JPH0958972A - Lifting method for heavy article to polar crane in dome, andits lifting device - Google Patents

Lifting method for heavy article to polar crane in dome, andits lifting device

Info

Publication number
JPH0958972A
JPH0958972A JP24254895A JP24254895A JPH0958972A JP H0958972 A JPH0958972 A JP H0958972A JP 24254895 A JP24254895 A JP 24254895A JP 24254895 A JP24254895 A JP 24254895A JP H0958972 A JPH0958972 A JP H0958972A
Authority
JP
Japan
Prior art keywords
polar crane
lifting
lifting device
crane
heavy object
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
JP24254895A
Other languages
Japanese (ja)
Inventor
Glennon Patrick
パトリック・グレノン
Lavaling Joel
ジョエル・ラヴァリング
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.)
RIGGING INTERNATL
RIGINGU INTERNATL
Original Assignee
RIGGING INTERNATL
RIGINGU INTERNATL
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 RIGGING INTERNATL, RIGINGU INTERNATL filed Critical RIGGING INTERNATL
Priority to JP24254895A priority Critical patent/JPH0958972A/en
Publication of JPH0958972A publication Critical patent/JPH0958972A/en
Pending legal-status Critical Current

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  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)

Abstract

PROBLEM TO BE SOLVED: To allow execution with a simple facility without using a large-scale crane device by providing a hoisting device fitted with a rotary support base at the upper end and allowing only vertical movement when a weight is hoisted to a polar crane installed in a cylindrical building, i.e., a dome. SOLUTION: A hoisting device K is installed on the floor surface 104a of a building H, the travel type winder 120 of a polar crane P is operated, a hoist section 2 stored in a rack section 1 is lifted, and its skirt is fixed to the rack section 1. A suspension work device J is carried into the building H, a winder 126 is operated to suspended a base frame which is part of the suspension work device J, and it is mounted on a rotary support base at the upper end of the hoist section 2 of the hoisting device K. The hydraulic cylinder of the hoist section 2 is operated, and the base frame of the suspension work device J is mounted on a beam material 110. The suspension work device J is assembled on the polar crane P, and materials such as a steam generator G are conveyed by the suspension work device J.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、円筒状の建屋す
なわちドーム内に設置されたポーラ(極)クレーンへの
重量物の扛上方法及びその装置に関し、特には、原子力
発電施設における収容ドーム内に設置され、該収容ドー
ム内に収容されている蒸気発生器回りの資材の搬送に供
されるポーラクレーンへの扛上方法及びその実施に使用
される扛上装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for lifting a heavy load on a polar crane installed in a cylindrical building, that is, a dome, and more particularly, in a storage dome in a nuclear power generation facility. The present invention relates to a lifting method for a polar crane which is installed in a storage dome and is used for carrying materials around a steam generator housed in the housing dome, and a lifting device used for carrying out the method.

【0002】[0002]

【従来の技術】原子力発電施設における原子炉収容建屋
には、原子炉の他、蒸気発生器が設置されるが、該蒸気
発生器が極めて大重量物であるうえ、耐用性のあるもの
であり、該蒸気発生器の更新・交換においては、収容建
屋の屋根(ドーム)が撤去され、大型クレーンを用いて
当該作業が行われる。しかしながら、この方法によって
は、大掛かりな屋根の撤去作業が必要であり、大きな危
険があり、作業が非効率的であり、人手も要し、結局の
ところ多大な費用の要するものとなっている。なお、常
設のポーラクレーンではその吊下げ能力が小さく、大型
の重量物の作業には無理がある。そこで、本発明者ら
は、このポーラクレーン上に、一時的に架設作業車を設
置し、この作業をなすことを試みたものである。
2. Description of the Related Art A steam generator is installed in a reactor housing building in a nuclear power generation facility in addition to a reactor. However, the steam generator is extremely heavy and durable. In updating and replacing the steam generator, the roof (dome) of the housing building is removed and the work is performed using a large crane. However, this method requires large-scale roof removal work, is very dangerous, is inefficient, requires manpower, and ends up being very expensive. It should be noted that the permanent polar crane has a small hoisting capability, and it is not possible to work with large heavy objects. Therefore, the present inventors tried to perform this work by temporarily installing an erection work vehicle on this polar crane.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記実情に鑑
み、この種の建屋内の蒸気発生器等の更新・交換あるい
は搬送に当たり、大規模なクレーン装置を使用せず、簡
単な設備をもって施工ができ、作業費用の低減化をなし
得るポーラクレーン上への大型重量物の扛上方法及びそ
の装置を提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above-mentioned circumstances, the present invention requires simple equipment for updating, replacing or transporting a steam generator or the like in a building of this kind without using a large-scale crane device. It is an object of the present invention to provide a method for lifting a large heavy object on a polar crane and a device therefor capable of reducing the working cost.

【0004】[0004]

【課題を解決するための手段】本発明のドーム内のポー
ラクレーンへの重量物の扛上方法及びその扛上装置は上
記目的を達成するための以下の構成を採る。本発明のポ
ーラクレーンへの重量物の扛上方法は、円筒状の建屋内
に設置され、水平面上を回転動する梁材上を移動する走
行式巻き上げ機が搭載されてなるポーラクレーンへ重量
物を扛上する方法であって、前記ポーラクレーンの稼働
範囲内に、上端に回転支持台を装着した垂直動のみ可能
な扛上装置を設置し、前記既設のポーラクレーンにより
重量物を吊り上げ、該既設のポーラクレーンの巻上げ動
作並びに移動動作をもって該重量物を前記扛上装置の回
転支持台に載置し、しかる後、前記扛上装置を扛上さ
せ、重量物をポーラクレーンの梁材上に載置することを
特徴とする。本発明の扛上装置は、四角柱体をなし、内
部に縦方向に貫通する空間を有する架台部と、該架台部
の相対向する辺に装着される介装部材と、多段式に伸び
る伸長部材を有し、その基部は前記介装部材に固定さ
れ、その上部には回転支持台を備えてなる扛上部と、か
らなることを特徴とする。更に本発明の扛上装置は、四
角柱体をなし、内部に縦方向に貫通する空間を有する架
台部と、多段式に伸びる伸長部材を有し、その基部は前
記架台部の相対向する辺に固定され、その上部には回転
支持台を備えてなる扛上部と、からなることを特徴とす
る。
The method and apparatus for lifting heavy objects on a polar crane in a dome according to the present invention have the following configurations to achieve the above object. The method of lifting a heavy load on a polar crane of the present invention is a heavy load for a polar crane installed in a cylindrical building and equipped with a traveling hoist that moves on a beam that rotates on a horizontal plane. In the operating range of the polar crane, a lifting device equipped with a rotary support at the upper end capable of only vertical movement is installed, and a heavy object is lifted by the existing polar crane. The heavy object is placed on the rotary support table of the lifting device by the winding operation and the moving operation of the existing polar crane, and then the lifting device is lifted to place the heavy object on the beam member of the polar crane. It is characterized by being placed. The levitation device of the present invention comprises a quadrangular prism body, a pedestal portion having a space vertically extending therethrough, an interposition member attached to opposite sides of the pedestal portion, and an extension extending in multiple stages. It has a member, the base part is fixed to the interposition member, and the upper part is made up of a sling upper part provided with a rotation support base. Further, the lifting device of the present invention has a quadrangular prism body, a pedestal portion having a space vertically extending therethrough, and an extension member extending in multiple stages, the base portions of which are opposite sides of the pedestal portion. It is characterized in that it is fixed to the upper part, and the upper part is equipped with a rotary support table.

【0005】(作用)建屋内に扛上装置が設置され、ポ
ーラクレーンの作動により扛上装置の扛上部が引き上げ
られ、かつ、介装部材を介して架台部に固定される。次
いで、同じく重量物をポーラクレーンにて持ち上げ、扛
上装置の回転支持台上に載置する。次いで、扛上装置の
伸長部材を伸長させ、重量物をポーラクレーンの梁材上
にまで持ち上げる。
(Operation) The lifting device is installed in the building, the lifting part of the lifting device is pulled up by the operation of the polar crane, and is fixed to the pedestal part through the interposition member. Then, similarly, a heavy object is lifted by a polar crane and placed on the rotation support base of the lifting device. Then, the extension member of the lifting device is extended to lift the heavy object onto the beam of the polar crane.

【0006】[0006]

【発明の実施の形態】本発明のドーム内のポーラクレー
ンへの重量物の扛上方法及びその扛上装置の実施の形態
を図面に基づいて説明する。 (装置の実施の形態)図1〜図13はその扛上装置の一
実施の形態を示す。すなわち、図1は本扛上装置Kの全
体構成を示し、図2〜図13はその各部分構成を示す。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a method for lifting heavy objects and a lifting device for the same in a dome according to the present invention will be described with reference to the drawings. (Embodiment of Device) FIGS. 1 to 13 show an embodiment of the lifting device. That is, FIG. 1 shows the overall configuration of the present lifting device K, and FIGS. 2 to 13 show the respective partial configurations thereof.

【0007】本実施形態の扛上装置Kは、図1に示され
るように、塔状の架台部1、該架台部1内に収容される
とともに使用において該架台部1上に立設される扛上部
2、及び前記架台部1と扛上部2とに介装される介装部
材3、からなる。扛上部2はまた、多段に伸長する。
As shown in FIG. 1, the lifting device K of this embodiment is a tower-shaped mount 1, and is housed in the mount 1 and is erected on the mount 1 in use. The upper part 2 and the interposition member 3 interposed between the gantry part 1 and the upper part 2. The upper part 2 also extends in multiple stages.

【0008】以下、各部の詳細構造を説明する。架台部1 (図1〜図4参照) 架台部1は、基部10と塔状部11とからなり、更に
は、これらの基部10と塔状部11とを繋ぐステー12
を含む。 (基部10)基部10は、H形鋼材をもって四角枠体1
4が構成されるとともに、該四角枠体14の角部には水
平方向に揺動自在に張出し台15が枢着される。四角枠
体14及び張出し台15の底面をもって基礎に定置され
る。 (塔状部11)塔状部11は、四角柱状の塔本体17が
四隅の柱材17A、該柱材17Aを繋ぐ水平材17B、
斜材17C、をもってトラス構造に形成される。塔本体
17の下端は、基部10の四角枠体14にピン結合18
され、全体として同一方向に倒れる。 柱材17Aに
は、後述する固定構造を構成するピン孔19が連続して
開設される。塔本体17の内部は四角柱状の障害物のな
い空間が形成され、該空間内に扛上部3が上下動自在に
収容される。なお、塔本体17は自立可能となってい
る。 (ステー12)ステー12は基部10と塔状部11とを
繋ぎ、塔状部11の倒れを防止する。すなわち、基部1
0の張出し台15にブラケット21が固設されるととも
に、塔状部11の柱材17Aの角部の外側にブラケット
22が固設され、これらのブラケット21,22の相互
間にステー12をもってピン結合される。図4はこのス
テー12のみを取り出して示したものである。なお、該
ステー12は塔本体17が十分に自立できるものであれ
ば省略することができる。
The detailed structure of each part will be described below. The gantry part 1 (see FIGS. 1 to 4) The gantry part 1 is composed of a base part 10 and a tower part 11, and a stay 12 connecting the base part 10 and the tower part 11 together.
including. (Base 10) The base 10 has an H-shaped steel material and a rectangular frame 1
4, and a pedestal 15 is pivotally attached to a corner portion of the square frame body 14 so as to be swingable in the horizontal direction. The square frame body 14 and the bottom surface of the overhanging base 15 are placed on the foundation. (Tower-shaped portion 11) In the tower-shaped portion 11, the tower body 17 having a rectangular column shape has column members 17A at four corners, a horizontal member 17B connecting the column members 17A,
The diagonal member 17C is formed into a truss structure. The lower end of the tower body 17 is pin-connected to the rectangular frame body 14 of the base 10.
And fall in the same direction as a whole. Pin holes 19 constituting a fixing structure described later are continuously formed in the pillar 17A. Inside the tower body 17, a rectangular column-shaped space without obstacles is formed, and the upper part 3 is housed in the space so as to be vertically movable. The tower body 17 can be self-supporting. (Stay 12) The stay 12 connects the base portion 10 and the tower-shaped portion 11 and prevents the tower-shaped portion 11 from collapsing. That is, the base 1
The bracket 21 is fixedly mounted on the overhanging base 15 of 0, and the bracket 22 is fixed on the outside of the corner portion of the column member 17A of the tower-shaped portion 11, and the stay 12 is held between the brackets 21 and 22 by a pin. Be combined. FIG. 4 shows only the stay 12 taken out. The stay 12 can be omitted if the tower body 17 can be sufficiently self-supporting.

【0009】扛上部2・介装部材3(図1、図5〜図1
3参照) 扛上部2は、3連に伸長する伸長柱25を主体とし、該
伸長柱25の下端に固設されるスカート26、該伸長柱
25内に内蔵される油圧シリンダー27、及び該伸長柱
25の上部に配される回転支持台28、の各主要部から
なる。
The upper part 2 and the interposition member 3 (see FIGS. 1 and 5 to 1)
3) The upper part 2 is mainly composed of three extension columns 25 extending in a row, a skirt 26 fixed to the lower end of the extension column 25, a hydraulic cylinder 27 built in the extension column 25, and the extension. It is composed of each main part of a rotation support base 28 arranged on the upper part of the pillar 25.

【0010】(固定構造)(図5〜図8) 扛上部2は介装部材3を介して架台部1に固定される。
扛上部2のスカート26及び介装部材3はこの固定構造
の一部をなす。図5〜図8を参照して、固定構造を説明
する。架台部1においては、前述したように、塔状部1
1の柱材17Aにピン孔19が開設される。介装部材3
においては、その両端部にこのピン孔19に対応してピ
ン孔30が開設される。これらのピン孔19とピン孔3
0とに止めピン31が挿着されることにより、介装部材
3は架台部1に固定される。扛上部2のスカート26
は、スカート端板33、繋ぎ板34、底板35よりな
り、伸長柱25の下端に固設される。すなわち、スカー
ト26の主体をなすスカート端板33は、伸長柱25の
外側面より繋ぎ板34を介して伸長柱25の下端に平行
状に固設される。スカート端板33の外面相互の距離は
相対して配された介装部材3相互の内面間の距離に実質
的に合致する。底板35は伸長柱25及びスカート26
の底部を一体的に閉塞する。36は補強用のリブであ
る。このスカート26において、スカート端板33に縦
方向にピン孔37が開設される。本実施例では対称を保
って2列に開設されるが、対称を保持する限り、1列あ
るいは3列でもよい。一方、介装部材3においてはこの
ピン孔37に対応してピン孔38が開設され、これらの
ピン孔37とピン孔38とに止めピン39が挿着される
ことにより、扛上部2はスカート26を介して介装部材
3に固定される。これにより、結果として、扛上部2は
介装部材3を介して架台部1に固定されることになる。
図例では架台部1の頂上部での固定態様を示したが、こ
の態様に限定されず、扛上部1の中間部あるいは底部で
扛上部2を固定する態様を採ることができる。
(Fixing Structure) (FIGS. 5 to 8) The upper part 2 is fixed to the pedestal part 1 through the interposition member 3.
The skirt 26 and the interposition member 3 of the upper part 2 form a part of this fixing structure. The fixing structure will be described with reference to FIGS. 5 to 8. In the gantry unit 1, as described above, the tower-shaped unit 1
A pin hole 19 is opened in one pillar member 17A. Interposition member 3
In FIG. 3, pin holes 30 are formed at both ends corresponding to the pin holes 19. These pin hole 19 and pin hole 3
The interposition member 3 is fixed to the pedestal portion 1 by inserting the stopper pin 31 into the position 0. Skirt 26 in the upper part of Raku
Is composed of a skirt end plate 33, a connecting plate 34, and a bottom plate 35, and is fixed to the lower end of the extension column 25. That is, the skirt end plate 33, which is the main body of the skirt 26, is fixed in parallel to the lower end of the extension column 25 from the outer surface of the extension column 25 via the connecting plate 34. The distance between the outer surfaces of the skirt end plate 33 substantially matches the distance between the inner surfaces of the interposing members 3 that are arranged to face each other. The bottom plate 35 has an extension column 25 and a skirt 26.
The bottom of the is closed integrally. 36 is a rib for reinforcement. In this skirt 26, a pin hole 37 is formed in the skirt end plate 33 in the vertical direction. In this embodiment, two rows are opened while maintaining symmetry, but as long as the symmetry is maintained, one row or three rows may be used. On the other hand, in the interposition member 3, a pin hole 38 is opened corresponding to the pin hole 37, and a stopper pin 39 is inserted into the pin hole 37 and the pin hole 38, so that the upper portion 2 is skirted. It is fixed to the interposition member 3 via 26. As a result, the upper part 2 is fixed to the pedestal part 1 via the interposition member 3.
Although the fixing mode at the top of the gantry unit 1 is shown in the illustrated example, the present invention is not limited to this mode, and a mode in which the supporting unit 2 is fixed at the middle portion or the bottom of the supporting unit 1 can be adopted.

【0011】(伸長柱25)(図9〜図11参照) 伸長柱25は、外筒41と、該外筒41内に2重に配さ
れる中間筒42及び内筒43と、からなる。図9〜図1
1はこの伸長柱25を取り出して示したものである。本
実施形態では、外筒41、中間筒42、内筒43はいず
れも四角筒体をなすが、多角筒体あるいは円筒を採るこ
ともできる。外筒41の底部はスカート26の底板35
上に固設される。また、その上縁部には外方に張り出す
フランジ41aが形成される。中間筒42は外筒41内
にスペーサを介して摺動自在に装入され、上部のフラン
ジ42aの下面は外筒41のフランジ41aの上面に当
接する。内筒43は中間筒42内にスペーサを介して摺
動自在に装入され、上部のフランジ43aは中間筒42
のフランジ42aの上面に当接する。外筒41と中間筒
42、及び中間筒42と内筒との間にはそれらの抜出し
を防止するストッパが配される。
(Extension Column 25) (See FIGS. 9 to 11) The extension column 25 is composed of an outer cylinder 41, an intermediate cylinder 42 and an inner cylinder 43 which are doubly arranged in the outer cylinder 41. 9 to 1
Reference numeral 1 shows the elongated column 25 taken out. In the present embodiment, the outer cylinder 41, the intermediate cylinder 42, and the inner cylinder 43 are all quadrangular cylinders, but may be polygonal cylinders or cylinders. The bottom of the outer cylinder 41 is the bottom plate 35 of the skirt 26.
Fixed on top. Further, a flange 41a protruding outward is formed on the upper edge portion thereof. The intermediate cylinder 42 is slidably inserted into the outer cylinder 41 via a spacer, and the lower surface of the upper flange 42a contacts the upper surface of the flange 41a of the outer cylinder 41. The inner cylinder 43 is slidably inserted into the middle cylinder 42 via a spacer, and the upper flange 43a is formed in the middle cylinder 42.
Abuts on the upper surface of the flange 42a. Stoppers are arranged between the outer cylinder 41 and the middle cylinder 42 and between the middle cylinder 42 and the inner cylinder to prevent them from being pulled out.

【0012】(油圧シリンダー27)(図12) 油圧シリンダー27は、伸長柱25内に収容され、その
下端を底板35に固定され、その上端を内筒43のフラ
ンジ43aの下面に固定される。図12はこの油圧シリ
ンダー27を取り出して示したものである。この油圧シ
リンダー27も3段に伸びる構造を採り、外側シリンダ
45、中間シリンダ46、内側シリンダ47からなる。
48は作動油の注入口、49はその排出口である。
(Hydraulic Cylinder 27) (FIG. 12) The hydraulic cylinder 27 is housed in the extension column 25, its lower end is fixed to the bottom plate 35, and its upper end is fixed to the lower surface of the flange 43a of the inner cylinder 43. FIG. 12 shows the hydraulic cylinder 27 taken out and shown. The hydraulic cylinder 27 also has a structure that extends in three stages, and includes an outer cylinder 45, an intermediate cylinder 46, and an inner cylinder 47.
Reference numeral 48 is an inlet for hydraulic oil, and 49 is its outlet.

【0013】(回転支持台28)(図13) 回転支持台28は、伸長柱25の上部に、詳しくは、伸
長柱25の内筒43のフランジ43aの上部に固定設置
される。図13に回転支持台28の細部構造を示す。す
なわち、この回転支持台28は、内筒43のフランジ4
3aに中心を一致して固定される円環状の固定台51
と、該固定台51の外側に軸受け52を介して外装され
外周に大歯車53aの形成された回転輪53と、回転輪
53上に載置固定されるテーブル54と、内筒43のフ
ランジ43aに取り付けられ、前記回転輪53の大歯車
53aに噛み合う小歯車(ウォーム)55aを有する回
転駆動装置55と、からなる。回転駆動装置55の回転
駆動により、小歯車55aに噛み合って大歯車53aは
回転し、テーブル54は自在に回転する。なお、回転駆
動装置55は電動・油圧を問わない。
(Rotary Support Base 28) (FIG. 13) The rotary support base 28 is fixedly installed on the upper part of the extension column 25, more specifically, on the flange 43a of the inner cylinder 43 of the extension column 25. FIG. 13 shows a detailed structure of the rotary support base 28. That is, the rotation support base 28 is provided with the flange 4 of the inner cylinder 43.
An annular fixing base 51 which is fixed so that its center coincides with 3a.
A rotary wheel 53 which is externally mounted on the fixed base 51 via a bearing 52 and has a large gear 53a formed on the outer periphery thereof; a table 54 mounted and fixed on the rotary wheel 53; and a flange 43a of the inner cylinder 43. And a rotation drive device 55 having a small gear (worm) 55a meshing with the large gear 53a of the rotary wheel 53. By the rotation drive of the rotation drive device 55, the large gear 53a is rotated by meshing with the small gear 55a, and the table 54 is freely rotated. The rotary drive device 55 may be electric or hydraulic.

【0014】この扛上装置Kは、塔状の架台部1内の空
間内に収縮した扛上部2が収容される。使用において、
介装部材3が止めピン31をもって塔状架台部1に設置
される。扛上部2が上方へ引き出され、そのスカート部
26と介装部材3と止めピン39をもって固定する。図
1の状態はこの状態を示す。なお、収納においては、介
装部材3は塔状架台部1の最下段に設置される。
In this lifting device K, a contracted lifting part 2 is accommodated in a space within a tower-shaped mount part 1. In use,
The interposition member 3 is installed on the tower-shaped mount 1 with the stop pin 31. The upper part 2 is pulled out upward and fixed by the skirt part 26, the interposition member 3 and the stop pin 39. The state of FIG. 1 shows this state. In the storage, the interposition member 3 is installed at the lowermost stage of the tower frame 1.

【0015】(方法の実施の形態)本発明のドーム内の
ポーラクレーンへの重量物の扛上方法は叙上の扛上装置
Kを用いて実施される。図14・図15はその一実施の
形態として、原子力発電施設の蒸気発生器を収容した収
容ドームにおけるポーラクレーンへの適用を示す。図に
おいて、Hは収容ドーム(建屋)、Gは蒸気発生器、P
はポーラクレーンである。
(Embodiment of Method) The method of lifting a heavy object on a polar crane in a dome according to the present invention is carried out by using a lifting device K of Jojo. FIG. 14 and FIG. 15 show, as one embodiment thereof, application to a polar crane in a storage dome that stores a steam generator of a nuclear power generation facility. In the figure, H is a housing dome (building), G is a steam generator, P
Is a polar crane.

【0016】建屋Hは、遮蔽用コンクリートによる躯体
構造をもって円筒状のシェル構造に構築される。100
はその躯体部であって、その上部には半球状をなすドー
ム状の屋根(図示せず)が形成される。102は建屋H
の内壁に形成されたポーラクレーン用の案内軌条であ
る。104は床部であり、104aはその床面である。
案内軌条102は図例では躯体部100に一体となって
いるが、建物内に構築された円筒壁体の上面に形成する
こともできる。
The building H is constructed in a cylindrical shell structure having a frame structure made of shielding concrete. 100
Is a skeleton thereof, and a hemispherical dome-shaped roof (not shown) is formed on the upper part thereof. 102 is the building H
It is a guide rail for polar cranes formed on the inner wall of. 104 is a floor, and 104a is the floor surface.
Although the guide rail 102 is integrated with the skeleton portion 100 in the illustrated example, it may be formed on the upper surface of the cylindrical wall body constructed in the building.

【0017】ポーラクレーンPは、径方向に差し渡され
た梁材110の両端部に案内軌条102上を走行する車
輪部112が装備され、かつ、梁材110上には該梁材
110を案内として走行自在の走行式巻上げ機120が
配されてなる。もっと詳しくは、梁材110は2本の梁
要素110aが所定間隔bを保って相対置され、車輪部
112には車輪112aの駆動機構を備える。走行式巻
上げ機120は、車輪122aを有し梁材110に跨が
って配される台車部122、台車122上に配されるウ
インチ124、ウインチ124により駆動される巻上げ
機126、を備える。車輪122aは梁材110上を走
行する。巻上げ機126はチェーンブロック126aを
介して吊上げ用フック126bを上下動させる。
The polar crane P is equipped with wheel portions 112 running on the guide rails 102 at both ends of a beam member 110 radially extended, and guides the beam member 110 on the beam member 110. A traveling hoist 120 that can travel freely is arranged. More specifically, in the beam member 110, two beam elements 110a are placed relative to each other with a predetermined space b therebetween, and the wheel portion 112 is provided with a drive mechanism for the wheel 112a. The traveling type hoisting machine 120 includes a bogie section 122 having wheels 122 a and straddling the beam member 110, a winch 124 arranged on the bogie 122, and a hoisting machine 126 driven by the winch 124. The wheels 122a run on the beam 110. The hoist 126 moves the lifting hook 126b up and down via the chain block 126a.

【0018】本実施形態では、このポーラクレーンPの
梁材110上へ重量物としての架設作業装置Jを扛上す
る方法に付いて述べる。この架設作業装置Jはいわゆる
チェーンジャッキトロリであって、図16〜図18に示
すように、車輪200を有する車輪付き台枠202、該
台枠202上に取外し自在に立設され、多段に伸びる扛
上柱204、該扛上柱204上に架け渡されるビーム2
06、該ビーム206に垂架されるチェーンジャッキ2
08、よりなる。しかして、このチェーンジャッキトロ
リJにより、そのチェーンジャッキ208をもって蒸気
発生器Gあるいは架設材(図示せず)の吊下げ作業をな
す。更に詳しくは、車輪付き台枠202は縦枠部202
aと横枠部202bとから四角枠に形成され、車輪20
0は縦枠部202aに取り付けられ、ポーラクレーンP
の梁材110上を走行する。留意すべきは、台枠202
において、縦枠部202aと横枠部202bとはピン2
10を介して連結され、横力により菱形に変形する。す
なわち、台枠202は定常状態で斜材212をもって四
角形に保持され、幅B1をなし、該斜材212を外し変
形を受けて菱形となり、幅B2となる(図19参照)。
そして、この幅B2はポーラクレーン110の梁材11
0の間隔bよりも小さくされる。なお、斜材212は図
例では4隅に配されているが、1隅のみであってもよ
い。また、該斜材212に油圧シリンダを採用し、伸縮
可能となすことができる。扛上柱204はその基板21
6が取付けボルト218をもって台枠202上に取付け
・取外しが自在とされるとともに、多段式に伸びる構造
を採る。扛上柱204とビーム206とは一体化されて
いる。
In this embodiment, a method of lifting the erection work device J as a heavy object on the beam member 110 of the polar crane P will be described. This erection work device J is a so-called chain jack trolley, and as shown in FIGS. 16 to 18, an underframe 202 with wheels having wheels 200, is erected on the underframe 202 in a detachable manner, and extends in multiple stages.扛 Superior pillar 204, the beam 2 which is bridged over the 曛 Superior pillar 204
06, a chain jack 2 suspended from the beam 206
It consists of 08. The chain jack trolley J is used to suspend the steam generator G or the erection material (not shown) with the chain jack 208. More specifically, the underframe 202 with wheels is a vertical frame portion 202.
a and a horizontal frame portion 202b are formed into a square frame, and the wheel 20
0 is attached to the vertical frame portion 202a, and the polar crane P
It runs on the beam material 110. It should be noted that the underframe 202
In, the vertical frame portion 202a and the horizontal frame portion 202b are pin 2
It is connected via 10, and is transformed into a rhombus by a lateral force. That is, the underframe 202 is held in a quadrangle with the diagonal member 212 in a steady state, has a width B1, and is deformed by removing the diagonal member 212 to become a rhombus and has a width B2 (see FIG. 19).
The width B2 is the beam material 11 of the polar crane 110.
It is made smaller than the interval b of 0. Although the diagonal members 212 are arranged at the four corners in the illustrated example, they may be arranged at only one corner. Further, a hydraulic cylinder may be adopted as the diagonal member 212 so that it can be expanded and contracted. Substantial pillar 204 is its substrate 21
6 has a mounting bolt 218 that can be freely mounted on and removed from the underframe 202, and has a structure that extends in multiple stages. The bracing pillar 204 and the beam 206 are integrated.

【0019】以下、施工手順に従って説明する。 (1) 建屋Hの床面104a上に本扛上装置Kが設置され
る。本扛上装置Kは、当初状態では架台部1内に扛上部
2が収納されている。すなわち、架台部1では基部10
の張出し台15が拡げられ、塔状部11と基部10とに
ステー12が張設され、安定的に床面104a上に定置
される。介装部材3は架台部1の上部あるいは中間部に
設置される。ポーラクレーンPの走行式巻上げ機120
の巻上げ機126を作動して架台部1内に収納されてい
た扛上部2を引き上げ、そのスカート26を介装部材3
に固定する。
The construction procedure will be described below. (1) The lifting device K is installed on the floor surface 104a of the building H. In the initial state of the lifting device K, the lifting part 2 is housed in the gantry part 1. That is, in the gantry unit 1, the base unit 10
The overhanging base 15 is expanded, the stay 12 is stretched between the tower-shaped portion 11 and the base portion 10, and the stay 12 is stably placed on the floor surface 104a. The interposition member 3 is installed on the upper part or the middle part of the gantry part 1. Traveling hoist 120 of polar crane P
The hoisting machine 126 is operated to pull up the upper part 2 stored in the pedestal part 1, and the skirt 26 is inserted into the interposing member 3.
Fixed to.

【0020】(2) 建屋H内に架設作業装置Jが搬入さ
れ、ポーラクレーンPの巻上げ機126を作動して該架
設作業装置Jの分解された一部である台枠202を吊り
上げ、これを本扛上装置Kの回転支持台28上に載置す
る。台枠202は畳み込まれた状態となっている。
(2) The erection work device J is carried into the building H, the hoist 126 of the polar crane P is operated, and the underframe 202 which is a disassembled part of the erection work device J is lifted. It is placed on the rotation support base 28 of the lifting device K. The underframe 202 is in a folded state.

【0021】(3) 本扛上装置Kの扛上部2すなわち油圧
シリンダー27を作動して扛上させ、架設作業装置Jの
台枠202をポーラクレーンPの梁材100の間隔
(b)空間を通過させて、該梁材100より上方へ移動
させる。しかる後、回転支持台28の回転を利用して、
該台枠202を梁材100上に載置する。
(3) The lifted upper portion 2 of the lifting device K, that is, the hydraulic cylinder 27 is operated to lift it, and the underframe 202 of the erection work device J is moved to the space (b) between the beam members 100 of the polar crane P. The beam 100 is passed and moved above the beam 100. Then, by utilizing the rotation of the rotation support base 28,
The underframe 202 is placed on the beam member 100.

【0022】(4) 再び(2) の工程に戻り、ポーラクレー
ンPを作動し、架設作業装置Jの他の一部を吊り上げ、
これを扛上装置Kに載置し、(3)の工程に準じて梁材1
00上に載置する。
(4) Returning to the process of (2) again, the polar crane P is operated to lift another part of the erection work device J,
This is placed on the lifting device K, and the beam 1
Place it on 00.

【0023】(5) 架設作業装置JをポーラクレーンP上
で組み立て、該架設作業装置Jをもって蒸気発生器Gあ
るいは他の資材の搬送をなす。
(5) The erection work device J is assembled on the polar crane P, and the erection work device J conveys the steam generator G or other materials.

【0024】(実施形態の効果)このように、本実施形
態のドーム内のポーラクレーンへの大型重量物の扛上方
法によれば、扛上装置Kを利用することにより、比較的
簡単な設備で、しかも、既設のポーラクレーンを利用し
つつ、大型重量物をポーラクレーン上に載置することが
できる。このため、大規模なクレーン装置を要さず、作
業の合理化、効率化を図り、安全に施工ができ、作業費
用の大幅な低減化を達成できる。更に、本実施形態にお
ける本架設作業装置Jを使用することにより、ポーラク
レーンPの梁材110上での組付けが完了すれば、この
架設作業装置Jにより、蒸気発生器Gの搬送作業をなす
ことができる。また、本実施形態の扛上装置Kは構造が
簡単であり、その製作費用が安価で済む。
(Effects of the Embodiment) As described above, according to the method for lifting a large heavy object on the polar crane in the dome of the present embodiment, by using the lifting device K, relatively simple equipment is provided. In addition, a large heavy load can be placed on the polar crane while using the existing polar crane. Therefore, a large-scale crane device is not required, the work can be rationalized, the efficiency can be improved, the work can be performed safely, and the work cost can be significantly reduced. Further, when the installation work on the beam member 110 of the polar crane P is completed by using the erection work device J in the present embodiment, the erection work device J performs the work of transporting the steam generator G. be able to. In addition, the lifting device K of the present embodiment has a simple structure, and its manufacturing cost is low.

【0025】本実施形態においては、大型重量物として
架設作業装置Jに付いて述べたが、これに限定されるも
のでない。本発明は上記実施例に限定されるものではな
く、本発明の基本的技術思想の範囲内で種々設計変更が
可能である。 扛上装置Kにおいて、介装部材3を介したが、扛上部
2のスカート26を直接的に架台部1の柱材17Aに固
定する態様を採ってもよい。
In this embodiment, the erection work device J is described as a large heavy object, but the present invention is not limited to this. The present invention is not limited to the above embodiments, and various design changes can be made within the scope of the basic technical idea of the present invention. In the lifting device K, although the interposition member 3 is used, the skirt 26 of the lifting part 2 may be directly fixed to the pillar member 17A of the gantry 1.

【0026】[0026]

【発明の効果】本発明の重量物の扛上方法によれば、少
なくとも垂直動のみ可能な扛上装置を利用し、比較的簡
単な設備で、しかも、既設のポーラクレーンを利用しつ
つ、大型重量物をポーラクレーン上に載置することがで
きる。このため、大規模なクレーン装置を要さず、作業
の合理化、効率化を図り、安全に施工ができ、作業費用
の大幅な低減化を達成できる。また、本発明の扛上装置
によれば、構成が簡単であり、収納時においては扛上部
を架台部内に収めることにより場所を取らず、使用時に
おいては介装部材の設置位置により扛上部の位置を自由
に選ぶことができ、使い勝手がよい。
According to the lifting method for heavy objects of the present invention, at least a lifting device capable of only vertical movement is used, a relatively simple facility is used, and an existing polar crane is used. Heavy items can be placed on the polar crane. Therefore, a large-scale crane device is not required, the work can be rationalized, the efficiency can be improved, the work can be performed safely, and the work cost can be significantly reduced. Further, according to the lifting device of the present invention, the structure is simple, and when the storage device is housed, the space is not taken up by accommodating the lifting device in the pedestal part. The position can be freely selected and it is easy to use.

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

【図1】本発明の扛上装置の一実施形態の全体を示す正
面構成図。
FIG. 1 is a front configuration diagram showing an entire embodiment of a lifting device of the present invention.

【図2】本装置の塔状部の正面図。FIG. 2 is a front view of a tower portion of the present apparatus.

【図3】図2の平面図。FIG. 3 is a plan view of FIG. 2;

【図4】塔状部の部分図。FIG. 4 is a partial view of a tower portion.

【図5】固定構造部の拡大正面図(図6のV方向矢視
図)
FIG. 5 is an enlarged front view of the fixing structure portion (a view in the direction V in FIG. 6).

【図6】図5のVI方向矢視図。6 is a view on arrow VI in FIG.

【図7】固定構造部の分解構成図。FIG. 7 is an exploded configuration diagram of a fixing structure portion.

【図8】図7のVIII部分拡大図。FIG. 8 is an enlarged view of part VIII of FIG.

【図9】伸長柱の正面図。FIG. 9 is a front view of an extension column.

【図10】伸長柱の側面図。FIG. 10 is a side view of the extension column.

【図11】伸長柱の一部断面拡大図。FIG. 11 is an enlarged view of a partial cross section of the extension column.

【図12】油圧シリンダーの構成図。FIG. 12 is a configuration diagram of a hydraulic cylinder.

【図13】回転支持台の構成図。FIG. 13 is a configuration diagram of a rotation support base.

【図14】収容ドーム内のポーラクレーンの配置図(図
15のXIV-XIV 線断面図)。
FIG. 14 is a layout view of the polar crane inside the accommodation dome (cross-sectional view taken along line XIV-XIV in FIG. 15).

【図15】図14のXV方向矢視図。15 is an XV direction arrow view of FIG.

【図16】チェーンジャッキトロリの側面図(図17の
XVI 方向矢視図)。
FIG. 16 is a side view of the chain jack trolley (of FIG. 17).
(XVI direction arrow view).

【図17】その正面図(図16のXVII方向矢視図)。FIG. 17 is a front view thereof (a view on arrow XVII in FIG. 16).

【図18】図16・図17のXIIX-XIIX 線断面図。FIG. 18 is a sectional view taken along line XIIX-XIIX in FIGS.

【図19】チェーンジャッキトロリの台枠の変形状態を
示す図。
FIG. 19 is a view showing a deformed state of the underframe of the chain jack trolley.

【符号の説明】[Explanation of symbols]

K…扛上装置、P…ポーラクレーン、H…建屋、1…架
台部、2…扛上部、3…介装部材、25…伸長部材、2
8…回転支持台、110…梁材、110a…梁要素、1
20…走行式巻上げ機、
K ... lifting device, P ... polar crane, H ... building, 1 ... frame part, 2 ... upper part, 3 ... interposer member, 25 ... extension member, 2
8 ... Rotating support, 110 ... Beam, 110a ... Beam element, 1
20 ... Traveling hoist,

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】円筒状の建屋内に設置され、水平面上を回
転動する梁材上を移動する走行式巻き上げ機が搭載され
てなるポーラクレーンへ重量物を扛上する方法であっ
て、 前記ポーラクレーンの稼働範囲内に、上端に回転支持台
を装着した垂直動のみ可能な扛上装置を設置し、 前記既設のポーラクレーンにより重量物を吊り上げ、該
既設のポーラクレーンの巻上げ動作並びに移動動作をも
って該重量物を前記扛上装置の回転支持台に載置し、 しかる後、前記扛上装置を扛上させ、重量物をポーラク
レーンの梁材上に載置する、ことを特徴とする重量物の
扛上方法。
1. A method for lifting a heavy load to a polar crane, which is installed in a cylindrical building and is equipped with a traveling hoist that moves on a beam that rotates on a horizontal plane, comprising: Within the working range of the polar crane, a lifting device equipped with a rotary support at the upper end and capable of only vertical movement is installed, and a heavy object is hoisted by the existing polar crane, and the hoisting and moving operations of the existing polar crane. The heavy object is placed on the rotation support base of the lifting device, and then the lifting device is lifted, and the heavy object is placed on the beam member of the polar crane. How to raise things.
【請求項2】ポーラクレーンの梁材は所定間隔を保つ2
本の梁要素からなり、重量物は前記2本の梁要素の間隔
を通過する幅を有する請求項1に記載の重量物の扛上方
法。
2. The beam members of a polar crane maintain a predetermined distance.
The method for lifting a heavy object according to claim 1, wherein the method comprises a plurality of beam elements, and the heavy object has a width that passes through a space between the two beam elements.
【請求項3】四角柱体をなし、内部に縦方向に貫通する
空間を有する架台部と、 前記架台部の相対向する辺に装着される介装部材と、 多段式に伸びる伸長部材を有し、その基部は前記介装部
材に固定され、その上部には回転支持台を備えてなる扛
上部と、からなることを特徴とする扛上装置。
3. A pedestal portion having a space that vertically penetrates in the inside of a quadrangular prism body, an interposition member attached to opposite sides of the pedestal portion, and an extension member extending in multiple stages. The base is fixed to the interposition member, and the upper part is provided with a rotary support table, and the upper part is provided with the upper part.
【請求項4】四角柱体をなし、内部に縦方向に貫通する
空間を有する架台部と、 多段式に伸びる伸長部材を有し、その基部は前記架台部
の相対向する辺に固定され、その上部には回転支持台を
備えてなる扛上部と、からなることを特徴とする扛上装
置。
4. A quadrangular prism body having a pedestal portion having a space vertically extending therethrough, and an extension member extending in multiple stages, the base portion being fixed to opposite sides of the pedestal portion, An uplifting device, characterized in that it comprises an upright part provided with a rotation support table on its upper part.
JP24254895A 1995-08-28 1995-08-28 Lifting method for heavy article to polar crane in dome, andits lifting device Pending JPH0958972A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24254895A JPH0958972A (en) 1995-08-28 1995-08-28 Lifting method for heavy article to polar crane in dome, andits lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24254895A JPH0958972A (en) 1995-08-28 1995-08-28 Lifting method for heavy article to polar crane in dome, andits lifting device

Publications (1)

Publication Number Publication Date
JPH0958972A true JPH0958972A (en) 1997-03-04

Family

ID=17090750

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24254895A Pending JPH0958972A (en) 1995-08-28 1995-08-28 Lifting method for heavy article to polar crane in dome, andits lifting device

Country Status (1)

Country Link
JP (1) JPH0958972A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103342321A (en) * 2013-06-28 2013-10-09 中广核工程有限公司 Integral replacing and hoisting method of steam generator of in-service nuclear power plant
CN105366556A (en) * 2015-11-26 2016-03-02 中广核工程有限公司 Device and method for turning main equipment automatically through nuclear island ring crane
JP2016136113A (en) * 2015-01-23 2016-07-28 太平電業株式会社 Installation method of auxiliary trolley to polar crane inside nuclear reactor containment vessel

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103342321A (en) * 2013-06-28 2013-10-09 中广核工程有限公司 Integral replacing and hoisting method of steam generator of in-service nuclear power plant
CN103342321B (en) * 2013-06-28 2016-02-17 中广核工程有限公司 The integral replacing hanging method of in-service nuclear power station steam generator
JP2016136113A (en) * 2015-01-23 2016-07-28 太平電業株式会社 Installation method of auxiliary trolley to polar crane inside nuclear reactor containment vessel
CN105366556A (en) * 2015-11-26 2016-03-02 中广核工程有限公司 Device and method for turning main equipment automatically through nuclear island ring crane

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