
An overhead crane device in which a winch 65 is wound around one end of the wire 64 and a hook 66 is connected to the other end.

【0007】[0007]

【作 用】走行体40に対して伸縮式ブーム60を旋
回することでフック66を旋回移動できるし、伸縮式ブ
ーム60を伸縮することでフック66を移動できるか
ら、走行体40に対してフック66を360度の範囲で
ある程度の距離移動できる。これにより、屋根ユニット
12に対して走行体40を走行する際に伸縮式ブーム6
0の向きを変更して柱等に干渉しないようにできるし、
走行体40を停止してフック66を360度の範囲であ
る距離移動できるから、屋根ユニット12をリフトアッ
プして構造物を構築する際に、各階毎に任意の位置にお
いてクレーン作業ができるから構造物の構造に制限を受
けることがなくなる。
[Operation] The hook 66 can be moved by turning the telescopic boom 60 with respect to the traveling body 40, and the hook 66 can be moved by expanding and contracting the telescopic boom 60. 66 can be moved to some extent within a range of 360 degrees. This allows the telescopic boom 6 to travel when the traveling body 40 travels with respect to the roof unit 12.
You can change the direction of 0 so that it does not interfere with pillars,
Since the traveling body 40 can be stopped and the hook 66 can be moved by a distance within a range of 360 degrees, when the roof unit 12 is lifted up and a structure is constructed, a crane operation can be performed at any position on each floor. There is no restriction on the structure of objects.

【0008】[0008]

【実 施 例】まず、構築物を構築する方法を説明す
る。図1に示すように、基礎1を構築し、この基礎1に
複数の柱2を構築物の平面形状に対応してクレーン車A
により立設する。この柱2は1階用柱3と屋根ユニット
用柱4をボルト等で着脱自在に連結してある。
[Example] First, a method for constructing a construct will be described. As shown in FIG. 1, a foundation 1 is constructed, and a plurality of pillars 2 are formed on the foundation 1 in correspondence with the plane shape of the construction vehicle C
To stand upright. In this pillar 2, a pillar 3 for the first floor and a pillar 4 for a roof unit are detachably connected with bolts or the like.

【0009】前記各柱2における何本かの支柱2の近傍
にリフトアップシリンダ5を縦向きに取付ける。そのリ
フトアップシリンダ5の可動部7にダミー柱8を連結
し、そのダミー柱8を基礎1に接続している。
A lift-up cylinder 5 is mounted vertically in the vicinity of some of the columns 2 of each column 2. A dummy column 8 is connected to the movable portion 7 of the lift-up cylinder 5, and the dummy column 8 is connected to the foundation 1.

【0010】図2に示すように、隣接する屋根ユニット
用柱4間に屋根用梁9を連結して屋根用枠10とし、そ
の屋根用梁9の上に屋根板11を取付けて屋根ユニット
12とし、屋根用梁9にレール13を取付け、図3に示
すようにこのレール13に沿って天井クレーン装置Bを
走行自在に装着する。
As shown in FIG. 2, a roof beam 9 is connected between adjacent roof unit columns 4 to form a roof frame 10, and a roof plate 11 is mounted on the roof beam 9 to form a roof unit 12. Then, the rail 13 is attached to the roof beam 9, and the overhead crane device B is mounted along the rail 13 so that it can travel freely as shown in FIG.

【0011】図4に示すように、1階用柱3と屋根ユニ
ット用柱4を分離し、リフトアップシリンダ5の可動部
7を伸長して屋根ユニット12をリフトアップして前記
1階用柱3と屋根ユニット用柱4を離隔し、前記天井ク
レーン装置Bにより中間柱14を1階用柱3と屋根ユニ
ット用柱4との間にそれぞれ連結する。
As shown in FIG. 4, the pillar 3 for the first floor and the pillar 4 for the roof unit are separated, and the movable portion 7 of the lift-up cylinder 5 is extended to lift up the roof unit 12 to lift the pillar for the first floor. 3 and the roof unit pillar 4 are separated from each other, and the intermediate pillar 14 is connected between the first floor pillar 3 and the roof unit pillar 4 by the ceiling crane device B.

【0012】図5に示すように、天井クレーン装置Bを
用いて1階用梁15を中間柱14間にブラケット16を
介してそれぞれ連結して図6に示すように1階用枠17
を形成し、その1階用枠17に1階用壁材18を天井ク
レーンBで取付ける。
As shown in FIG. 5, the ceiling crane device B is used to connect the beams 15 for the first floor between the intermediate columns 14 via the brackets 16, respectively, and as shown in FIG.
And the wall material 18 for the first floor is attached to the frame 17 for the first floor with the overhead crane B.

【0013】図7に示すように、リフトアップシリンダ
5の可動部7を縮めてダミー柱8を1階用枠17まで引
上げ、これと同時に天井走行クレーンBで2階の床材2
0を1階用枠17に取付ける。
As shown in FIG. 7, the movable portion 7 of the lift-up cylinder 5 is contracted to pull up the dummy column 8 to the first-floor frame 17, and at the same time, the overhead traveling crane B is used to move the floor material 2 on the second floor.
0 is attached to the frame 17 for the first floor.

【0014】図8に示すように、ダミー柱8を1階用枠
17に連結してリフトアップシリンダ5の可動部7を伸
長して屋根ユニット12をリフトアップし、前記中間柱
14と屋根ユニット用柱4との間に中間柱14を連結
し、図9に示すように中間柱14間に2階用梁21を連
結して図10に示すように2階用枠22を構成し、2階
用外壁材23を取付ける。
As shown in FIG. 8, the dummy pillar 8 is connected to the first floor frame 17 to extend the movable portion 7 of the lift-up cylinder 5 to lift up the roof unit 12, and the intermediate pillar 14 and roof unit. The intermediate columns 14 are connected to the columns 4 and the beams 21 for the second floor are connected between the intermediate columns 14 as shown in FIG. 9 to form the frame 22 for the second floor as shown in FIG. Attach the outer wall material 23 for the floor.

【0015】図11に示すように、リフトアップシリン
ダ5の可動部7を縮めてダミー柱8を2階用枠22より
上まで引き上げ、3階用床材25を取付ける。
As shown in FIG. 11, the movable portion 7 of the lift-up cylinder 5 is contracted to raise the dummy column 8 to a position above the second-floor frame 22 and the third-floor flooring 25 is attached.

【0016】図12に示すように、天井クレーン装置B
を用いてリフトアップシリンダ5よりダミー柱8を取り
外し、その後にリフトアップシリンダ5を取り外しす
る。この取り外したダミー柱8、リフトアップシリンダ
5は天井クレーン装置Bを用いて地上まで吊下げる。
As shown in FIG. 12, an overhead crane device B
The dummy column 8 is removed from the lift-up cylinder 5 using, and then the lift-up cylinder 5 is removed. The removed dummy pillar 8 and lift-up cylinder 5 are suspended to the ground by using the overhead crane device B.

【0017】図13に示すように、3階用外壁材26を
取付け、図14に示すように天井クレーン装置Bを利用
してレール13を吊り下げて地上まで運搬する。この
時、1階用枠17の一部分と2階用枠22の一部分には
床材を取付けてない開口部17a,22aを有し、その
開口部17a,22aよりレール13を吊り下げる。
As shown in FIG. 13, an outer wall material 26 for the third floor is attached, and as shown in FIG. 14, the rail 13 is hung by using an overhead crane device B and transported to the ground. At this time, the first floor frame 17 and the second floor frame 22 have openings 17a and 22a to which no floor material is attached, and the rail 13 is hung from the openings 17a and 22a.

【0018】図15に示すように天井クレーン装置Bを
屋根ユニット12に設けたチェーンブロック28を用い
て前記開口部17a,22aより地上まで下降して撤去
し、図16に示すようにチェーンブロック28を用いて
階段29と階段周り壁材30を取付ける。
As shown in FIG. 15, the ceiling crane device B is lowered to the ground through the openings 17a and 22a by using a chain block 28 provided on the roof unit 12, and the chain block 28 is removed as shown in FIG. The stairs 29 and the wall material 30 around the stairs are attached using.

【0019】以上の構築方法であれば、構築物の敷地外
より大型クレーンを用いて部材を吊り上げる必要がない
から敷地内での施行が可能となると共に、各階に工事完
了するから高所作業がなくなる。
According to the above construction method, since it is not necessary to hoist the members from outside the site of the structure using a large crane, it is possible to carry out the work on the site, and since the work is completed on each floor, work at a high place is eliminated. .

【0020】次に天井クレーン装置の詳細について説明
する。図17と図18に示すように、屋根用梁9にはレ
ール13が一対取付けられ、このレール13は断面I型
の長尺材となり、走行体40は板状の中間部41と板状
の両側部42より成り、その両側部42には第1・第2
ブラケット43,44が設けられ、その第1ブラケット
43に従動ローラ45が取付けてあり、第2ブラケット
44に駆動ローラ46と駆動モータ47が取付けてあ
り、各従動ローラ45、駆動ローラ46は一対のレール
13に接し、駆動モータ47で駆動ローラ46を駆動す
ることで走行体40がレール13に沿って走行する。
Next, the details of the overhead crane device will be described. As shown in FIGS. 17 and 18, a pair of rails 13 are attached to the roof beam 9, and the rails 13 are long members having an I-shaped cross section, and the traveling body 40 has a plate-shaped intermediate portion 41 and a plate-shaped intermediate portion 41. It is composed of both side parts 42, and the first and second parts are formed on the both side parts 42.
Brackets 43 and 44 are provided, a driven roller 45 is attached to the first bracket 43, a drive roller 46 and a drive motor 47 are attached to the second bracket 44, and each driven roller 45 and drive roller 46 are a pair. The traveling body 40 travels along the rail 13 by being in contact with the rail 13 and driving the drive roller 46 by the drive motor 47.

【0021】前記走行体40の中央部41には旋回機構
50を介して支持体51が下向きに取付けられ、この旋
回機構50は中央部41に設けた固定側リング52に可
動側リング53を軸受54を介して回転自在に設け、こ
の可動側リング53のリング状歯部55にピニオン56
を嵌合し、そのピニオン56を中央部41に設けた旋回
モータ57で回転するようにしてある。
A support 51 is attached downward to a central portion 41 of the traveling body 40 via a turning mechanism 50. The turning mechanism 50 has a fixed ring 52 provided in the central portion 41 and a movable ring 53 as a bearing. It is provided rotatably via 54, and the pinion 56 is attached to the ring-shaped tooth portion 55 of the movable side ring 53.
And the pinion 56 is rotated by a turning motor 57 provided in the central portion 41.

【0022】前記支持体51は可動側リング53に取付
けた横材58と一対の縦材59より成り、この一対の縦
板59間に伸縮式ブーム60の固定ブーム61が取付け
られ、この伸縮式ブーム60の最先端ブーム62に設け
たシーブ63にワイヤ64が巻掛けてあり、このワイヤ
64の一端はウインチ65に巻掛けられ、ワイヤ64の
他端にはフック66が連結してあって、部材Cを吊り下
げるようにしてる。
The support 51 comprises a horizontal member 58 attached to the movable side ring 53 and a pair of vertical members 59. A fixed boom 61 of a telescopic boom 60 is mounted between the pair of vertical plates 59, and the telescopic member 60 is attached to the movable member 53. A wire 64 is wound around a sheave 63 provided on the most advanced boom 62 of the boom 60, one end of this wire 64 is wound around a winch 65, and a hook 66 is connected to the other end of the wire 64. The member C is hung.

【0023】旋回機構50によって伸縮式ブーム60を
旋回することで、その伸縮式ブーム60の向きを360
度変更できるし、伸縮式ブーム60を伸縮することでフ
ック66を移動できる。また走行体40を走行させ全体
を移動できる。このようであるから、レール13に対し
てフック66を任意の位置に移動でき、前述の1階用梁
15、1階用外壁材19、2階用梁21、2階用外壁材
23、3階用外壁材26等を任意の位置に吊り下げ移動
できるし、柱等があってもクレーン作業できるので、前
述のような構築方法を用いることでどのような構造な構
造物をも構築できるようになる。
By turning the telescopic boom 60 by the turning mechanism 50, the direction of the telescopic boom 60 is changed to 360.
The hook 66 can be moved by expanding and contracting the telescopic boom 60. Further, the traveling body 40 can be made to travel and the whole can be moved. Because of this, the hook 66 can be moved to any position with respect to the rail 13, and the above-mentioned first floor beam 15, first floor outer wall material 19, second floor beam 21, second floor outer wall material 23, 3, Since the outer wall material 26 for the floor can be suspended and moved to any position, and the crane work can be performed even if there are pillars, it is possible to construct any structural structure by using the construction method as described above. become.

【0024】[0024]

【発明の効果】走行体40に対して伸縮式ブーム60を
旋回することでフック66を旋回移動できるし、伸縮式
ブーム60を伸縮することでフック66を移動できるか
ら、走行体40に対してフック66を360度の範囲で
ある程度の距離移動できる。したがって、屋根ユニット
12に対して走行体40を走行する際に伸縮式ブーム6
0の向きを変更して柱等に干渉しないようにできるし、
走行体40を停止してフック66を360度の範囲であ
る距離移動できるから、屋根ユニット12をリフトアッ
プして構造物を構築する際に、各階毎に任意の位置にお
いてクレーン作業ができるから構造物の構造に制限を受
けることがなくなる。
The hook 66 can be moved by turning the telescopic boom 60 with respect to the traveling body 40, and the hook 66 can be moved by expanding and contracting the telescopic boom 60. The hook 66 can be moved to some extent within a range of 360 degrees. Therefore, when the traveling unit 40 travels with respect to the roof unit 12, the telescopic boom 6 is
You can change the direction of 0 so that it does not interfere with pillars,
Since the traveling body 40 can be stopped and the hook 66 can be moved by a distance within a range of 360 degrees, when the roof unit 12 is lifted up and a structure is constructed, a crane operation can be performed at any position on each floor. There is no restriction on the structure of objects.

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

【図1】構造物の構築方法の説明図である。FIG. 1 is an explanatory diagram of a method of constructing a structure.

【図2】構造物の構築方法の説明図である。FIG. 2 is an explanatory diagram of a method of constructing a structure.

【図3】構造物の構築方法の説明図である。FIG. 3 is an explanatory diagram of a method of constructing a structure.

【図4】構造物の構築方法の説明図である。FIG. 4 is an explanatory diagram of a method of constructing a structure.

【図5】構造物の構築方法の説明図である。FIG. 5 is an explanatory diagram of a method of constructing a structure.

【図6】構造物の構築方法の説明図である。FIG. 6 is an explanatory diagram of a method of constructing a structure.

【図7】構造物の構築方法の説明図である。FIG. 7 is an explanatory diagram of a method of constructing a structure.

【図8】構造物の構築方法の説明図である。FIG. 8 is an explanatory diagram of a method of constructing a structure.

【図9】構造物の構築方法の説明図である。FIG. 9 is an explanatory diagram of a method of constructing a structure.

【図10】構造物の構築方法の説明図である。FIG. 10 is an explanatory diagram of a method of constructing a structure.

【図11】構造物の構築方法の説明図である。FIG. 11 is an explanatory diagram of a method of constructing a structure.

【図12】構造物の構築方法の説明図である。FIG. 12 is an explanatory diagram of a method of constructing a structure.

【図13】構造物の構築方法の説明図である。FIG. 13 is an explanatory diagram of a method of constructing a structure.

【図14】構造物の構築方法の説明図である。FIG. 14 is an explanatory diagram of a method of constructing a structure.

【図15】構造物の構築方法の説明図である。FIG. 15 is an explanatory diagram of a method of constructing a structure.

【図16】構造物の構築方法の説明図である。FIG. 16 is an explanatory diagram of a method of constructing a structure.

【図17】天井クレーン装置の正面図である。FIG. 17 is a front view of the overhead crane device.

【図18】図17の右側面図である。FIG. 18 is a right side view of FIG.

【符号の説明】[Explanation of symbols]

5…リフトアップシリンダ、12…屋根ユニット、13
…レール、40…走行体、45…従動ローラ、46…駆
動ローラ、50…旋回機構、51…支持体、52…固定
側リング、53…可動側リング、57…旋回モータ、6
0…伸縮式ブーム、61…固定側ブーム、62…最先端
ブーム、63…シーブ、64…ワイヤ、65…ウイン
チ、66…フック。
5 ... Lift-up cylinder, 12 ... Roof unit, 13
... rail, 40 ... running body, 45 ... driven roller, 46 ... drive roller, 50 ... turning mechanism, 51 ... support, 52 ... fixed side ring, 53 ... movable side ring, 57 ... turning motor, 6
0 ... Telescopic boom, 61 ... Fixed boom, 62 ... Cutting edge boom, 63 ... Sheave, 64 ... Wire, 65 ... Winch, 66 ... Hook.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 屋根ユニット12をリフトアップシリン
ダ5によって1階高さ相当だけ順次リフトアップして各
階毎に構築する構造物の構築方向に用いる天井クレーン
装置において、 前記屋根ユニット12に沿って走行する走行体40に旋
回機構50を介して伸縮式ブーム60を取付け、この伸
縮式ブーム60の最先端ブーム62に設けたシーブ63
にワイヤ64を巻掛け、そのワイヤ64の一端部をウイ
ンチ65を巻掛け、他端部にフック66に連結したこと
を特徴とする天井クレーン装置。
1. An overhead crane device for use in a construction direction of a structure in which a roof unit 12 is sequentially lifted up by a lift-up cylinder 5 by a height equivalent to one floor to construct a structure for each floor, and the roof unit 12 travels along the roof unit 12. The telescopic boom 60 is attached to the traveling body 40 via the turning mechanism 50, and the sheave 63 provided on the most advanced boom 62 of the telescopic boom 60.
An overhead crane device characterized in that a wire 64 is wound around the wire 64, one end of the wire 64 is wound around a winch 65, and the other end is connected to a hook 66.
【請求項2】 屋根ユニット12にレール13を取付
け、このレール13に沿って走行する走行体40に旋回
機構50の固定側を設け、その旋回機構50の可動側に
伸縮式ブーム60の固定側ブーム61をほぼ水平に取付
けた請求項1記載の天井クレーン装置。
2. A rail 13 is attached to the roof unit 12, a traveling body 40 traveling along the rail 13 is provided with a fixed side of a revolving mechanism 50, and a movable side of the revolving mechanism 50 is fixed to a telescopic boom 60. The overhead crane device according to claim 1, wherein the boom 61 is mounted substantially horizontally.
【請求項3】 屋根ユニット12に一対のレール13を
平行に設け、走行体40の両側部42にそれぞれ設けた
従動ローラ45と駆動ローラ46を一対のレール13に
接し、前記走行体40の中央部41に旋回機構50の固
定側リング52を取付け、この旋回機構50の可動側リ
ング53に支持体51を取付け、その支持体51に伸縮
式ブーム60の固定側ブーム61をほぼ水平に取付ける
と共に、ウインチ65を取付けた請求項1又は2記載の
天井クレーン装置。
3. The roof unit 12 is provided with a pair of rails 13 in parallel, and a driven roller 45 and a drive roller 46 provided on both side portions 42 of the traveling body 40 are in contact with the pair of rails 13, respectively, and the center of the traveling body 40 is provided. The fixed side ring 52 of the turning mechanism 50 is attached to the portion 41, the support 51 is attached to the movable side ring 53 of the turning mechanism 50, and the fixed side boom 61 of the telescopic boom 60 is attached to the support 51 substantially horizontally. , The winch 65 is attached, The overhead crane apparatus of Claim 1 or 2.
JP5687394A 1994-03-28 1994-03-28 Ceiling crane device Pending JPH07267582A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5687394A JPH07267582A (en) 1994-03-28 1994-03-28 Ceiling crane device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5687394A JPH07267582A (en) 1994-03-28 1994-03-28 Ceiling crane device

Publications (1)

Publication Number Publication Date
JPH07267582A true JPH07267582A (en) 1995-10-17

Family

ID=13039549

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5687394A Pending JPH07267582A (en) 1994-03-28 1994-03-28 Ceiling crane device

Country Status (1)

Country Link
JP (1) JPH07267582A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015140764A (en) * 2014-01-30 2015-08-03 株式会社日立製作所 Pump system structure and pump system structure construction method
CN106938823A (en) * 2017-02-28 2017-07-11 浙江亚厦装饰股份有限公司 Dome decorative components hanging method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015140764A (en) * 2014-01-30 2015-08-03 株式会社日立製作所 Pump system structure and pump system structure construction method
CN106938823A (en) * 2017-02-28 2017-07-11 浙江亚厦装饰股份有限公司 Dome decorative components hanging method

Similar Documents

Publication Publication Date Title
JPH06638B2 (en) Hoisting system
JPH08296210A (en) Stud constructing method, stud demolishing method and lift-up and rotating device
JPH09158470A (en) Prefabricated scaffolding for bridge pier
JPH07267582A (en) Ceiling crane device
JP2011121667A (en) Method and device for constructing indoor crane
JP2709091B2 (en) Manufacturing and stocking method of unit floor
JPH092780A (en) Jib-type traveling crane provided with jack up device
JPH0319567Y2 (en)
US4648518A (en) Self-lifting gantry crane and boom therefor
JP2545152B2 (en) Floor material holding device for crane
RU2775928C1 (en) Conductor for assembly and installation of stationary spherical roofs of vertical cylindrical steel tanks
JPH026906B2 (en)
JP2622320B2 (en) Building construction method for building erection factory
JPH028098B2 (en)
JPS589221B2 (en) mobile workbench device
JPH052766B2 (en)
JPS62101755A (en) Multidimensional moving type scaffold for constructing building
JPH0818786B2 (en) Overhead crane equipment
JPH03235838A (en) Lift up method of construction using temporary pillar
JPH06219682A (en) Crane device for construction of building
JPH0416496A (en) Lifting device at building
SU175199A1 (en) BOOM CRANE FOR INSTALLATION OF HIGH-RISE ASSEMBLY CYLINDRICAL STRUCTURES
JP2934567B2 (en) Work gondola for multi-story parking lot construction
JPH04319172A (en) Skeleton building construction workbench
JPH0881180A (en) Horizontally mobile crane