JP2003064877A - Panel member conveying method to high-rise building and auxiliary conveying device used for it - Google Patents

Panel member conveying method to high-rise building and auxiliary conveying device used for it

Info

Publication number
JP2003064877A
JP2003064877A JP2001259736A JP2001259736A JP2003064877A JP 2003064877 A JP2003064877 A JP 2003064877A JP 2001259736 A JP2001259736 A JP 2001259736A JP 2001259736 A JP2001259736 A JP 2001259736A JP 2003064877 A JP2003064877 A JP 2003064877A
Authority
JP
Japan
Prior art keywords
rise building
auxiliary
panel
members
panel member
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
JP2001259736A
Other languages
Japanese (ja)
Inventor
Yoshinobu Chaen
喜信 茶円
Shoichi Nomura
祥一 野村
Yoshihisa Matsuishi
佳久 松石
Masaharu Sasaki
正治 佐々木
Tatsuichi Tamura
達一 田村
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.)
Kajima Corp
Obayashi Corp
Sankyu Inc
Original Assignee
Kajima Corp
Obayashi Corp
Sankyu Inc
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 Kajima Corp, Obayashi Corp, Sankyu Inc filed Critical Kajima Corp
Priority to JP2001259736A priority Critical patent/JP2003064877A/en
Priority to KR10-2002-0044955A priority patent/KR100452914B1/en
Publication of JP2003064877A publication Critical patent/JP2003064877A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a conveying method for a panel member to a high-rise building and an auxiliary conveying device used for it capable of conveying multiple panel members at once, keeping a balance for hardly causing a tilt, and easily and stably holding the panel members. SOLUTION: This auxiliary conveying device is provided with auxiliary beam members 24 arranged extensively on both sides of a fixed beam 22 in the center, a horizontal hanging means 21 having a holding means 25 for the panel members 11 spaced out and arranged in the fixed beam 22 and the auxiliary beam members 24, and a power generator 57 arranged in the fixed beam 22 for serving as a power source of a hanger turning means 13 and the auxiliary beam members 24. In this way, a plurality of panel members 11 are arranged and held in line in the horizontal direction by the horizontal hanging means 21, and one end panel member 11 among the arranged panel members 11 is arranged face to face with a construction part 62 in the high-rise building to be installed. Subsequently, the horizontal hanging means 21 is turned by 180 deg. in the horizontal direction, and the other end panel member 11 is arranged face to face with the following construction part 62 in the high-rise building to be installed.

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】本発明は、クレーンによって
パネル部材を高層ビルの施工部の近傍に吊り上げ、高層
ビルに施工する高層ビルへのパネル部材の搬送方法及び
これに使用する補助搬送装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for transporting a panel member to a high-rise building for suspending the panel member in the vicinity of a construction portion of the high-rise building by a crane, and an auxiliary transporting device used for the method.

【0002】[0002]

【従来の技術】従来、高層ビルの鉄骨構造の建屋に外壁
や内壁を取付ける場合、予め所定の形状に形成された外
壁や内壁を構成するパネル部材をトラックによって建屋
付近まで搬送し、そこからクレーンによってパネル部材
を吊り上げて高層ビルの所定の施工部に搬送している。
クレーンによってパネル部材を吊り上げる場合、1枚ず
つ吊り上げるのは効率が悪いので、例えば特開平6−3
22989号公報に開示されているように、複数枚のパ
ネル部材を一つの平板状のパネル保持治具に一平面上に
並列に取付けて吊り上げるようにしているものがある。
また、例えば特開平8−209940号公報に開示され
ているように、一面に開口部が設けられたボックス状の
吊り上げパレットの中に複数のパネル部材を取付け具に
よって固定して収容し、吊り上げパレットをクレーンに
よって施工部付近まで搬送し、吊り上げパレットからパ
ネル部材を引き出して施工部に取付けているものがあ
る。
2. Description of the Related Art Conventionally, when attaching an outer wall or an inner wall to a steel frame building of a high-rise building, a panel member forming the outer wall or the inner wall, which is formed in a predetermined shape in advance, is transported by a truck to the vicinity of the building and then a crane is used. The panel members are lifted by and transported to a predetermined construction part of a high-rise building.
When the panel members are lifted by a crane, it is not efficient to lift the panel members one by one.
As disclosed in Japanese Patent No. 22989, there is one in which a plurality of panel members are mounted on one flat panel holding jig in parallel on one plane and are lifted.
Further, as disclosed in, for example, Japanese Patent Application Laid-Open No. 8-209940, a plurality of panel members are fixedly accommodated in a box-shaped lifting pallet having an opening provided on one surface by a mounting tool, and the lifting pallet is held. In some cases, the crane is transported to the vicinity of the construction section, and the panel member is pulled out from the lifting pallet and attached to the construction section.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記特
開平6−322989号公報に開示された従来の方法で
は、平板状のパネル保持治具は吊り上げるパネル部材の
枚数だけ並んだ横幅の広い面積が必要となり、多くのパ
ネル部材を吊り上げることが難しく、また端部のパネル
部材を施工位置に取付けた後、パネル保持治具のアンバ
ランスによる傾きや揺れが大きく不安定となり、取扱い
に多くの手間がかかるという問題があった。
However, in the conventional method disclosed in the above-mentioned Japanese Patent Laid-Open No. 6-322989, the flat panel holding jig needs to have a wide lateral area arranged by the number of panel members to be lifted. It is difficult to lift many panel members, and after mounting the panel member at the end to the construction position, the tilt and shake due to the imbalance of the panel holding jig becomes unstable, and it takes a lot of labor to handle. There was a problem.

【0004】また、前記特開平8−209940号公報
に開示された従来の方法では、複数のパネル部材をボッ
クス状の吊り上げパレットに収容しているので、重量の
大きいパネル部材を吊り上げパレットに収納したり、吊
り上げパレットの中に取付け具によって固定して保持す
るのに多くの手間がかかる。また、吊り上げパレットか
ら1枚ずつパネル部材を取り出すとき、吊り上げパレッ
トの中のパネル部材を吊り上げパレットの奥から開口部
に引き出す必要があるので、手間がかかると共に、吊り
上げパレットの構造が複雑で高価となるという問題があ
った。本発明はこのような事情に鑑みてなされたもの
で、多数のパネル部材を一度に搬送できると共に、アン
バランスによる傾きが少なく、簡単で安定した保持が可
能な高層ビルへのパネル部材の搬送方法及びこれに使用
する補助搬送装置を提供することを目的とする。
Further, in the conventional method disclosed in Japanese Patent Laid-Open No. 8-209940, since a plurality of panel members are housed in a box-shaped hoisting pallet, a large weight panel member is housed in the hoisting pallet. In addition, it takes a lot of time and effort to fix and hold it in a lifting pallet with a fixture. Further, when the panel members are taken out one by one from the lifting pallet, it is necessary to pull out the panel members in the lifting pallet from the inside of the lifting pallet to the opening, which is troublesome and the structure of the lifting pallet is complicated and expensive. There was a problem of becoming. The present invention has been made in view of the above circumstances, and a method of transporting a panel member to a high-rise building capable of transporting a large number of panel members at a time and having a small inclination due to imbalance and capable of simple and stable holding. It is also an object of the present invention to provide an auxiliary transfer device used for this.

【0005】[0005]

【課題を解決するための手段】前記目的に沿う本発明に
係る高層ビルへのパネル部材の搬送方法は、クレーンに
よって昇降可能に吊り下げられた水平吊り手段に複数の
パネル部材を保持させ、クレーンによって水平吊り手段
と共にパネル部材を高層ビルの施工部の近傍に吊り上
げ、水平吊り手段からパネル部材を取り外して高層ビル
に施工する高層ビルへのパネル部材の搬送方法であっ
て、水平吊り手段に複数のパネル部材を水平方向に一列
に配列して保持し、配列した一方端のパネル部材を高層
ビルの施工部に対面させて設置させた後、水平吊り手段
を水平方向に180°回転して、配列した他方端のパネ
ル部材を高層ビルの次の施工部に対面させて設置する。
According to the present invention, there is provided a method of transporting a panel member to a high-rise building according to the above-mentioned object, in which a plurality of panel members are held by a horizontal suspending means suspended by a crane. A method of transporting panel members to a high-rise building by hoisting the panel member together with the horizontal suspension means in the vicinity of the construction part of the high-rise building, removing the panel member from the horizontal suspension means, and installing the panel member in the high-rise building. The panel members of No. 1 are horizontally arranged in a line and held, and the arranged panel members at one end are installed to face the construction portion of the high-rise building, and then the horizontal suspension means is rotated 180 ° in the horizontal direction, The panel member at the other end of the array is installed to face the next construction part of the high-rise building.

【0006】これにより、水平吊り手段に複数のパネル
部材を水平方向に一列に、各パネル部材が対面して実質
的に平行になるように配列して吊り下げることにより、
多数のパネル部材、例えば6枚程度のパネル部材を一度
に保持することができるので、高層ビルに多数のパネル
部材を取付ける施工作業でクレーンの昇降動作を少なく
することができる。また、クレーンによって吊り上げた
水平吊り手段の一方端のパネル部材を高層ビルの施工部
に対面させて設置させた後、水平吊り手段を水平方向に
180°回転して、他方端のパネル部材を高層ビルの次
の施工部に対面させて設置するので、水平吊り手段に一
列に配列した両端のパネル部材から順次中央に配列され
たパネル部材を取り外すことになり、水平吊り手段は左
右の吊り下げる荷重の変化によるアンバランスによる傾
きが少なくなり、クレーンによって吊り上げた水平吊り
手段の揺れや傾きを少なくすることができる。
Thus, by suspending a plurality of panel members in a line in the horizontal direction on the horizontal suspending means so that the panel members face each other and are substantially parallel to each other, the panel members are suspended.
Since a large number of panel members, for example, about 6 panel members can be held at one time, it is possible to reduce the lifting operation of the crane in a construction work in which a large number of panel members are attached to a high-rise building. In addition, after the panel member at one end of the horizontal suspension means lifted by a crane is installed to face the construction portion of the high-rise building, the horizontal suspension means is rotated 180 ° in the horizontal direction, and the panel member at the other end is raised. Since it will be installed facing the next construction part of the building, the panel members arranged in the center will be sequentially removed from the panel members at both ends arranged in a line in the horizontal suspension means, and the horizontal suspension means will be the load to suspend on the left and right. The inclination due to the imbalance due to the change in the angle can be reduced, and the swing and inclination of the horizontal suspension means lifted by the crane can be reduced.

【0007】本発明に係る高層ビルへのパネル部材の搬
送方法において、水平吊り手段の中央に設けた固定梁の
両側に水平方向に延設され、しかも水平方向から上方向
に折り曲げ可能な補助梁部材を設け、固定梁及び水平配
置された両側の補助梁部材にそれぞれパネル部材を保持
させ、パネル部材の1を高層ビルの施工部に配置した
後、パネル部材が保持されていた補助梁部材を折り曲げ
てもよい。この場合、水平吊り手段の中央に設けた固定
梁と、固定梁から両側に延設された補助梁部材とにそれ
ぞれパネル部材を保持させて、クレーンによって高層ビ
ルの施工部の近傍に移動させ、最初に補助梁部材に保持
させたパネル部材の1を下ろす。その後、次に配列され
ているパネル部材を高層ビルの施工部に対面させる前
に、パネル部材の1が保持されていた補助梁部材を折り
曲げることにより、次に配列されているパネル部材を高
層ビルの施工部の直近まで近づけることができ、パネル
部材の設置作業が容易に、かつ安全に行うことができ
る。
In the method of transporting a panel member to a high-rise building according to the present invention, an auxiliary beam extending horizontally on both sides of a fixed beam provided at the center of the horizontal suspension means and capable of being bent upward from the horizontal direction. After the panel member is provided, the fixed beam and the horizontally arranged auxiliary beam members on both sides are respectively held, and the panel member 1 is arranged in the construction part of the high-rise building, and then the auxiliary beam member that holds the panel member is removed. You may fold it. In this case, the fixed beam provided in the center of the horizontal suspension means, and the auxiliary beam member extended to both sides from the fixed beam to hold the panel member respectively, and moved to the vicinity of the construction part of the high-rise building by a crane, First, the panel member 1 held by the auxiliary beam member is lowered. After that, before facing the next arranged panel member to the construction portion of the high-rise building, the auxiliary beam member that holds 1 of the panel member is bent to move the next arranged panel member to the high-rise building. It is possible to get close to the construction part of, and the installation work of the panel member can be performed easily and safely.

【0008】本発明に係る高層ビルへのパネル部材の搬
送方法において、水平吊り手段の中央に設けた固定梁の
両側に水平方向に伸縮可能な補助梁部材を設け、固定梁
及び延設された両側の補助梁部材にそれぞれパネル部材
を保持させ、パネル部材の1を高層ビルの施工部に配置
した後、パネル部材を保持していた補助梁部材を縮めて
もよい。この場合、固定梁の両側に水平方向に伸縮可能
な、例えばテレスコピック構造に構成した補助梁部材を
設けることによって、補助梁部材をコンパクトな構造に
することができる。また、前記折り曲げ可能な補助梁部
材と同様に、最初に補助梁部材に保持させたパネル部材
の1を下ろした後、次に配列されているパネル部材を高
層ビルの施工部に対面させる前に、パネル部材の1が保
持されていた補助梁部材を水平方向に縮め、次に配列さ
れているパネル部材を高層ビルの施工部の直近まで近づ
けることができる。
In the method of transporting a panel member to a high-rise building according to the present invention, auxiliary beam members capable of expanding and contracting in the horizontal direction are provided on both sides of a fixed beam provided at the center of the horizontal suspension means, and the fixed beam is extended. The panel members may be held by the auxiliary beam members on both sides, and the panel member 1 may be arranged at the construction portion of the high-rise building, and then the auxiliary beam members holding the panel members may be contracted. In this case, it is possible to make the auxiliary beam member compact by providing the auxiliary beam member that is horizontally expandable and contractable on both sides of the fixed beam, for example, in the form of a telescopic structure. Further, like the foldable auxiliary beam member, after first lowering one of the panel members held by the auxiliary beam member, and before facing the next arranged panel member to the construction portion of the high-rise building. The auxiliary beam member holding the panel member 1 can be contracted in the horizontal direction, and the panel members arranged next can be brought close to the construction portion of the high-rise building.

【0009】本発明に係る高層ビルへのパネル部材の搬
送方法において、固定梁には水平維持手段を設けて、水
平吊り手段の水平状態を維持するようにしてもよい。こ
の場合、固定梁に取付ける、例えばクレーンに吊り下げ
るワイヤロープの固定部の位置をリニアアクチュエータ
によって垂直又は水平方向に移動可能にした水平維持手
段を固定梁に設け、水平吊り手段の荷重のアンバランス
が生じて水平吊り手段が傾いたとき、その傾き角度に応
じてワイヤロープの固定部の位置を調整し、常に水平吊
り手段を水平に維持するので、水平吊り手段に吊り下げ
たパネル部材の位置が安定し、パネル部材の設置作業が
容易、かつ安全に行うことができる。
In the method of transporting a panel member to a high-rise building according to the present invention, the fixed beam may be provided with horizontal maintaining means to maintain the horizontal state of the horizontal suspending means. In this case, an unbalanced load of the horizontal suspension means is provided by providing a horizontal maintenance means on the fixed beam, which is attached to the fixed beam, for example, the position of the fixed part of the wire rope that is hung on the crane and can be moved vertically or horizontally by a linear actuator. When the horizontal suspension means is tilted due to the occurrence of the above, the position of the fixed portion of the wire rope is adjusted according to the inclination angle, and the horizontal suspension means is always maintained horizontally.Therefore, the position of the panel member suspended by the horizontal suspension means is adjusted. Is stable, and the installation work of the panel member can be performed easily and safely.

【0010】前記目的に沿う本発明に係る高層ビル用パ
ネル部材の補助搬送装置は、クレーンによって昇降可能
に吊り下げられたフックに取付けられ、パネル部材を地
上から高層ビルの施工部に搬送する高層ビル用パネル部
材の補助搬送装置であって、フックに吊り下げられるフ
ック掛止金具を上部に有し、下部にはワイヤ掛止金具を
有し、内部に駆動源を有して、ワイヤ掛止金具が回転可
能となった吊り具回転手段と、ワイヤ掛止金具にワイヤ
ロープを介して吊り下げられ、中央の固定梁、その固定
梁の両側に更に延設可能に設けられた補助梁部材、並び
に、固定梁及びこれに延設された補助梁部材に隙間を開
けて設けられたパネル部材の保持手段を有する水平吊り
手段と、固定梁に設けられて、吊り具回転手段、及び補
助梁部材の駆動手段の動力源となる発電機とを有する。
In accordance with the present invention, the auxiliary conveying device for a panel member for a high-rise building according to the present invention is attached to a hook that can be lifted and lowered by a crane, and conveys the panel member from the ground to a construction part of a high-rise building. An auxiliary transfer device for building panel members, which has a hook retaining metal fitting suspended on a hook in the upper part, a wire retaining metal fitting in the lower portion, and a drive source inside, and A hanging tool rotating means in which a metal fitting is rotatable, a central fixed beam that is hung from a wire hanging metal fitting through a wire rope, and an auxiliary beam member that can be further extended on both sides of the fixed beam. And a horizontal suspension means having a panel beam holding means provided with a gap between the fixed beam and the auxiliary beam member extended to the fixed beam, and a suspender rotation means provided on the fixed beam and an auxiliary beam member. Driving hands And a power generator that is a source of power.

【0011】これにより、地上の動力源に頼ることな
く、固定梁に設けられた発電機からの動力によって、吊
り具回転手段のワイヤ掛止金具を180°回転させて、
水平吊り手段に一列に配列した両端のパネル部材から順
次中央に配列されたパネル部材を取り外すことができ、
これにより、水平吊り手段のアンバランスによる傾きを
小さくすることができる。また、固定梁の両側に更に延
設可能に設けられた補助梁部材も、固定梁に設けられた
発電機から供給される動力によって折り曲げたり縮める
ことにより、補助梁部材が一列に配列されたパネル部材
の中央側の施工作業に邪魔になることなく、順次、配列
されているパネル部材を高層ビルの施工部の直近まで近
づけることができる。
As a result, the wire retaining metal fitting of the suspender rotating means is rotated 180 ° by the power from the generator provided on the fixed beam without depending on the power source on the ground.
The panel members arranged in the center in order can be removed from the panel members at both ends arranged in a line in the horizontal suspension means,
Thereby, the inclination due to the imbalance of the horizontal suspension means can be reduced. In addition, the auxiliary beam members that can be further extended on both sides of the fixed beam are bent or contracted by the power supplied from the generator provided on the fixed beam, so that the auxiliary beam members are arranged in a row. It is possible to sequentially bring the arranged panel members close to the construction portion of the high-rise building without disturbing the construction work on the center side of the members.

【0012】本発明に係る高層ビル用パネル部材の補助
搬送装置において、固定梁には、吊り具回転手段の回転
動作、及び補助梁部材の延設動作を制御する制御部を備
え、制御部は遠隔操作により操作可能にしてもよい。こ
の場合、制御部に、例えば複数の所定の周波数(3〜3
0MHz程度)の電波を発信するリモコン(遠隔操作
卓)からの電波を受信可能な受信器を設けておき、吊り
具回転手段の回転動作、及び補助梁部材の延設動作をさ
せる所定の電波を使って地上、あるいは高層ビルの施工
部近傍でリモコンを操作することにより、吊り具回転手
段の回転動作、及び補助梁部材の延設動作を制御できる
ので、パネル部材の吊り上げ状態や吊り具回転手段の回
転動作を見ながら安全にパネル部材の施工作業を行うこ
とができる。
In the auxiliary transporting apparatus for a panel member for a high-rise building according to the present invention, the fixed beam is provided with a control unit for controlling the rotating operation of the suspender rotating unit and the extending operation of the auxiliary beam member, and the control unit is It may be operable by remote control. In this case, the control unit is instructed, for example, of a plurality of predetermined frequencies (3 to 3).
A receiver capable of receiving a radio wave from a remote control (remote operation console) that emits a radio wave of about 0 MHz) is provided, and a predetermined radio wave for rotating the suspender rotating means and extending the auxiliary beam member is provided. By operating the remote control on the ground or near the construction part of a high-rise building, the rotating operation of the suspender rotating means and the extending operation of the auxiliary beam member can be controlled, so that the lifting state of the panel member and the suspending tool rotating means can be controlled. It is possible to safely perform the panel member construction work while observing the rotation operation of.

【0013】本発明に係る高層ビル用パネル部材の補助
搬送装置において、水平吊り手段の固定梁にはバランス
ウエイトが取付けられていてもよい。この場合、例えば
固定梁の下部にバランスウエイトを取付けることによ
り、水平吊り手段の両端から順次、パネル部材を取り外
すときに生じるアンバランスによる水平吊り手段の傾き
角度を小さくすることができる。なお、バランスウエイ
トは固定梁から可能な限り下方に離れた位置に取付ける
のが望ましい。
In the auxiliary conveying device for a panel member for a high-rise building according to the present invention, a balance weight may be attached to the fixed beam of the horizontal suspension means. In this case, for example, by attaching the balance weight to the lower part of the fixed beam, the inclination angle of the horizontal suspension means due to the imbalance that occurs when the panel members are sequentially removed from both ends of the horizontal suspension means can be reduced. In addition, it is desirable that the balance weight is attached to a position as far downward as possible from the fixed beam.

【0014】[0014]

【発明の実施の形態】続いて、添付した図面を参照しつ
つ、本発明を具体化した実施の形態につき説明し、本発
明の理解に供する。ここに、図1(A)、(B)はそれ
ぞれ本発明の第1の実施の形態に係る高層ビル用パネル
部材の補助搬送装置の正面図、側面図、図2は同高層ビ
ル用パネル部材の補助搬送装置の要部側面図、図3は同
高層ビル用パネル部材の補助搬送装置の水平吊り手段の
要部正面図、図4は同高層ビル用パネル部材の補助搬送
装置の水平吊り手段の要部平面図、図5(A)、(B)
はそれぞれ同高層ビル用パネル部材の補助搬送装置の補
助梁部材を折り曲げた状態の正面図、側面図、図6
(A)、(B)、(C)、(D)は同高層ビル用パネル
部材の補助搬送装置の動作説明図、図7(E)、
(F)、(G)、(H)は、同高層ビル用パネル部材の
補助搬送装置の動作を示す説明図、図8(I)、
(J)、(K)、(L)、(M)は、同高層ビル用パネ
ル部材の補助搬送装置の動作を示す説明図、図9は本発
明の第2の実施の形態に係る高層ビル用パネル部材の補
助搬送装置の正面図、図10(A)、(B)はそれぞれ
本発明の第3の実施の形態に係る高層ビル用パネル部材
の補助搬送装置の水平吊り手段の平面図、正断面図、図
11は同高層ビル用パネル部材の補助搬送装置の部分側
面図、図12(A)、(B)はそれぞれ同高層ビル用パ
ネル部材の補助搬送装置の動作説明図、図13(A)、
(B)はそれぞれ同高層ビル用パネル部材の補助搬送装
置のフック周辺の一部切り欠き正面図、側面図である。
BEST MODE FOR CARRYING OUT THE INVENTION Next, referring to the attached drawings, an embodiment in which the present invention is embodied will be described to provide an understanding of the present invention. 1 (A) and 1 (B) are front views, side views, and FIG. 2 of the auxiliary conveyance device for a panel member for a high-rise building according to the first embodiment of the present invention, respectively. 3 is a side view of a main part of the auxiliary transfer device of FIG. 3, FIG. 3 is a front view of a main part of the horizontal transfer means of the auxiliary transfer device for the panel member for the same high-rise building, and FIG. Plan view of the main part of FIG. 5 (A), (B)
6 is a front view, a side view, and FIG. 6 of a state in which the auxiliary beam member of the auxiliary conveying device for the panel member for the same high-rise building is bent, respectively.
(A), (B), (C), (D) is an operation explanatory view of the auxiliary transporting device for the panel member for the same high-rise building, FIG. 7 (E),
(F), (G), (H) are explanatory views showing the operation of the auxiliary transporting device for the panel member for the same high-rise building, FIG. 8 (I),
(J), (K), (L), and (M) are explanatory views showing the operation of the auxiliary conveying device for the panel member for the same high-rise building, and FIG. 9 is a high-rise building according to the second embodiment of the present invention. 10A and 10B are plan views of horizontal suspending means of the auxiliary transport device for the panel member for high-rise buildings according to the third embodiment of the present invention, respectively. Front sectional view, FIG. 11 is a partial side view of the auxiliary transporting device for the panel member for the same high-rise building, and FIGS. 12A and 12B are operation explanatory views of the auxiliary transporting device for the panel member for the same high-rise building, respectively. (A),
FIG. 3B is a partially cutaway front view and side view around a hook of an auxiliary transfer device for a panel member for the same high-rise building.

【0015】図1(A)、(B)に示すように、本発明
の第1の実施の形態に係る高層ビル用パネル部材の補助
搬送装置10は、例えば高層ビルの鉄骨構造の建屋に外
壁を取付ける場合等に、予め所定の寸法に形成された外
装材等のパネル部材11を地上から高層ビルの施工部に
搬送するときに使用するもので、クレーンによって昇降
可能に吊り下げられたフック12に取付けられている。
なお、フック12は、図13に示すように、クレーンか
ら吊り下げられた滑車枠12Aに支持された支持ブロッ
ク12Bにスラストベアリング12Cを介して支持され
ている。支持ブロック12Bには下端部に切欠部12D
を設けた板状のストッパ12Eを取付け、切欠部12D
をフック12の上部の湾曲部分に係合させて、ねじ付き
のUバンド12Fをストッパ12Eに設けた取付け孔1
2Gに通し、Uバンド12Fのねじを締め付けることに
よってストッパ12Eを支持ブロック12Bに固定し、
フック12が水平方向に自由に回転しないように拘束し
ている。Uバンド12Fはストッパ12Eの両側に設け
た複数の取付け孔12Gによって取付け位置を調整でき
るようにしている。フック12には、吊り具回転手段1
3が吊り下げられ、吊り具回転手段13は上部にフック
12に吊り下げられるフック掛止金具14を有し、下部
にはワイヤ掛止金具15を有している。
As shown in FIGS. 1 (A) and 1 (B), an auxiliary transfer device 10 for a panel member for a high-rise building according to the first embodiment of the present invention has, for example, an outer wall in a steel frame building of a high-rise building. Used for transporting a panel member 11 such as an exterior material, which is formed in a predetermined size in advance, from the ground to a construction part of a high-rise building, such as when mounting a hook. Installed on.
As shown in FIG. 13, the hook 12 is supported by a support block 12B supported by a pulley frame 12A suspended from a crane via a thrust bearing 12C. The support block 12B has a cutout 12D at the lower end.
Attach a plate-shaped stopper 12E provided with a notch 12D
Is attached to the curved portion of the upper portion of the hook 12, and the U-band 12F with a screw is provided in the stopper 12E.
2G and fix the stopper 12E to the support block 12B by tightening the screw of the U band 12F,
The hook 12 is restrained so as not to rotate freely in the horizontal direction. The U-band 12F has its mounting position adjustable by a plurality of mounting holes 12G provided on both sides of the stopper 12E. The hook 12 has a hanging device rotating means 1
3, the hanging tool rotating means 13 has a hook retaining metal fitting 14 suspended on the hook 12 on the upper portion, and a wire retaining metal fitting 15 on the lower portion.

【0016】図2、図3、図4に示すように、フック掛
止金具14の側面には水平方向に反対側に、すなわち1
80°の開き角度でそれぞれ突出するストッパ16が設
けられている。ワイヤ掛止金具15の内部に駆動源の一
例である減速機付きモータ17を設け、減速機付きモー
タ17の出力軸17Aをフック掛止金具14に固定し、
減速機付きモータ17を駆動することによって、相対的
にフック掛止金具14に対してワイヤ掛止金具15が回
動するようにしている。そして、ワイヤ掛止金具15の
外側にはワイヤ掛止金具15が180°回転(反転)し
たときにストッパ16によって停止される突起部18が
設けられて、ワイヤ掛止金具15がフック掛止金具14
に対して180°回転可能にしている。
As shown in FIG. 2, FIG. 3 and FIG. 4, on the side surface of the hook retaining metal piece 14, the hook retaining metal piece 14 is provided on the opposite side in the horizontal direction, that is, 1
Stoppers 16 are provided, each of which projects at an opening angle of 80 °. A motor 17 with a speed reducer, which is an example of a drive source, is provided inside the wire locking metal fitting 15, and an output shaft 17A of the motor 17 with a speed reducing gear is fixed to the hook locking metal fitting 14.
By driving the motor 17 with a speed reducer, the wire retaining metal fitting 15 is rotated relative to the hook retaining metal fitting 14. A protrusion 18 that is stopped by the stopper 16 when the wire retaining metal fitting 15 is rotated (reversed) by 180 ° is provided outside the wire retaining metal fitting 15 so that the wire retaining metal fitting 15 can be hooked. 14
It can be rotated by 180 °.

【0017】ワイヤ掛止金具15の周囲には4本のワイ
ヤロープ19の上端を掛止する上端掛止部20が設けら
れ、ワイヤ掛止金具15にワイヤロープ19を介して水
平吊り手段21が吊り下げられている。水平吊り手段2
1は中央に平行な2本の長梁22Aと、2本の長梁22
Aのそれぞれの端部を結合する短梁22Bとによって実
質的に四角形に形成された固定梁22を設け、その四隅
にワイヤロープ19の下端を掛止している下端掛止部2
3が設けられている。なお、2本の長梁22Aの内側に
は補強梁22Cが設けられている。固定梁22の両側
(左右)上部には水平方向に延設可能に設けられた補助
梁部材24が設けられている。固定梁22の両端下部に
はそれぞれ1枚のパネル部材11(第1、第2のパネル
部材11A、11B)を保持する保持手段の一例である
チェンブロック25が設けられ、パネル部材11の上下
位置の微調整を可能にしている。また、固定梁22の中
央上部には架台26が設けられている。
An upper end hooking portion 20 for hooking the upper ends of the four wire ropes 19 is provided around the wire hooking metal fitting 15, and a horizontal hanging means 21 is attached to the wire hooking metal fitting 15 via the wire rope 19. It is suspended. Horizontal hanging means 2
1 is two long beams 22A parallel to the center and two long beams 22
A fixed beam 22 formed into a substantially quadrangle by a short beam 22B connecting the respective end portions of A is provided, and the lower end hook portion 2 that hooks the lower ends of the wire ropes 19 at the four corners thereof.
3 is provided. A reinforcing beam 22C is provided inside the two long beams 22A. Auxiliary beam members 24, which are provided so as to be able to extend in the horizontal direction, are provided on both upper sides (right and left) of the fixed beam 22. A chain block 25, which is an example of a holding unit that holds one panel member 11 (first and second panel members 11A and 11B), is provided below both ends of the fixed beam 22, respectively. It enables fine adjustment of. A pedestal 26 is provided at the upper center of the fixed beam 22.

【0018】図3、図4に示すように、両側の補助梁部
材24は、それぞれ固定梁22の両端から水平方向にそ
れぞれ延設された第1、第2の補助梁部材27、28
と、第1、第2の補助梁部材27、28から更に水平方
向にそれぞれ延設された第3、第4の補助梁部材29、
30とからなる2段の折り曲げが可能な構造となってい
る。第1、第2の補助梁部材27、28は固定梁22の
長梁22Aの内側に配置され、平行な2本の長梁27
A、28Aと、2本の長梁27A、28Aの先端側を結
合する短梁27B、28Bとによって実質的にコ字状に
形成されている。第1、第2の補助梁部材27、28の
中間部にはそれぞれ支持孔31、32を設け、固定梁2
2(長梁22A、補強梁22C)の両端部に設けられた
軸受33、34に支持された支持軸35、36を支持孔
31、32に通して、第1、第2の補助梁部材27、2
8が支持軸35、36に回動自在に支持されて、支持軸
35、36で固定梁22に対して実質的に折り曲げた状
態になるようにしている。そして、第1、第2の補助梁
部材27、28の支持孔31、32より先端側は固定梁
22の短梁22Bの上に載るようにしている。また、第
1、第2の補助梁部材27、28は固定梁22の端部か
ら水平方向に所定長さ、例えば500〜900mm程度
延設されて、その先端部にはそれぞれパネル部材11
(第3、第4のパネル部材11C、11D)を保持する
チェンブロック25が設けられている。
As shown in FIGS. 3 and 4, the auxiliary beam members 24 on both sides are first and second auxiliary beam members 27 and 28 extending horizontally from both ends of the fixed beam 22, respectively.
And third and fourth auxiliary beam members 29, which further extend in the horizontal direction from the first and second auxiliary beam members 27 and 28, respectively.
It has a structure capable of being bent in two stages, which is composed of 30 and 30. The first and second auxiliary beam members 27 and 28 are arranged inside the long beam 22A of the fixed beam 22 and are parallel to each other.
A and 28A and short beams 27B and 28B connecting the tip ends of the two long beams 27A and 28A are formed in a substantially U-shape. Support holes 31 and 32 are provided in the intermediate portions of the first and second auxiliary beam members 27 and 28, respectively, and the fixed beam 2
2 (long beam 22A, reinforcing beam 22C), supporting shafts 35 and 36 supported by bearings 33 and 34 provided at both ends of the beam 2 are passed through the support holes 31 and 32, and the first and second auxiliary beam members 27 are provided. Two
8 is rotatably supported by the support shafts 35 and 36 so that the support shafts 35 and 36 are substantially bent with respect to the fixed beam 22. The tip ends of the first and second auxiliary beam members 27 and 28 with respect to the support holes 31 and 32 are mounted on the short beam 22B of the fixed beam 22. The first and second auxiliary beam members 27, 28 extend horizontally from the end of the fixed beam 22 by a predetermined length, for example, about 500 to 900 mm, and the panel member 11 is provided at the tip thereof.
A chain block 25 that holds the (third and fourth panel members 11C and 11D) is provided.

【0019】架台26の第1、第2の補助梁部材27、
28に対向する面の上部には水平方向に突出してストッ
パ37が設けられ、第1、第2の補助梁部材27、28
にチェンブロック25を介して第3、第4のパネル部材
11C、11Dが保持されたときに、第1、第2の補助
梁部材27、28の基部が、ストッパ37によって掛止
されて、第1、第2の補助梁部材27、28の基部が水
平状態から上方に跳ね上がらないようにしている。ま
た、ストッパ37と固定梁22の端部とによって第1、
第2の補助梁部材27、28を支持して、支持軸35、
36には大きな荷重が加わらないようにしている。第
1、第2の補助梁部材27、28の支持孔31、32と
先端部との間にはそれぞれロッド連結部38、39を設
けると共に、架台26の両端部にはシリンダ連結部4
0、41を設けて、第1、第2のエアシリンダ42、4
3をロッド連結部38、39とシリンダ連結部40、4
1とにそれぞれピン連結している。したがって、第1、
第2のエアシリンダ42、43のロッド44、45を圧
縮空気によって移動して、ロッド連結部38、39とシ
リンダ連結部40、41との間の長さを縮めることによ
り、支持軸35、36を回動中心として第1、第2の補
助梁部材27、28を回動させ、第1、第2の補助梁部
材27、28の先端側を跳ね上げて固定梁22に対して
折り曲げた状態にして(図3に2点鎖線で示す)、第
1、第2の補助梁部材27、28が固定梁22の端部か
ら外側にはみ出さないようにしている。
The first and second auxiliary beam members 27 of the mount 26,
A stopper 37 is provided so as to project in the horizontal direction on the upper part of the surface facing 28, and the first and second auxiliary beam members 27, 28 are provided.
When the third and fourth panel members 11C and 11D are held by the chain block 25, the bases of the first and second auxiliary beam members 27 and 28 are locked by the stopper 37, The base portions of the first and second auxiliary beam members 27 and 28 are prevented from jumping upward from the horizontal state. Further, the stopper 37 and the end portion of the fixed beam 22 allow the first,
Supporting the second auxiliary beam members 27, 28, a supporting shaft 35,
A large load is not applied to 36. Rod connecting portions 38 and 39 are provided between the support holes 31 and 32 of the first and second auxiliary beam members 27 and 28 and the tip portions, respectively, and the cylinder connecting portion 4 is provided at both ends of the pedestal 26.
No. 0, 41 are provided, and the first and second air cylinders 42, 4 are provided.
3 to the rod connecting portions 38 and 39 and the cylinder connecting portions 40 and 4
Pins are connected to 1 and respectively. Therefore, the first,
The rods 44 and 45 of the second air cylinders 42 and 43 are moved by compressed air to reduce the length between the rod connecting portions 38 and 39 and the cylinder connecting portions 40 and 41, thereby supporting shafts 35 and 36. A state in which the first and second auxiliary beam members 27 and 28 are rotated about the rotation center, and the tip ends of the first and second auxiliary beam members 27 and 28 are flipped up and bent with respect to the fixed beam 22. In this way (shown by the chain double-dashed line in FIG. 3), the first and second auxiliary beam members 27 and 28 are prevented from protruding outside from the end of the fixed beam 22.

【0020】第3、第4の補助梁部材29、30はそれ
ぞれ第1、第2の補助梁部材27、28の内側に配置さ
れ、平行な2本の長梁29A、30Aと、2本の長梁2
9A、30Aの先端側を結合する短梁29B、30Bと
によって実質的にコ字状に形成されている。第3、第4
の補助梁部材29、30の中間部には支持孔46、47
を設け、第1、第2の補助梁部材27、28と同様に、
固定梁22の端部に設けられた軸受33、34に支持さ
れた支持軸35、36を支持孔46、47に通して、第
3、第4の補助梁部材29、30が支持軸35、36に
回動自在に支持され、支持軸35、36で固定梁22に
対して実質的に折り曲げた状態になるようにしている。
そして、第3、第4の補助梁部材29、30の支持孔4
6、47より先端側は第1、第2の補助梁部材27、2
8の短梁27B、28Bの上に載るようにしている。ま
た、第3、第4の補助梁部材29、30は第1、第2の
補助梁部材27、28の先端部から水平方向に所定長
さ、例えば500〜900mm程度延設されて、その先
端部にはパネル部材11(第5、第6のパネル部材11
E、11F)を保持するチェンブロック25が設けられ
ている。
The third and fourth auxiliary beam members 29 and 30 are disposed inside the first and second auxiliary beam members 27 and 28, respectively, and have two parallel long beams 29A and 30A and two parallel beam members 29A and 30A. Long beam 2
9A and 30A and the short beams 29B and 30B connecting the front ends thereof are formed in a substantially U-shape. 3rd and 4th
Support holes 46, 47 are provided in the intermediate portions of the auxiliary beam members 29, 30 of
Is provided, similarly to the first and second auxiliary beam members 27 and 28,
The support shafts 35, 36 supported by bearings 33, 34 provided at the ends of the fixed beam 22 are passed through the support holes 46, 47 so that the third and fourth auxiliary beam members 29, 30 are supported by the support shafts 35, It is rotatably supported by 36, and is substantially bent with respect to the fixed beam 22 by the support shafts 35, 36.
Then, the support holes 4 of the third and fourth auxiliary beam members 29 and 30.
The tip side from 6, 47 is the first and second auxiliary beam members 27, 2
The short beams 27B and 28B of 8 are mounted. Further, the third and fourth auxiliary beam members 29 and 30 are horizontally extended from the tip end portions of the first and second auxiliary beam members 27 and 28 by a predetermined length, for example, about 500 to 900 mm, and their tip ends. The panel member 11 (the fifth and sixth panel members 11
A chain block 25 for holding E, 11F) is provided.

【0021】架台26の第3、第4の補助梁部材29、
30に対向する面の上部には水平方向に突出してストッ
パ48が設けられ、第3、第4の補助梁部材29、30
にチェンブロック25を介して第5、第6のパネル部材
11E、11Fが保持されたときに、第3、第4の補助
梁部材29、30の基部は架台26によって掛止され
て、第3、第4の補助梁部材29、30の基部が水平状
態から上方に跳ね上がらないようにしている。また、ス
トッパ48と第1、第2の補助梁部材27、28の端部
(短梁27B、28B)とによって第3、第4の補助梁
部材29、30を支持して、支持軸35、36には大き
な荷重が加わらないようにしている。第3、第4の補助
梁部材29、30の支持孔46、47と先端部との間に
はロッド連結部49、50を設けると共に、架台26に
はシリンダ連結部51、52を設けて、第3、第4のエ
アシリンダ53、54をロッド連結部49、50とシリ
ンダ連結部51、52とにそれぞれピン連結している。
したがって、第3、第4のエアシリンダ53、54のロ
ッド55、56を圧縮空気によって移動することによ
り、支持軸35、36を回動中心として第3、第4の補
助梁部材29、30を回動させ、図5(A)、(B)に
示すように、第3、第4の補助梁部材29、30の先端
側を跳ね上げて固定梁22に対して折り曲げた状態にし
て、第3、第4の補助梁部材29、30が固定梁22の
端部から外側にはみ出さないようにしている。
The third and fourth auxiliary beam members 29 of the mount 26,
A stopper 48 is provided on an upper portion of a surface facing the 30 so as to project in the horizontal direction, and the third and fourth auxiliary beam members 29, 30 are provided.
When the fifth and sixth panel members 11E and 11F are held by the chain block 25, the bases of the third and fourth auxiliary beam members 29 and 30 are hooked by the mount 26, and The base portions of the fourth auxiliary beam members 29 and 30 are prevented from jumping upward from the horizontal state. In addition, the stopper 48 and the ends (short beams 27B and 28B) of the first and second auxiliary beam members 27 and 28 support the third and fourth auxiliary beam members 29 and 30, and the support shaft 35, A large load is not applied to 36. The rod connecting portions 49 and 50 are provided between the support holes 46 and 47 of the third and fourth auxiliary beam members 29 and 30 and the tip portions, and the gantry 26 is provided with the cylinder connecting portions 51 and 52. The third and fourth air cylinders 53 and 54 are pin-connected to the rod connecting portions 49 and 50 and the cylinder connecting portions 51 and 52, respectively.
Therefore, by moving the rods 55 and 56 of the third and fourth air cylinders 53 and 54 by compressed air, the third and fourth auxiliary beam members 29 and 30 are moved about the support shafts 35 and 36 as the rotation centers. 5A and 5B, the tip ends of the third and fourth auxiliary beam members 29 and 30 are flipped up to be bent with respect to the fixed beam 22. The third and fourth auxiliary beam members 29 and 30 are prevented from protruding outward from the end of the fixed beam 22.

【0022】固定梁22の上方に設けた架台26の上部
には吊り具回転手段13、及び補助梁部材24の駆動手
段の動力源となる、例えばエンジン駆動の発電機57を
設けて、ケーブル57Aを介して吊り具回転手段13、
水平吊り手段21に電力を供給している。また、固定梁
22の下方には吊り具回転手段13の回転動作、及び補
助梁部材24の延設動作を制御する制御部58を設け、
更に制御部58の下方には第1〜第4のエアシリンダ4
2、43、53、54に供給する圧縮空気を発生させる
コンプレッサ59を設け、コンプレッサ59の下方には
バランスウエイト60が取付けられている。制御部58
は、例えば複数の所定の周波数(3〜30MHz程度)
の電波を発信するリモコン(遠隔操作卓)からの電波を
受信可能な受信器を備えている。
On the upper part of the pedestal 26 provided above the fixed beam 22, there is provided, for example, an engine-driven generator 57, which serves as a power source for the lifting tool rotating means 13 and the driving means for the auxiliary beam member 24, and a cable 57A is provided. Via the hanging tool rotating means 13,
Electric power is supplied to the horizontal suspension means 21. Further, below the fixed beam 22, there is provided a control unit 58 for controlling the rotating operation of the suspender rotating means 13 and the extending operation of the auxiliary beam member 24.
Further, below the control unit 58, the first to fourth air cylinders 4 are provided.
A compressor 59 for generating compressed air to be supplied to 2, 43, 53, 54 is provided, and a balance weight 60 is attached below the compressor 59. Control unit 58
Is, for example, a plurality of predetermined frequencies (about 3 to 30 MHz)
It is equipped with a receiver that can receive radio waves from a remote control (remote control console) that emits radio waves.

【0023】ここで、第1の実施の形態に係る高層ビル
用パネル部材の補助搬送装置10を用いた高層ビルへの
パネル部材の搬送方法について説明する。 (1)先ず、クレーンに取付けたフック12と共に水平
吊り手段21を地上付近(パレット部材11を保持可能
な高さ)に下ろして、第1、第2の補助梁部材27、2
8及び第3、第4の補助梁部材29、30を折り曲げた
状態(図5(A)、(B)参照)で、水平吊り手段21
の固定梁22の両端部に設けたチェンブロック25にそ
れぞれパネル部材11(第1、第2のパネル部材11
A、11B)を保持させる。 (2)次に、第1、第2のエアシリンダ42、43のロ
ッド44、45を伸ばして第1、第2の補助梁部材2
7、28を回動させ、固定梁22の両側から突出させ
る。
Here, a method of transporting a panel member to a high-rise building using the auxiliary transport device 10 for a high-rise building panel member according to the first embodiment will be described. (1) First, the horizontal suspension means 21 together with the hook 12 attached to the crane is lowered to the vicinity of the ground (a height at which the pallet member 11 can be held), and the first and second auxiliary beam members 27, 2 are provided.
In a state in which the eighth and third and fourth auxiliary beam members 29 and 30 are bent (see FIGS. 5A and 5B), the horizontal suspension means 21 is provided.
The panel members 11 (first and second panel members 11) are respectively attached to the chain blocks 25 provided at both ends of the fixed beam 22 of
A, 11B) are retained. (2) Next, the rods 44 and 45 of the first and second air cylinders 42 and 43 are extended to extend the first and second auxiliary beam members 2
7 and 28 are rotated to project from both sides of the fixed beam 22.

【0024】(3)第1、第2の補助梁部材27、28
に設けたチェンブロック25にパネル部材11(第3、
第4のパネル部材11C、11D)を保持させる。な
お、このとき、第1、第2のパネル部材11A、11B
の外側上部に緩衝材からなるスペーサー61を当てて、
第1、第2のパネル部材11A、11Bと第3、第4の
パネル部材11C、11Dとが接触しないようにする。 (4)第3、第4のエアシリンダ53、54のロッド5
5、56を伸ばして第3、第4の補助梁部材29、30
を回動させ、第1、第2の補助梁部材27、28の両側
から突出させる。 (5)更に、第3、第4のパネル部材11C、11Dの
外側上部にスペーサー61を当てて、固定梁22の両側
に設けた第3、第4の補助梁部材29、30に設けたチ
ェンブロック25にパネル部材11(第5、第6のパネ
ル部材11E、11F)を保持させ、図1(A)、
(B)に示す状態にする。
(3) First and second auxiliary beam members 27, 28
The panel member 11 (the third,
The fourth panel member 11C, 11D) is held. At this time, the first and second panel members 11A, 11B
Apply a spacer 61 made of cushioning material to the outer upper part of
The first and second panel members 11A and 11B are prevented from coming into contact with the third and fourth panel members 11C and 11D. (4) Rod 5 of third and fourth air cylinders 53, 54
Extending 5, 56, the third and fourth auxiliary beam members 29, 30
Is rotated to project from both sides of the first and second auxiliary beam members 27 and 28. (5) Further, chains provided on the outer upper portions of the third and fourth panel members 11C and 11D by spacers 61 to the third and fourth auxiliary beam members 29 and 30 provided on both sides of the fixed beam 22. The block 25 holds the panel member 11 (fifth and sixth panel members 11E, 11F), and FIG.
The state shown in FIG.

【0025】(6)図6(A)に示すように、クレーン
によって水平吊り手段21を吊り上げ、地上付近から高
層ビルの施工部62の近傍に搬送し、第3の補助梁部材
29に保持させた第5のパネル部材11Eを施工部62
に対面させて、第3の補助梁部材29から第5のパネル
部材11Eを施工部62に下ろし、チェンブロック25
によって第5のパネル部材11Eの上下位置を微調整し
て取付け作業を行う。 (7)図6(B)に示すように、リモコンを操作して、
制御部58に指令し、第3のエアシリンダ53のロッド
55を縮める動作をさせ、第3の補助梁部材29を支持
軸35の回りに回動させて上方に折り曲げる。 (8)リモコンを操作して、制御部58に吊り具回転手
段13のワイヤ掛止金具15を180°回転するように
指令する。これにより、減速機付きモータ17が回転
し、ワイヤ掛止金具15がフック掛止金具14に対して
相対的に回転し、ワイヤ掛止金具15に設けた突起部1
8がフック掛止金具14に設けたストッパ16に掛止さ
れるまで、180°回転して停止する。したがって、ワ
イヤ掛止金具15に吊り下げられた水平吊り手段21が
180°回転し、第4の補助梁部材30に保持させた第
6のパネル部材11Fが施工部62に対面する(図6
(C)参照)。この状態でクレーンを移動させ、第4の
補助梁部材30から第6のパネル部材11Fを次の施工
部62に下ろし、取付け作業を行う(図6(D)参
照)。
(6) As shown in FIG. 6 (A), the horizontal hoisting means 21 is hoisted by a crane and conveyed from near the ground to near the construction portion 62 of the high-rise building and held by the third auxiliary beam member 29. The fifth panel member 11E is attached to the construction portion 62.
And the fifth panel member 11E from the third auxiliary beam member 29 to the working portion 62, and the chain block 25
Then, the upper and lower positions of the fifth panel member 11E are finely adjusted to perform the mounting work. (7) Operate the remote controller as shown in FIG.
The control unit 58 is instructed to cause the rod 55 of the third air cylinder 53 to contract, and the third auxiliary beam member 29 is rotated around the support shaft 35 and bent upward. (8) The remote controller is operated to instruct the control unit 58 to rotate the wire hooking metal fitting 15 of the hanging tool rotating means 13 by 180 °. As a result, the motor 17 with a reducer rotates, the wire hooking metal fitting 15 rotates relatively to the hook hooking metal fitting 14, and the protrusion 1 provided on the wire hooking metal fitting 15 is rotated.
Rotate 180 ° and stop until 8 is hooked by the stopper 16 provided on the hook hooking metal fitting 14. Therefore, the horizontal suspending means 21 suspended by the wire retaining metal fitting 15 rotates 180 °, and the sixth panel member 11F held by the fourth auxiliary beam member 30 faces the construction portion 62 (FIG. 6).
(See (C)). In this state, the crane is moved to lower the sixth auxiliary beam member 30 to the sixth panel member 11F to the next construction portion 62, and mounting work is performed (see FIG. 6D).

【0026】(9)図7(E)に示すように、リモコン
を操作して制御部58に指令し、第4のエアシリンダ5
4のロッド56を縮める動作をさせ、第4の補助梁部材
30を支持軸36の回りに回動させて上方に折り曲げ
る。 (10)図7(F)に示すように、クレーンを移動さ
せ、第2の補助梁部材28に保持させた第4のパネル部
材11Dを次の施工部62に対面させて下ろし、取付け
作業を行う。 (11)図7(G)に示すように、リモコンを操作して
制御部58に指令し、第2のエアシリンダ43のロッド
45を縮める動作をさせ、第2の補助梁部材28を支持
軸36の回りに回動させて上方に折り曲げる。 (12)図7(H)に示すように、リモコンを操作して
制御部58に、吊り具回転手段13のワイヤ掛止金具1
5を回転するように指令し、水平吊り手段21を180
°回転させて、第1の補助梁部材27に保持させた第3
のパネル部材11Cを次の施工部62に対面させて下ろ
し、取付け作業を行う(図8(I)参照)。
(9) As shown in FIG. 7 (E), the remote controller is operated to instruct the control section 58 to instruct the fourth air cylinder 5 to operate.
The rod 56 of No. 4 is contracted, and the fourth auxiliary beam member 30 is rotated around the support shaft 36 and bent upward. (10) As shown in FIG. 7 (F), the crane is moved to lower the fourth panel member 11D held by the second auxiliary beam member 28 so as to face the next working portion 62, and the mounting work is performed. To do. (11) As shown in FIG. 7 (G), the remote controller is operated to instruct the control unit 58 to cause the rod 45 of the second air cylinder 43 to contract, and the second auxiliary beam member 28 is supported by the support shaft. Rotate around 36 and fold up. (12) As shown in FIG. 7 (H), the remote control is operated to cause the control section 58 to cause the wire hooking fitting 1 of the hanging tool rotating means 13 to operate.
5 to rotate the horizontal suspension means 21 to 180
The third auxiliary member 27 rotated by 1 ° and held by the first auxiliary beam member 27
The panel member 11C of (1) is brought down to face the next construction portion 62, and the mounting work is performed (see FIG. 8 (I)).

【0027】(13)図8(J)に示すように、リモコ
ンを操作して制御部58に指令し、第1のエアシリンダ
42のロッド44を縮める動作をさせ、第1の補助梁部
材27を支持軸35の回りに回動させて上方に折り曲げ
る。 (14)図8(K)に示すように、クレーンを移動さ
せ、固定梁22に保持させた第1のパネル部材11Aを
次の施工部62に対面させて下ろし(図8(L)参
照)、取付け作業を行う。 (15)図8(M)に示すように、リモコンを操作し
て、制御部58に吊り具回転手段13のワイヤ掛止金具
15を回転するように指令し、水平吊り手段21を18
0°回転させて、固定梁22に保持させた第2のパネル
部材11Bを次の施工部62に対面させて下ろし、取付
け作業を行う。これで、水平吊り手段21によって保持
された全てのパネル部材11が順次、下ろされ、施工部
62に取付けられる。
(13) As shown in FIG. 8 (J), the remote controller is operated to instruct the control section 58 to cause the rod 44 of the first air cylinder 42 to contract, and the first auxiliary beam member 27. Is rotated around the support shaft 35 and bent upward. (14) As shown in FIG. 8 (K), the crane is moved to lower the first panel member 11A held by the fixed beam 22 so as to face the next construction portion 62 (see FIG. 8 (L)). , Perform the installation work. (15) As shown in FIG. 8M, the remote controller is operated to instruct the control unit 58 to rotate the wire hooking metal fitting 15 of the hanging tool rotating means 13, and the horizontal hanging means 21 is moved to 18 degrees.
The second panel member 11B held by the fixed beam 22 is rotated by 0 ° so as to face the next working portion 62 and is lowered, and the mounting work is performed. With this, all the panel members 11 held by the horizontal suspension means 21 are sequentially lowered and attached to the construction portion 62.

【0028】図9に示すように、本発明の第2の実施の
形態に係る高層ビル用パネル部材の補助搬送装置65
は、前記第1の実施の形態に係る高層ビル用パネル部材
の補助搬送装置10の固定梁22に設けた水平吊り手段
21の水平状態を維持する水平維持手段66を設けたも
ので、その他の構成要素は実質的に第1の実施の形態に
係る高層ビル用パネル部材の補助搬送装置10と実質的
に同一である。なお、前記第1の実施の形態に係る高層
ビル用パネル部材の補助搬送装置10と同一構成要素に
付いては同一名称、同一符号を付して説明は省略する。
すなわち、水平維持手段66は、固定梁22の四隅に、
リニアアクチュエータの一例であるエアシリンダ67の
固定部68をそれぞれ取付け、エアシリンダ67の可動
部69が上方(実質的に垂直方向)に向かって移動可能
にしている。可動部69には、吊り具回転手段13から
吊り下げられたワイヤロープ19の下端を掛止している
下端掛止部23が固定されている。
As shown in FIG. 9, an auxiliary transfer device 65 for a panel member for a high-rise building according to a second embodiment of the present invention.
The horizontal suspension means 66 for maintaining the horizontal state of the horizontal suspension means 21 provided on the fixed beam 22 of the auxiliary transfer device 10 for the panel member for high-rise buildings according to the first embodiment is provided. The constituent elements are substantially the same as those of the auxiliary conveying device 10 for a panel member for a high-rise building according to the first embodiment. The same components as those of the auxiliary transporting device 10 for a high-rise building panel member according to the first embodiment are designated by the same names and the same reference numerals are omitted.
That is, the horizontal maintaining means 66 has four corners of the fixed beam 22,
Fixed parts 68 of an air cylinder 67, which is an example of a linear actuator, are attached to each other, and a movable part 69 of the air cylinder 67 is movable upward (substantially in the vertical direction). The movable portion 69 is fixed with a lower end hooking portion 23 that hooks the lower end of the wire rope 19 hung from the hanger rotating means 13.

【0029】第3の補助梁部材29から第5のパネル部
材11Eを施工部62に下ろした後、(図6(B)参
照)ロッド55を縮める動作をさせ、第3の補助梁部材
29を回動させて上方に折り曲げると、固定梁22の第
5のパネル部材11Eが取り外された左側には2枚のパ
ネル部材11が吊り下げられ、右側には3枚のパネル部
材11が吊り下げられ、しかも左側の第3の補助梁部材
29が固定梁22側に折り曲げられる。したがって、荷
重のアンバランスによって水平吊り手段21の重心が荷
重の多い右側に移動し、水平吊り手段21が僅かに右側
が下がって傾斜した状態でバランスする。固定梁22の
中央下部にバランスウエイト60を設けているが、固定
したバランスウエイト60によって水平吊り手段21を
完全に水平に維持することは難しく、傾斜角度は、両側
の下端掛止部23の間隔が1200mm程度のときに
は、例えば2〜3°程度になる。
After lowering the fifth panel member 11E from the third auxiliary beam member 29 to the working portion 62 (see FIG. 6 (B)), the rod 55 is contracted to move the third auxiliary beam member 29. When rotated and bent upward, two panel members 11 are hung on the left side of the fixed beam 22 from which the fifth panel member 11E is removed, and three panel members 11 are hung on the right side. Moreover, the third auxiliary beam member 29 on the left side is bent toward the fixed beam 22. Therefore, due to the imbalance of the load, the center of gravity of the horizontal suspension means 21 moves to the right side where the load is large, and the horizontal suspension means 21 balances in a state where the right side is slightly lowered and inclined. Although the balance weight 60 is provided in the lower center of the fixed beam 22, it is difficult to keep the horizontal suspension means 21 completely horizontal by the fixed balance weight 60, and the inclination angle is the distance between the lower end hooking portions 23 on both sides. Is about 1200 mm, the angle is, for example, about 2 to 3 °.

【0030】このとき、水平吊り手段21の左側が上に
持ち上げられるので、左側の下端掛止部23を固定した
エアシリンダ67の可動部69を伸ばして水平吊り手段
21を実質的に水平に維持する。なお、左側の可動部6
9を伸ばす長さdは、 d=tan3°×1200=0.0524×1200≒
63 となり、エアシリンダ67の可動部69の上下方向のス
トロークは63mm程度あればよい。図7(E)に示す
ように、左右がバランスしたときには、左側の下端掛止
部23を固定したエアシリンダ67の可動部69を元に
戻せばよい。図7(G)、図8(L)に示すように、僅
かなアンバランスがあるときにも、アンバランスによっ
て持ち上げられた側のエアシリンダ67の可動部69を
伸ばして水平吊り手段21を実質的に水平に維持するこ
とができる。なお、下端掛止部23をエアシリンダによ
って水平方向に移動して水平吊り手段21を実質的に水
平に維持することも可能である。
At this time, since the left side of the horizontal suspending means 21 is lifted up, the movable part 69 of the air cylinder 67 to which the left lower end hooking part 23 is fixed is extended to keep the horizontal suspending means 21 substantially horizontal. To do. The movable part 6 on the left side
The length d for extending 9 is: d = tan 3 ° × 1200 = 0.0524 × 1200≈
Therefore, the vertical stroke of the movable portion 69 of the air cylinder 67 may be about 63 mm. As shown in FIG. 7 (E), when the left and right are balanced, the movable part 69 of the air cylinder 67 to which the lower end hook 23 on the left side is fixed may be returned to the original position. As shown in FIG. 7 (G) and FIG. 8 (L), even when there is a slight imbalance, the movable portion 69 of the air cylinder 67 on the side lifted by the imbalance is extended to substantially extend the horizontal suspension means 21. Can be kept horizontally. It is also possible to move the lower end retaining portion 23 in the horizontal direction by an air cylinder to maintain the horizontal suspension means 21 substantially horizontally.

【0031】図10(A)、(B)、図11に示すよう
に、本発明の第3の実施の形態に係る高層ビル用パネル
部材の補助搬送装置70は、前記第1の実施の形態に係
る高層ビル用パネル部材の補助搬送装置10において、
固定梁22の両側に折り曲げ可能に補助梁部材24を設
けた水平吊り手段21の代わりに、固定梁71の両側に
延設可能にテレスコピック構造の補助梁部材72を設け
た水平吊り手段73を備えたものである。なお、前記第
1の実施の形態に係る高層ビル用パネル部材の補助搬送
装置10と同一構成要素に付いては同一名称、同一符号
を付して説明は省略する。
As shown in FIGS. 10 (A), 10 (B), and 11, the auxiliary conveying device 70 for a panel member for a high-rise building according to the third embodiment of the present invention is the same as the first embodiment. In the auxiliary transport device 10 for a panel member for a high-rise building according to
Instead of the horizontal suspension means 21 in which the auxiliary beam members 24 are foldable on both sides of the fixed beam 22, horizontal suspension means 73 in which the auxiliary beam members 72 of the telescopic structure are provided so as to extend on both sides of the fixed beam 71 are provided. It is a thing. The same components as those of the auxiliary transporting device 10 for a high-rise building panel member according to the first embodiment are designated by the same names and the same reference numerals are omitted.

【0032】すなわち、水平吊り手段73は、下方が開
口部を有し、下端に長手方向(図10(A)の左右方
向)に沿って、鍔部74を設けたチャンネル型の固定梁
71を有し、固定梁71の長手方向両側に、しかも内側
に摺動可能にそれぞれ固定梁71の長さの実質的に半分
より若干短い長さを有するチャンネル型の第1、第2の
補助梁部材75、76と、第1、第2の補助梁部材7
5、76の内側にそれぞれ第1、第2の補助梁部材7
5、76と実質的に同じ長さのチャンネル型の第3、第
4の補助梁部材77、78とからなる2段の伸縮が可能
な補助梁部材72を設け、しかも第1、第2の補助梁部
材75、76が鍔部74の上面を、例えば転がり摩擦部
材を介して摺動可能に載置されている。なお、第1〜第
4の補助梁部材75〜78の下端には長手方向に沿って
それぞれ鍔部75A、76A、77A、78Aが設けら
れて、第3、第4の補助梁部材77、78が第1、第2
の補助梁部材75、76の鍔部75A、76Aの上面に
摺動可能に載置されている。
That is, the horizontal suspension means 73 has a channel type fixed beam 71 having an opening at the bottom and a flange 74 provided at the lower end along the longitudinal direction (left and right direction in FIG. 10A). Channel type first and second auxiliary beam members each having a length slightly shorter than substantially half of the length of the fixed beam 71 so as to be slidable on both sides in the longitudinal direction of the fixed beam 71 and inwardly. 75, 76 and the first and second auxiliary beam members 7
The first and second auxiliary beam members 7 are provided on the insides of the reference numerals 5 and 76, respectively.
5 and 76 are provided with a two-step expandable / contractible auxiliary beam member 72 composed of channel-type third and fourth auxiliary beam members 77 and 78 having substantially the same length as those of the first and second auxiliary beam members. The auxiliary beam members 75 and 76 are slidably mounted on the upper surface of the collar portion 74, for example, via a rolling friction member. The lower ends of the first to fourth auxiliary beam members 75 to 78 are provided with flange portions 75A, 76A, 77A, and 78A along the longitudinal direction, and the third and fourth auxiliary beam members 77 and 78 are provided. Is the first and second
The auxiliary beam members 75 and 76 are slidably mounted on the upper surfaces of the flange portions 75A and 76A.

【0033】固定梁71の上側の四隅にはワイヤロープ
19の下端を掛止している下端掛止部23が設けられて
いる。固定梁71の中央上部にはシリンダ連結部79、
80を設け、リニアアクチュエータの一例である第1、
第2のエアシリンダ81、82の固定部をそれぞれピン
連結させ、第1、第2の補助梁部材75、76の先端上
部にロッド連結部83、84を設けて第1、第2のエア
シリンダ81、82の可動部であるロッド85、86を
連結している。なお、ロッド連結部83、84が固定梁
71の両端に突き当たらないように、切り欠き部71
A、71Bが設けられている。しがたって、ロッド8
5、86を第1、第2の補助梁部材75、76の摺動方
向に伸縮させることにより、第1、第2の補助梁部材7
5、76を固定梁71の内側で摺動可能にしている。第
1、第2の補助梁部材75、76の基部の内側にはシリ
ンダ連結部87、88を設け、第3、第4のエアシリン
ダ89、90をそれぞれピン連結させ、第3、第4の補
助梁部材77、78の先端内部にロッド連結部91、9
2を設けて第3、第4のエアシリンダ89、90の可動
部であるロッド93、94を連結している。したがっ
て、ロッド93、94を第3、第4の補助梁部材77、
78の摺動方向に伸縮させることにより、第3、第4の
補助梁部材77、78を第1、第2の補助梁部材75、
76の内側で摺動可能にしている。固定梁71の両端
部、及び第1〜第4の補助梁部材75、76、77、7
8の鍔部74、75A、76A、77A、78Aの先端
部にはそれぞれパネル部材11を保持するチェンブロッ
ク95を設けている。
At the upper four corners of the fixed beam 71, lower end hooking portions 23 for hooking the lower end of the wire rope 19 are provided. At the upper center of the fixed beam 71, a cylinder connecting portion 79,
80 is provided, and the first, which is an example of a linear actuator,
The fixing portions of the second air cylinders 81 and 82 are pin-connected to each other, and rod connecting portions 83 and 84 are provided above the tips of the first and second auxiliary beam members 75 and 76 to provide the first and second air cylinders. Rods 85 and 86, which are movable parts of 81 and 82, are connected. In addition, the cutout portion 71 is formed so that the rod connecting portions 83 and 84 do not abut on both ends of the fixed beam 71.
A and 71B are provided. Therefore, rod 8
The first and second auxiliary beam members 7 are expanded and contracted in the sliding direction of the first and second auxiliary beam members 75 and 76, respectively.
5 and 76 are slidable inside the fixed beam 71. Cylinder connecting portions 87 and 88 are provided inside the bases of the first and second auxiliary beam members 75 and 76, and the third and fourth air cylinders 89 and 90 are pin-connected, respectively. The rod connecting portions 91, 9 are provided inside the tips of the auxiliary beam members 77, 78.
2 is provided to connect rods 93 and 94, which are movable parts of the third and fourth air cylinders 89 and 90. Therefore, the rods 93 and 94 are connected to the third and fourth auxiliary beam members 77,
By expanding and contracting in the sliding direction of 78, the third and fourth auxiliary beam members 77, 78 are moved to the first and second auxiliary beam members 75,
Sliding inside 76 is possible. Both ends of the fixed beam 71 and the first to fourth auxiliary beam members 75, 76, 77, 7
A chain block 95 for holding the panel member 11 is provided at each of the front ends of the collar portions 74, 75A, 76A, 77A, 78A of No. 8.

【0034】ここで、第3の実施の形態に係る高層ビル
用パネル部材の補助搬送装置70を用いた高層ビルへの
パネル部材の搬送方法について簡単に説明する。 (1)図12(B)に示すように、第1、第2のエアシ
リンダ81、82、第3、第4のエアシリンダ87、8
8のそれぞれのロッド85、86、93、94を縮めた
状態で、固定梁71の両端のチェンブロック93にそれ
ぞれ第1、第2のパネル部材11A、11Bを保持させ
る。 (2)図12(A)に示すように、第1、第2のエアシ
リンダ81、82のロッド83、84を伸ばして第1、
第2の補助梁部材75、76を固定梁71から突出さ
せ、その先端部のチェンブロック95にそれぞれ第3、
第4のパネル部材11C、11Dを保持させる。なお、
このとき、第1、第2のパネル部材11A、11Bの外
側上部にスペーサー61を当てて、第1、第2のパネル
部材11A、11Bと第3、第4のパネル部材11C、
11Dとが接触しないようにする。
Here, a method of transporting a panel member to a high-rise building using the auxiliary transport device 70 for a high-rise building panel member according to the third embodiment will be briefly described. (1) As shown in FIG. 12 (B), first and second air cylinders 81 and 82, and third and fourth air cylinders 87 and 8
In a state where the rods 85, 86, 93, 94 of 8 are contracted, the chain blocks 93 at both ends of the fixed beam 71 hold the first and second panel members 11A, 11B, respectively. (2) As shown in FIG. 12 (A), the rods 83, 84 of the first and second air cylinders 81, 82 are extended to make the first,
The second auxiliary beam members 75 and 76 are projected from the fixed beam 71, and the chain block 95 at the tip end thereof is provided with a third and
The fourth panel members 11C and 11D are held. In addition,
At this time, the spacer 61 is applied to the outer upper portions of the first and second panel members 11A and 11B, and the first and second panel members 11A and 11B and the third and fourth panel members 11C,
Avoid contact with 11D.

【0035】(3)図10(B)に示すように、第3、
第4のエアシリンダ89、90のロッド93、94を伸
ばして第3、第4の補助梁部材77、78を第1、第2
の補助梁部材75、76から突出させ、その先端部のチ
ェンブロック95にそれぞれ第5、第6のパネル部材1
1E、11Fを保持させる。なお、このとき、第3、第
4のパネル部材11C、11Dの外側上部にスペーサー
61を当てて、第3、第4のパネル部材11C、11D
と第5、第6のパネル部材11E、11Fとが接触しな
いようにする。 (4)クレーンによって水平吊り手段73を吊り上げて
高層ビルの施工部62の近傍に搬送し、第3の補助梁部
材77に保持させた第5のパネル部材11Eを施工部6
2に対面させて、第3の補助梁部材77から第5のパネ
ル部材11Eを施工部62に下ろし、チェンブロック9
5によって第5のパネル部材11Eの上下位置を微調整
して取付け作業を行う(図6(A)参考)。 (5)リモコンを操作して、制御部58に指令し、第3
のエアシリンダ89のロッド93を縮める動作をさせ、
第3の補助梁部材77を第1の補助梁部材75の内側に
摺動して収納させる(図12(A)参照)。
(3) As shown in FIG.
The rods 93 and 94 of the fourth air cylinders 89 and 90 are extended to form the third and fourth auxiliary beam members 77 and 78, respectively.
Of the auxiliary beam members 75 and 76, and the chain block 95 at the tip thereof has the fifth and sixth panel members 1 respectively.
Hold 1E and 11F. At this time, the spacer 61 is applied to the outer upper portions of the third and fourth panel members 11C and 11D to make the third and fourth panel members 11C and 11D.
And the fifth and sixth panel members 11E and 11F are prevented from coming into contact with each other. (4) The horizontal suspending means 73 is lifted by a crane to be transported to the vicinity of the construction portion 62 of the high-rise building, and the fifth panel member 11E held by the third auxiliary beam member 77 is mounted on the construction portion 6
2 facing each other, lower the fifth panel member 11E from the third auxiliary beam member 77 to the construction portion 62, and
5, the vertical position of the fifth panel member 11E is finely adjusted to perform the mounting work (see FIG. 6A). (5) The remote controller is operated to instruct the control unit 58 to display the third
The operation of contracting the rod 93 of the air cylinder 89 of
The third auxiliary beam member 77 is slidably housed inside the first auxiliary beam member 75 (see FIG. 12A).

【0036】(6)リモコンを操作して、制御部58に
吊り具回転手段13のワイヤ掛止金具15を180°回
転するように指令し、水平吊り手段73が180°回転
し、第4の補助梁部材78に保持させた第6のパネル部
材11Fを施工部62に対面させる。この状態でクレー
ンを移動させ、第4の補助梁部材78から第6のパネル
部材11Fを次の施工部62に下ろし、取付け作業を行
う。 (7)このようにして、第1、第2の補助梁部材75、
76に付いても同様に、第1、第2のエアシリンダ8
1、82を動作させて固定梁71の内側に摺動して収納
し、水平吊り手段73に加わる荷重の変動を少なくする
ように、吊り具回転手段13によって水平吊り手段73
を180°交互に回転し、それぞれ第3、4のパネル部
材11C、11Dを次の施工部62に下ろし、更に固定
梁71に保持させた(図12(B)参照)第1、第2の
パネル部材11A、11Bを順次、次の施工部62に下
ろす。これで、水平吊り手段73によって保持された全
てのパネル部材11が順次、下ろされ、施工部62に取
付けられる。
(6) The remote controller is operated to instruct the control unit 58 to rotate the wire hooking metal fitting 15 of the hanging tool rotating means 13 by 180 °, and the horizontal hanging means 73 is rotated by 180 °. The sixth panel member 11F held by the auxiliary beam member 78 is made to face the construction portion 62. In this state, the crane is moved to lower the sixth auxiliary beam member 78 to the sixth panel member 11F to the next construction portion 62, and the mounting work is performed. (7) In this way, the first and second auxiliary beam members 75,
Similarly, the first and second air cylinders 8 attached to the 76
The horizontal suspending means 73 are operated by the suspender rotating means 13 so that the horizontal suspending means 73 are slidably housed inside the fixed beam 71 by operating 1 and 82 to reduce the fluctuation of the load applied to the horizontal suspending means 73.
Alternately by 180 ° to lower the third and fourth panel members 11C and 11D to the next working portion 62, and further hold them on the fixed beam 71 (see FIG. 12B). The panel members 11A and 11B are sequentially lowered to the next construction portion 62. With this, all the panel members 11 held by the horizontal suspension means 73 are sequentially lowered and attached to the construction portion 62.

【0037】以上、本発明を第1〜第3の実施の形態に
ついて説明してきたが、本発明は、何ら前記実施の形態
に記載の構成に限定されるものではなく、特許請求の範
囲に記載されている事項の範囲内で考えられるその他の
実施の形態や変形例も含むものである。例えば、コンプ
レッサーの代わりに油圧ポンプユニットを設け、リニア
アクチュエータとしてエアシリンダの代わりに油圧シリ
ンダを使用してもよい。また、リニアアクチュエータと
して、ボールねじを利用した電動リニアアクチュエータ
又はリニアモータを用いてもよい。この場合はコンプレ
ッサーや油圧ユニットは不要となる。また、前記実施の
形態では、補助梁部材を2段の折り曲げ又は伸縮が可能
にした例について説明したが、3段又はそれ以上の折り
曲げ又は伸縮が可能にすることもできる。また、前記実
施の形態では、チェンブロックを用いてパネル部材を保
持する例について説明したが、軽量な断熱材などのパネ
ル部材を保持する場合にはワイヤロープで縛って保持す
ることも可能である。なお、安全のため、強風時に本パ
ネル部材の搬送及び設置作業を行わないことは言うまで
もないことである。
The present invention has been described above with reference to the first to third embodiments. However, the present invention is not limited to the configurations described in the above embodiments, and is described in the scope of claims. Other embodiments and modifications that are conceivable within the scope of the matters described are included. For example, a hydraulic pump unit may be provided instead of the compressor, and a hydraulic cylinder may be used as the linear actuator instead of the air cylinder. Further, as the linear actuator, an electric linear actuator using a ball screw or a linear motor may be used. In this case, no compressor or hydraulic unit is needed. Further, in the above-described embodiment, the example in which the auxiliary beam member is capable of being bent or expanded / contracted in two steps has been described, but it is also possible to be able to be bent or expanded / contracted in three steps or more. Further, in the above-described embodiment, an example in which the panel member is held by using the chain block has been described, but when holding the panel member such as a lightweight heat insulating material, it is possible to tie and hold the panel member with a wire rope. . Needless to say, for safety, the panel member is not transported and installed in a strong wind.

【0038】[0038]

【発明の効果】請求項1〜4記載の高層ビルへのパネル
部材の搬送方法においては、クレーンによって昇降可能
に吊り下げられた複数のパネル部材を水平方向に一列に
配列して保持し、配列した一方端のパネル部材を高層ビ
ルの施工部に対面させて設置させた後、水平吊り手段を
水平方向に180°回転して、配列した他方端のパネル
部材を高層ビルの次の施工部に対面させて設置するの
で、例えば6枚程度の多数のパネル部材を一度に保持す
ることができ、高層ビルに多数のパネル部材を取付ける
施工作業でクレーンの昇降動作を少なくすることができ
る。また、クレーンによって吊り上げた水平吊り手段の
一方端のパネル部材を高層ビルの施工部に対面させて設
置させた後、水平吊り手段を水平方向に180°回転し
て、水平吊り手段に一列に配列した両端のパネル部材か
ら順次中央に配列されたパネル部材を取り外すことにな
り、水平吊り手段は左右の吊り下げる荷重の変化による
アンバランスによる傾きが少なくなり、クレーンによっ
て吊り上げた水平吊り手段の揺れや傾きを少なくするこ
とができる。
In the method of transporting panel members to a high-rise building according to any one of claims 1 to 4, a plurality of panel members suspended by a crane so as to be lifted and lowered are horizontally arranged in a line and held. After installing the panel member at the one end facing the construction part of the high-rise building, rotate the horizontal suspending means 180 ° in the horizontal direction, and arrange the panel member at the other end on the next construction part of the high-rise building. Since they are installed facing each other, a large number of, for example, about 6 panel members can be held at one time, and the lifting operation of the crane can be reduced in the construction work for mounting a large number of panel members on a high-rise building. In addition, after the panel member at one end of the horizontal suspension means lifted by a crane is installed facing the construction part of the high-rise building, the horizontal suspension means is rotated 180 ° in the horizontal direction and arranged in a line in the horizontal suspension means. The panel members arranged in the center are sequentially removed from the panel members at both ends, and the horizontal suspension means is less tilted due to unbalance due to changes in the left and right suspension loads. The inclination can be reduced.

【0039】特に、請求項2記載の高層ビルへのパネル
部材の搬送方法においては、水平吊り手段の中央に設け
た固定梁の両側に水平方向に延設され、しかも水平方向
から上方向に折り曲げ可能な補助梁部材を設け、固定梁
及び水平配置された両側の補助梁部材にそれぞれパネル
部材を保持させ、パネル部材の1を高層ビルの施工部に
配置した後、パネル部材が保持されていた補助梁部材を
折り曲げているので、次に配列されているパネル部材を
高層ビルの施工部の直近まで近づけることができ、パネ
ル部材の設置作業が容易に、かつ安全に行うことができ
る。
In particular, in the method of transporting a panel member to a high-rise building according to claim 2, it is extended horizontally on both sides of a fixed beam provided at the center of the horizontal suspension means and is bent upward from the horizontal direction. A possible auxiliary beam member was provided, and the panel member was held by the fixed beam and the auxiliary beam members on both sides that were horizontally arranged, and the panel member was held after placing 1 of the panel members in the construction part of the high-rise building. Since the auxiliary beam member is bent, the panel member arranged next can be brought close to the construction portion of the high-rise building, and the panel member can be installed easily and safely.

【0040】請求項3記載の高層ビルへのパネル部材の
搬送方法においては、水平吊り手段の中央に設けた固定
梁の両側に水平方向に伸縮可能な補助梁部材を設け、固
定梁及び延設された両側の補助梁部材にそれぞれパネル
部材を保持させ、パネル部材の1を高層ビルの施工部に
配置した後、パネル部材を保持していた補助梁部材を縮
めているので、例えばテレスコピック構造に構成して伸
縮可能にした補助梁部材を設けることによって、次に配
列されているパネル部材を高層ビルの施工部の直近まで
近づけることができると共に、補助梁部材をコンパクト
な構造にすることができる。
According to the third aspect of the present invention, there is provided a method of transporting a panel member to a high-rise building, wherein horizontal beam expandable auxiliary beam members are provided on both sides of a fixed beam provided at the center of the horizontal suspension means, and the fixed beam and the extended beam are provided. Since the panel members are respectively held by the auxiliary beam members on both sides, and 1 of the panel members is arranged in the construction portion of the high-rise building, the auxiliary beam members holding the panel members are contracted. By providing the expandable and extendable auxiliary beam member, the next arranged panel member can be brought close to the construction portion of the high-rise building, and the auxiliary beam member can have a compact structure. .

【0041】請求項4記載の高層ビルへのパネル部材の
搬送方法においては、固定梁には水平維持手段を設け
て、水平吊り手段の水平状態を維持するようにしている
ので、水平吊り手段の荷重のアンバランスが生じて水平
吊り手段が傾いたとき、その傾き角度に応じてワイヤロ
ープの固定部の位置を調整し、常に水平吊り手段を水平
に維持でき、水平吊り手段に吊り下げたパネル部材の位
置が安定し、パネル部材の設置作業を容易、かつ安全に
行うことができる。
In the method of transporting the panel member to the high-rise building according to claim 4, the fixed beam is provided with the horizontal maintaining means to maintain the horizontal state of the horizontal suspending means. When the load is unbalanced and the horizontal suspension means is tilted, the position of the fixed part of the wire rope is adjusted according to the angle of inclination so that the horizontal suspension means can always be kept horizontal and the panel suspended by the horizontal suspension means can be adjusted. The position of the member is stable, and the installation work of the panel member can be performed easily and safely.

【0042】請求項5〜7記載の高層ビル用パネル部材
の補助搬送装置は、クレーンのフックに吊り下げられる
フック掛止金具を上部に有し、下部にはワイヤ掛止金具
を有し、内部に駆動源を有して、ワイヤ掛止金具が回転
可能となった吊り具回転手段と、ワイヤ掛止金具にワイ
ヤロープを介して吊り下げられ、中央の固定梁、その固
定梁の両側に更に延設可能に設けられた補助梁部材、並
びに、固定梁及びこれに延設された補助梁部材に隙間を
開けて設けられたパネル部材の保持手段を有する水平吊
り手段と、固定梁に設けられて、吊り具回転手段、及び
補助梁部材の駆動手段の動力源となる発電機とを有する
ので、地上の動力源に頼ることなく、固定梁に設けられ
た発電機からの動力によって、吊り具回転手段のワイヤ
掛止金具を180°回転させて、水平吊り手段に一列に
配列した両端のパネル部材から順次中央に配列されたパ
ネル部材を取り外すことができる。また、固定梁の両側
に更に延設可能に設けられた補助梁部材も、固定梁に設
けられた発電機から供給される動力によって折り曲げ又
は縮めることにより、補助梁部材が邪魔になることな
く、順次、配列されているパネル部材を高層ビルの施工
部の直近まで近づけることができ、パネル部材の設置作
業を容易、かつ安全に行うことができる。
The auxiliary conveying device for a panel member for a high-rise building according to any one of claims 5 to 7 has a hook retaining metal fitting for hanging on a hook of a crane in an upper portion, and a wire retaining metal fitting in a lower portion, And a hanging device rotating means in which the wire retaining metal fitting is rotatable, and a wire hanging rope that is hung from the wire retaining metal fitting via a wire rope. An auxiliary beam member provided so as to be extendable, a horizontal beam having a fixed beam and a panel member holding means provided with a gap in the auxiliary beam member extended to the fixed beam, and a fixed beam. And a dynamo serving as a power source for the hanger rotating means and the driving means for the auxiliary beam member, so that the hanger can be driven by the power from the dynamo provided on the fixed beam without relying on the power source on the ground. 180 wire stopper for rotating means Rotate, can be removed sequentially panel members arranged in the center from both ends of the panel members arranged in line in the horizontal hanging means. Further, the auxiliary beam members that can be further extended on both sides of the fixed beam are also bent or contracted by the power supplied from the generator provided on the fixed beam, so that the auxiliary beam member does not get in the way. The arrayed panel members can be brought close to the construction portion of the high-rise building one by one, and the panel member installation work can be performed easily and safely.

【0043】特に、請求項6記載の高層ビル用パネル部
材の補助搬送装置においては、固定梁には、吊り具回転
手段の回転動作、及び補助梁部材の延設動作を制御する
制御部を備え、制御部は遠隔操作により操作可能にして
いるので、吊り具回転手段の回転動作、及び補助梁部材
の延設動作をさせる所定の電波により地上、あるいは高
層ビルの施工部近傍でリモコンを操作することにより、
パネル部材の吊り上げ状態や吊り具回転手段の回転動作
を見ながら安全にパネル部材の施工作業を行うことがで
きる。
Particularly, in the auxiliary conveying device for a panel member for a high-rise building according to claim 6, the fixed beam is provided with a control section for controlling the rotating operation of the lifting tool rotating means and the extending operation of the auxiliary beam member. Since the control part can be operated by remote control, the remote control is operated on the ground or near the construction part of the high-rise building by a predetermined radio wave that causes the hanging device rotating means to rotate and the auxiliary beam member to extend. By
It is possible to safely perform the panel member construction work while observing the hoisting state of the panel member and the rotating operation of the hanger rotating means.

【0044】請求項7記載の高層ビル用パネル部材の補
助搬送装置においては、水平吊り手段の固定梁にはバラ
ンスウエイトが取付けられているので、水平吊り手段の
両端から順次、パネル部材を取り外すときに生じるアン
バランスによる傾きを小さくすることができ、水平吊り
手段の傾き角度を小さくしてパネル部材の設置作業を容
易、かつ安全に行うことができる。
In the auxiliary conveying device for a panel member for a high-rise building according to claim 7, since the balance weight is attached to the fixed beam of the horizontal suspending means, when the panel members are sequentially removed from both ends of the horizontal suspending means. It is possible to reduce the tilt due to the imbalance that occurs in the above, and to reduce the tilt angle of the horizontal suspension means, so that the panel member can be installed easily and safely.

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

【図1】(A)、(B)はそれぞれ本発明の第1の実施
の形態に係る高層ビル用パネル部材の補助搬送装置の正
面図、側面図である。
1A and 1B are respectively a front view and a side view of an auxiliary transporting device for a panel member for a high-rise building according to a first embodiment of the present invention.

【図2】同高層ビル用パネル部材の補助搬送装置の要部
側面図である。
FIG. 2 is a side view of a main part of an auxiliary transport device for a panel member for the same high-rise building.

【図3】同高層ビル用パネル部材の補助搬送装置の水平
吊り手段の要部正面図である。
FIG. 3 is a front view of a main part of a horizontal suspending unit of the auxiliary transport device for the panel member for the high-rise building.

【図4】同高層ビル用パネル部材の補助搬送装置の水平
吊り手段の要部平面図である。
FIG. 4 is a plan view of a main part of a horizontal suspending device of the auxiliary transport device for the panel member for the high-rise building.

【図5】(A)、(B)はそれぞれ同高層ビル用パネル
部材の補助搬送装置の補助梁部材を折り曲げた状態の正
面図、側面図である。
5A and 5B are respectively a front view and a side view of a state in which an auxiliary beam member of an auxiliary conveying device for a panel member for a high-rise building is bent.

【図6】(A)、(B)、(C)、(D)は同高層ビル
用パネル部材の補助搬送装置の動作説明図である。
6 (A), (B), (C), and (D) are operation explanatory views of the auxiliary transport device for the panel member for the same high-rise building.

【図7】(E)、(F)、(G)、(H)は、同高層ビ
ル用パネル部材の補助搬送装置の動作を示す説明図であ
る。
7 (E), (F), (G), and (H) are explanatory views showing the operation of the auxiliary conveyance device for the panel member for the same high-rise building.

【図8】(I)、(J)、(K)、(L)、(M)は、
同高層ビル用パネル部材の補助搬送装置の動作を示す説
明図である。
8 (I), (J), (K), (L), and (M) are
It is explanatory drawing which shows operation | movement of the auxiliary conveying apparatus of the panel member for high-rise buildings.

【図9】本発明の第2の実施の形態に係る高層ビル用パ
ネル部材の補助搬送装置の正面図である。
FIG. 9 is a front view of an auxiliary conveyance device for a panel member for a high-rise building according to a second embodiment of the present invention.

【図10】(A)、(B)はそれぞれ本発明の第3の実
施の形態に係る高層ビル用パネル部材の補助搬送装置の
水平吊り手段の平面図、正断面図である。
10 (A) and 10 (B) are a plan view and a front sectional view, respectively, of a horizontal suspending unit of an auxiliary transporting device for a panel member for a high-rise building according to a third embodiment of the present invention.

【図11】同高層ビル用パネル部材の補助搬送装置の部
分側面図である。
FIG. 11 is a partial side view of an auxiliary transport device for the panel member for the same high-rise building.

【図12】(A)、(B)はそれぞれ同高層ビル用パネ
ル部材の補助搬送装置の動作説明図である。
12 (A) and 12 (B) are operation explanatory views of the auxiliary transporting device for the panel member for the same high-rise building.

【図13】(A)、(B)はそれぞれ同高層ビル用パネ
ル部材の補助搬送装置のフック周辺の一部切り欠き正面
図、側面図である。
13 (A) and 13 (B) are respectively a front view and a side view, partly cut away, around a hook of an auxiliary conveyance device for a panel member for a high-rise building.

【符号の説明】[Explanation of symbols]

10:高層ビル用パネル部材の補助搬送装置、11:パ
ネル部材、11A:第1のパネル部材、11B:第2の
パネル部材、11C:第3のパネル部材、11D:第4
のパネル部材、11E:第5のパネル部材、11F:第
6のパネル部材、12:フック、12A:滑車枠、12
B:支持ブロック、12C:スラストベアリング、12
D:切欠部、12E:ストッパ、12D:切欠部、12
F:Uバンド、12G:取付け孔、13:吊り具回転手
段、14:フック掛止金具、15:ワイヤ掛止金具、1
6:ストッパ、17:減速機付きモータ、17A:出力
軸、18:突起部、19:ワイヤロープ、20:上端掛
止部、21:水平吊り手段、22:固定梁、22A:長
梁、22B:短梁、22C:補強梁、23:下端掛止
部、24:補助梁部材、25:チェンブロック、26:
架台、27:第1の補助梁部材、27A:長梁、27
B:短梁、28:第2の補助梁部材、28A:長梁、2
8B:短梁、29:第3の補助梁部材、29A:長梁、
29B:短梁、30:第4の補助梁部材、30A:長
梁、30B:短梁、31、32:支持孔、33、34:
軸受、35、36:支持軸、37:ストッパ、38、3
9:ロッド連結部、40、41:シリンダ連結部、4
2:第1のシリンダ、43:第2のシリンダ、44、4
5:ロッド、46、47:支持孔、48:ストッパ、4
9、50:ロッド連結部、51、52:シリンダ連結
部、53:第3のシリンダ、54:第4のシリンダ、5
5、56:ロッド、57:発電機、57A:ケーブル、
58:制御部、59:コンプレッサ、60:バランスウ
エイト、61:スペーサー、62:施工部、65:高層
ビル用パネル部材の補助搬送装置、66:水平維持手
段、67:エアシリンダ、68:固定部、69:可動
部、70:高層ビル用パネル部材の補助搬送装置、7
1:固定梁、71A、71B:切り欠き部、72:補助
梁部材、73:水平吊り手段、74:鍔部、75:第1
の補助梁部材、75A:鍔部、76:第2の補助梁部
材、76A:鍔部、77:第3の補助梁部材、77A:
鍔部、78:第4の補助梁部材、78A:鍔部、79、
80:シリンダ連結部、81:第1のシリンダ、82:
第2のシリンダ、83、84:ロッド連結部、85、8
6:ロッド、87、88:シリンダ連結部、89:第3
のシリンダ、90:第4のシリンダ、91、92:ロッ
ド連結部、93、94:ロッド、95:チェンブロック
10: Auxiliary transfer device for high-rise building panel member, 11: Panel member, 11A: First panel member, 11B: Second panel member, 11C: Third panel member, 11D: Fourth
Panel member, 11E: fifth panel member, 11F: sixth panel member, 12: hook, 12A: pulley frame, 12
B: support block, 12C: thrust bearing, 12
D: Notch, 12E: Stopper, 12D: Notch, 12
F: U band, 12G: mounting hole, 13: hanging tool rotating means, 14: hook retaining metal fitting, 15: wire retaining metal fitting, 1
6: Stopper, 17: Motor with reduction gear, 17A: Output shaft, 18: Projection part, 19: Wire rope, 20: Upper end hooking part, 21: Horizontal suspension means, 22: Fixed beam, 22A: Long beam, 22B : Short beam, 22C: Reinforcing beam, 23: Lower end hooking part, 24: Auxiliary beam member, 25: Chain block, 26:
Frame, 27: first auxiliary beam member, 27A: long beam, 27
B: short beam, 28: second auxiliary beam member, 28A: long beam, 2
8B: short beam, 29: third auxiliary beam member, 29A: long beam,
29B: short beam, 30: fourth auxiliary beam member, 30A: long beam, 30B: short beam, 31, 32: support holes, 33, 34:
Bearing, 35, 36: support shaft, 37: stopper, 38, 3
9: Rod connecting part, 40, 41: Cylinder connecting part, 4
2: first cylinder, 43: second cylinder, 44, 4
5: Rod, 46, 47: Support hole, 48: Stopper, 4
9, 50: Rod connecting portion, 51, 52: Cylinder connecting portion, 53: Third cylinder, 54: Fourth cylinder, 5
5, 56: Rod, 57: Generator, 57A: Cable,
58: control part, 59: compressor, 60: balance weight, 61: spacer, 62: construction part, 65: auxiliary conveying device for panel member for high-rise building, 66: horizontal maintaining means, 67: air cylinder, 68: fixed part , 69: movable part, 70: auxiliary transport device for panel members for high-rise buildings, 7
1: Fixed beam, 71A, 71B: Notch part, 72: Auxiliary beam member, 73: Horizontal suspension means, 74: Collar part, 75: First
Auxiliary beam member, 75A: flange part, 76: second auxiliary beam member, 76A: flange part, 77: third auxiliary beam member, 77A:
Collar portion, 78: Fourth auxiliary beam member, 78A: Collar portion, 79,
80: Cylinder connecting portion, 81: First cylinder, 82:
Second cylinder, 83, 84: Rod connecting portion, 85, 8
6: rod, 87, 88: cylinder connecting portion, 89: third
Cylinder, 90: fourth cylinder, 91, 92: rod connecting portion, 93, 94: rod, 95: chain block

───────────────────────────────────────────────────── フロントページの続き (72)発明者 茶円 喜信 福岡県遠賀郡水巻町緑ケ丘2−9−2 (72)発明者 野村 祥一 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 松石 佳久 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 佐々木 正治 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 田村 達一 東京都港区港南2丁目15番2号 株式会社 大林組東京本社内 Fターム(参考) 2E174 BA01 CA03 CA09 CA12 CA38 CA43 3F004 EA27 KA01 KA04    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Chaen Yoshinobu             2-9-2 Midorigaoka, Mizumaki Town, Onga District, Fukuoka Prefecture (72) Inventor Shoichi Nomura             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Yoshihisa Matsuishi             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Masaharu Sasaki             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Tatsuichi Tamura             2-15-2 Konan, Minato-ku, Tokyo Co., Ltd.             Obayashi Tokyo Main Office F-term (reference) 2E174 BA01 CA03 CA09 CA12 CA38                       CA43                 3F004 EA27 KA01 KA04

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 クレーンによって昇降可能に吊り下げら
れた水平吊り手段に複数のパネル部材を保持させ、前記
クレーンによって前記水平吊り手段と共に前記パネル部
材を高層ビルの施工部の近傍に吊り上げ、前記水平吊り
手段から前記パネル部材を取り外して前記高層ビルに施
工する高層ビルへのパネル部材の搬送方法であって、前
記水平吊り手段に前記複数のパネル部材を水平方向に一
列に配列して保持し、配列した一方端の前記パネル部材
を前記高層ビルの施工部に対面させて設置させた後、前
記水平吊り手段を水平方向に180°回転して、配列し
た他方端の前記パネル部材を前記高層ビルの次の施工部
に対面させて設置することを特徴とする高層ビルへのパ
ネル部材の搬送方法。
1. A plurality of panel members are held by a horizontal suspending means suspended by a crane so as to be lifted and lowered, and the panel members are suspended by the crane together with the horizontal suspending means in the vicinity of a construction portion of a high-rise building, and the horizontal A method of transporting a panel member to a high-rise building, wherein the panel member is removed from the hanging means to be installed in the high-rise building, wherein the horizontal hanging means holds the plurality of panel members arranged in a line in a horizontal direction, After the panel members at the arranged one end are installed so as to face the construction portion of the high-rise building, the horizontal suspension means is rotated 180 ° in the horizontal direction, and the panel members at the other end arranged are arranged in the high-rise building. A method for transporting panel members to a high-rise building, which is installed facing the next construction section.
【請求項2】 請求項1記載の高層ビルへのパネル部材
の搬送方法において、前記水平吊り手段の中央に設けた
固定梁の両側に水平方向に延設され、しかも水平方向か
ら上方向に折り曲げ可能な補助梁部材を設け、前記固定
梁及び水平配置された前記両側の補助梁部材にそれぞれ
前記パネル部材を保持させ、前記パネル部材の1を前記
高層ビルの施工部に配置した後、該パネル部材が保持さ
れていた前記補助梁部材を折り曲げることを特徴とする
高層ビルへのパネル部材の搬送方法。
2. The method of transporting a panel member to a high-rise building according to claim 1, wherein the fixed beam provided in the center of the horizontal suspension means extends horizontally on both sides and is bent upward from the horizontal direction. A possible auxiliary beam member is provided, the fixed beam and the horizontally arranged auxiliary beam members on both sides are respectively held by the panel members, and one of the panel members is arranged in the construction portion of the high-rise building, and then the panel is installed. A method of transporting a panel member to a high-rise building, characterized in that the auxiliary beam member holding the member is bent.
【請求項3】 請求項1記載の高層ビルへのパネル部材
の搬送方法において、前記水平吊り手段の中央に設けた
固定梁の両側に水平方向に伸縮可能な補助梁部材を設
け、前記固定梁及び延設された前記両側の補助梁部材に
それぞれ前記パネル部材を保持させ、前記パネル部材の
1を前記高層ビルの施工部に配置した後、該パネル部材
を保持していた前記補助梁部材を縮めることを特徴とす
る高層ビルへのパネル部材の搬送方法。
3. The method of transporting a panel member to a high-rise building according to claim 1, wherein auxiliary beam members that can expand and contract in the horizontal direction are provided on both sides of a fixed beam provided at the center of the horizontal suspension means. And the extended auxiliary beam members on both sides are respectively held by the panel members, and one of the panel members is arranged in the construction part of the high-rise building, and then the auxiliary beam members holding the panel members are held. A method for transporting panel members to a high-rise building, characterized by shrinking.
【請求項4】 請求項2又は3記載の高層ビルへのパネ
ル部材の搬送方法において、前記固定梁には水平維持手
段が設けられて、前記水平吊り手段の水平状態を維持す
ることを特徴とする高層ビルへのパネル部材の搬送方
法。
4. The method of transporting a panel member to a high-rise building according to claim 2 or 3, wherein the fixed beam is provided with a horizontal maintaining means to maintain the horizontal suspension means in a horizontal state. A method of transporting panel members to a high-rise building.
【請求項5】 クレーンによって昇降可能に吊り下げら
れたフックに取付けられ、パネル部材を地上から高層ビ
ルの施工部に搬送する高層ビル用パネル部材の補助搬送
装置であって、前記フックに吊り下げられるフック掛止
金具を上部に有し、下部にはワイヤ掛止金具を有し、内
部に駆動源を有して、前記ワイヤ掛止金具が回転可能と
なった吊り具回転手段と、前記ワイヤ掛止金具にワイヤ
ロープを介して吊り下げられ、中央の固定梁、その前記
固定梁の両側に更に延設可能に設けられた補助梁部材、
並びに、前記固定梁及びこれに延設された前記補助梁部
材に隙間を開けて設けられた前記パネル部材の保持手段
を有する水平吊り手段と、前記固定梁に設けられて、前
記吊り具回転手段、及び前記補助梁部材の駆動手段の動
力源となる発電機とを有することを特徴とする高層ビル
用パネル部材の補助搬送装置。
5. An auxiliary transfer device for a panel member for a high-rise building, which is attached to a hook that can be lifted and lowered by a crane and transfers the panel member from the ground to a construction part of a high-rise building, which is hung on the hook. And a wire hanging metal fitting, which has a wire hooking metal fitting on an upper part and a wire hooking metal fitting on a lower part, and has a drive source inside, and a wire rotating means for allowing the wire hooking metal fitting to rotate. A central fixed beam, which is hung from a hanging metal fitting through a wire rope, and an auxiliary beam member which is provided so as to be further extendable on both sides of the fixed beam.
A horizontal suspending means having a holding means for the panel member provided with a gap between the fixed beam and the auxiliary beam member extending from the fixed beam; and the hanging tool rotating means provided on the fixed beam. And a generator serving as a power source for the driving means of the auxiliary beam member, the auxiliary transport device for a panel member for a high-rise building.
【請求項6】 請求項5記載の高層ビル用パネル部材の
補助搬送装置において、前記固定梁には、前記吊り具回
転手段の回転動作、及び前記補助梁部材の延設動作を制
御する制御部を備え、前記制御部は遠隔操作により操作
可能にしていることを特徴とする高層ビル用パネル部材
の補助搬送装置。
6. The auxiliary transporting device for a panel member for a high-rise building according to claim 5, wherein the fixed beam controls a rotating operation of the suspender rotating means and an extending operation of the auxiliary beam member. An auxiliary transporting device for a panel member for a high-rise building, characterized in that the control unit is operable by remote control.
【請求項7】 請求項5又は6記載の高層ビル用パネル
部材の補助搬送装置において、前記水平吊り手段の固定
梁にはバランスウエイトが取付けられていることを特徴
とする高層ビル用パネル部材の補助搬送装置。
7. The auxiliary transporting device for a panel member for a high-rise building according to claim 5 or 6, wherein a balance weight is attached to a fixed beam of the horizontal suspension means. Auxiliary transport device.
JP2001259736A 2001-08-29 2001-08-29 Panel member conveying method to high-rise building and auxiliary conveying device used for it Pending JP2003064877A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2001259736A JP2003064877A (en) 2001-08-29 2001-08-29 Panel member conveying method to high-rise building and auxiliary conveying device used for it
KR10-2002-0044955A KR100452914B1 (en) 2001-08-29 2002-07-30 Method for conveying panel members to high-rise building and auxiliary conveying apparatus to be used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001259736A JP2003064877A (en) 2001-08-29 2001-08-29 Panel member conveying method to high-rise building and auxiliary conveying device used for it

Publications (1)

Publication Number Publication Date
JP2003064877A true JP2003064877A (en) 2003-03-05

Family

ID=19087059

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (2)

Country Link
JP (1) JP2003064877A (en)
KR (1) KR100452914B1 (en)

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CN113882712A (en) * 2021-10-26 2022-01-04 中国建筑第二工程局有限公司 Temporary support reinforcing method for large-scale suspension type steel structure construction

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Publication number Priority date Publication date Assignee Title
JP2021008722A (en) * 2019-06-28 2021-01-28 大和ハウス工業株式会社 Column suspending jig and wire fixture
JP7249892B2 (en) 2019-06-28 2023-03-31 大和ハウス工業株式会社 Pole suspension jig and wire fixture
CN113882712A (en) * 2021-10-26 2022-01-04 中国建筑第二工程局有限公司 Temporary support reinforcing method for large-scale suspension type steel structure construction

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