JP5823461B2 - Scaffold support structure and suspension scaffold installation method - Google Patents

Scaffold support structure and suspension scaffold installation method Download PDF

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JP5823461B2
JP5823461B2 JP2013191749A JP2013191749A JP5823461B2 JP 5823461 B2 JP5823461 B2 JP 5823461B2 JP 2013191749 A JP2013191749 A JP 2013191749A JP 2013191749 A JP2013191749 A JP 2013191749A JP 5823461 B2 JP5823461 B2 JP 5823461B2
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scaffold
support
hollow structure
silo
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JP2015059303A (en
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宣之 中林
宣之 中林
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PLANT BASE CO.,LTD.
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本発明は、サイロ、コンテナ等の中空構造物の内部の補修、清掃又はメンテナンス作業等に用いる足場の支持構造及び吊り足場の設置方法に関する。   The present invention relates to a support structure for a scaffold used for repairing, cleaning, or maintenance work inside a hollow structure such as a silo or a container, and a method for installing a suspended scaffold.

中空構造物の内部の補修、清掃等の作業に、吊り足場を用いることが知られている。中空構造物の吊り足場は、中空構造物の内部に足場を吊り下げて設置される。足場は中空構造物の内壁面まで延在するように設置され、昇降可能である。このことにより、足場に乗った作業者は、中空構造物の内壁面全体に亘り、補修、清掃等の各種作業を行うことができる。   It is known to use a suspension scaffold for work such as repair and cleaning inside a hollow structure. The suspension scaffold for the hollow structure is installed by suspending the scaffold inside the hollow structure. The scaffold is installed so as to extend to the inner wall surface of the hollow structure and can be raised and lowered. Thereby, the worker who got on the scaffold can perform various operations such as repair and cleaning over the entire inner wall surface of the hollow structure.

サイロ、コンテナ等の中空構造物には、大規模な装置を搬入可能な出入り口が無いのが通常である。このため、あらかじめ分解した足場を、中空構造物の天井部に設けられた狭い開口を経て搬入し、中空構造物の内部で足場を組み立てることが行われていた。特許文献1の保守作業装置(足場)は、折畳み式とし、この保守作業装置をコンテナ天井部の開口を通して搬入し、コンテナ内部で展開して足場を形成するようにしている。   In general, hollow structures such as silos and containers do not have a doorway through which a large-scale device can be carried. For this reason, the scaffold disassembled in advance has been carried in through a narrow opening provided in the ceiling portion of the hollow structure, and the scaffold has been assembled inside the hollow structure. The maintenance work device (scaffold) of Patent Document 1 is a foldable type, and the maintenance work device is carried through the opening of the container ceiling and deployed inside the container to form a scaffold.

特開平8−270208号公報JP-A-8-270208

しかしながら、前記特許文献1の保守作業装置は、コンテナ天井部の中央部に、開口があることを前提としたものであった。このため、中央部に開口のない中空構造物には使用することができなかった。あえて使用する場合は、中央部に開口を新たに追加する必要があり、このような開口の追加は、追加作業が必要になる上、中空構造物の強度低下等、基本仕様が損なわれるので、適当ではなかった。   However, the maintenance work device of Patent Document 1 is based on the premise that there is an opening at the center of the container ceiling. For this reason, it could not be used for a hollow structure having no opening at the center. When using it deliberately, it is necessary to add a new opening in the center.Addition of such an opening requires additional work and damages the basic specifications such as reducing the strength of the hollow structure. It was not appropriate.

本発明は、前記のような従来の問題を解決するものであり、天井部の中心から離れた位置に開口が形成された中空構造物においても吊り足場の設置が可能な足場の支持構造及び足場の設置方法を提供することを目的とする。   The present invention solves the conventional problems as described above, and a scaffold support structure and a scaffold capable of installing a suspended scaffold even in a hollow structure in which an opening is formed at a position away from the center of the ceiling. The purpose is to provide an installation method.

前記目的を達成するために、本発明の足場の支持構造は、中空構造物の内部に配置される足場の支持構造であって、前記中空構造物は、天井部に、天井部の中心から離れた位置に開口が形成されており、前記支持構造は、前記中空構造物に設置したときに、前記中空構造物の外側において、前記中空構造物の直径方向に延在する外支持体と、前記中空構造物の内側において、前記中空構造物の直径方向に延在する内支持体と、前記開口を介して、前記外支持体と前記内支持体とを連結する連結体とを備え、前記内支持体に、前記足場を吊るすための係止手段が取り付けられることを特徴とする。この構成によれば、開口が中空構造物の天井部の中心から離れた位置にあっても、開口をそのまま利用して、足場を安定して吊るすことができる。   In order to achieve the above object, the scaffold support structure of the present invention is a scaffold support structure disposed inside a hollow structure, and the hollow structure is separated from the center of the ceiling part on the ceiling part. An opening is formed at a position where the support structure has an outer support extending in a diameter direction of the hollow structure outside the hollow structure when installed in the hollow structure; An inner support body extending in a diameter direction of the hollow structure inside the hollow structure; and a connecting body that connects the outer support body and the inner support body through the opening; Locking means for suspending the scaffold is attached to the support. According to this configuration, even if the opening is located at a position away from the center of the ceiling portion of the hollow structure, the scaffold can be stably suspended using the opening as it is.

前記本発明の足場の支持構造においては、前記外支持体と前記天井部との間に介在させる台座を備えていることが好ましい。この構成によれば、外支持体と連結体とを連結する際の位置合わせが容易になる。   The scaffold support structure of the present invention preferably includes a pedestal interposed between the outer support and the ceiling. According to this configuration, alignment when the outer support body and the coupling body are coupled is facilitated.

また、前記係止手段は、前記中空構造物の直径方向に位置調整が可能であることが好ましい。この構成によれば、足場の位置調整が容易になる。   Moreover, it is preferable that the position of the locking means can be adjusted in the diameter direction of the hollow structure. According to this configuration, the position of the scaffold can be easily adjusted.

本発明の吊り足場の設置方法は、中空構造物へ吊り足場を設置する吊り足場の設置方法であって、前記中空構造物は、天井部に、天井部の中心から離れた位置に開口が形成されており、足場を吊す支持構造は、前記中空構造物に設置したときに、前記中空構造物の外側において、前記中空構造物の直径方向に延在する外支持体と、前記中空構造物の内側において、前記中空構造物の直径方向に延在する内支持体と、前記開口を介して、前記外支持体と前記内支持体とを連結する連結体とを備えるように構成し、前記内支持体を、前記開口を通過させて中空構造物の内部にあらかじめ搬入しておき、前記内支持体と、前記中空構造物の外側に配置した外支持体とを、連結体を介して連結して、前記支持構造を組み立て、前記支持構造に、前記足場を吊るすための係止手段を取り付けて吊り足場を設置することを特徴とする。この構成によれば、開口が中空構造物の天井部の中心から離れた位置にあっても、開口をそのまま利用して、足場を安定して吊るすことができる。   The suspended scaffold installation method of the present invention is a suspended scaffold installation method for installing a suspended scaffold on a hollow structure, wherein the hollow structure is formed with an opening at a position away from the center of the ceiling section. The support structure for suspending the scaffold is, when installed in the hollow structure, an outer support extending in the diameter direction of the hollow structure outside the hollow structure, and the hollow structure An inner support that extends in a diameter direction of the hollow structure; and a connecting body that connects the outer support and the inner support through the opening; A support is passed in the hollow structure beforehand through the opening, and the inner support and the outer support disposed outside the hollow structure are connected via a connecting body. Assembling the support structure, the foot is attached to the support structure. Characterized by installing a scaffolding hanging by attaching a locking means for hanging the. According to this configuration, even if the opening is located at a position away from the center of the ceiling portion of the hollow structure, the scaffold can be stably suspended using the opening as it is.

前記本発明の吊り足場の設置方法においては、前記連結体と前記外支持体とを連結する前に、前記中空構造物の内部又は外部において、前記内支持体と前記連結体とを連結した組立体を形成しておくことが好ましい。この構成によれば、内支持体及び連結体を吊るした状態で、両者の連結作業をすることが不要になり、支持構造の組み立てが容易になる。   In the installation method of the suspended scaffold according to the present invention, the inner support body and the connection body are connected to each other inside or outside the hollow structure before the connection body and the outer support body are connected. It is preferable to form a solid. According to this configuration, it is not necessary to perform the connecting operation between the inner support body and the connection body in a suspended state, and the assembly of the support structure is facilitated.

前記本発明の吊り足場の設置方法においては、前記外支持体と前記天井部との間に台座を介在させて、前記外支持体と前記連結体とを連結する際に前記外支持体を位置調整をすることが好ましい。この構成によれば、外支持体と連結体とを連結する際の位置合わせが容易になる。   In the suspension scaffold installation method of the present invention, a base is interposed between the outer support and the ceiling, and the outer support is positioned when connecting the outer support and the connection body. It is preferable to make adjustments. According to this configuration, alignment when the outer support body and the coupling body are coupled is facilitated.

また、前記中空構造物の直径方向に前記係止手段の位置調整をして、足場を吊るす位置を調整をすることが好ましい。この構成によれば、足場の位置調整が容易になる。   Moreover, it is preferable to adjust the position of the said locking means in the diameter direction of the said hollow structure, and to adjust the position which suspends a scaffold. According to this configuration, the position of the scaffold can be easily adjusted.

本発明によれば、開口が中空構造物の天井部の中心から離れた位置にあっても、開口をそのまま利用して、足場を安定して吊るすことができる。   According to the present invention, even when the opening is located at a position away from the center of the ceiling portion of the hollow structure, the scaffold can be stably suspended using the opening as it is.

サイロに、本発明の一実施形態に係る足場の支持構造を用いて吊り足場を設置した状態を示す概略構成図。The schematic block diagram which shows the state which installed the suspension scaffold using the support structure of the scaffold which concerns on one Embodiment of this invention in silo. 本発明の一実施形態に係る足場の平面図。The top view of the scaffold which concerns on one Embodiment of this invention. 本発明の一実施形態に係る駆動機構の内部構造の要部を示した図。The figure which showed the principal part of the internal structure of the drive mechanism which concerns on one Embodiment of this invention. 本発明の一実施形態に係る支持構造の側面図。The side view of the support structure which concerns on one Embodiment of this invention. 本発明の一実施形態において、分解した支持構造の搬入工程を示す図。The figure which shows the carrying-in process of the disassembled support structure in one Embodiment of this invention. 本発明の一実施形態において、内支持体と連結体との連結構造の一例を示す斜視図。The perspective view which shows an example of the connection structure of an inner support body and a connection body in one Embodiment of this invention. 図4に示した内支持体31のAA線における断面図。Sectional drawing in the AA line of the inner support body 31 shown in FIG.

以下、本発明の一実施形態について、図面を参照しながら説明する。最初に図1を参照しながら、本発明の一実施形態に係る足場の支持構造を用いた吊り足場の概略構成を説明する。図1はサイロ10に、本発明の一実施形態に係る足場の支持構造2を用いて吊り足場1を設置した状態を示す概略構成図である。図2は、足場3の平面図である。図1に示したように、吊り足場1は、支持構造2、足場3及び昇降機構4を主要構成としている。昇降機構4は、ラックレール5及び駆動部6で構成されており、詳細は後に説明する。本実施形態では中空構造物はサイロ10の例で説明するが、これに限るものではなく、例えばタンクやコンテナであってもよい。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. First, a schematic configuration of a suspended scaffold using a scaffold support structure according to an embodiment of the present invention will be described with reference to FIG. FIG. 1 is a schematic configuration diagram showing a state in which a suspended scaffold 1 is installed in a silo 10 using a scaffold support structure 2 according to an embodiment of the present invention. FIG. 2 is a plan view of the scaffold 3. As shown in FIG. 1, the suspension scaffold 1 includes a support structure 2, a scaffold 3, and a lifting mechanism 4 as main components. The elevating mechanism 4 includes a rack rail 5 and a drive unit 6, and details will be described later. In the present embodiment, the hollow structure is described using the example of the silo 10, but is not limited thereto, and may be a tank or a container, for example.

サイロ10内には、足場3及び昇降機構4が配置されている。足場3は作業者が乗って作業をする部分であり、外周部に手摺り7が設けられている。図2に示したように、足場3はパイプ20を組み立てて枠体が形成されている。パイプ20間には複数のプレート21が架け渡され、パイプ20間に作業台が形成される。図2は、枠体の一部にプレート21が架け渡されている状態を図示しているが、枠体の全体に亘りプレートが架け渡される。足場3は駆動部6と一体であり、図2に示した取付枠24の内部に、駆動部6が固定される。前記の足場3の構造は一例であり、作業者が乗って作業できるものであれは、他の構造であってもよい。   In the silo 10, a scaffold 3 and an elevating mechanism 4 are arranged. The scaffold 3 is a part on which an operator rides and works, and a handrail 7 is provided on the outer periphery. As shown in FIG. 2, the scaffold 3 has a frame formed by assembling the pipes 20. A plurality of plates 21 are bridged between the pipes 20, and a work table is formed between the pipes 20. FIG. 2 illustrates a state where the plate 21 is spanned over a part of the frame, but the plate is spanned over the entire frame. The scaffold 3 is integral with the drive unit 6, and the drive unit 6 is fixed inside the mounting frame 24 shown in FIG. 2. The structure of the scaffold 3 is an example, and other structures may be used as long as the worker can ride and work.

図3は、昇降機構4を構成する駆動部6の内部構造の要部を示している。駆動部6のモータ25の回転によりスプロケット26が回転し、スプロケット26とスプロケット28との間に架け渡されたチェーン27が駆動され、スプロケット28が回転する。この回転と一体にピニオンギア29が回転する。ピニオンギア29は、ラックレール5と一体のラックギア45と噛み合っている。したがって、ピニオンギア29の回転により、駆動部6は、ラックレール5に沿って移動する。すなわち、モータ25の正逆回転に応じて、駆動部6は昇降し、同時に駆動部6と一体の足場3が昇降する。この際、足場3の外周に設けたローラ9(図1)が、サイロ10の内壁面上を摺動する。足場3の昇降により、足場3上の作業者は、サイロ10の内壁面全体に亘り、補修、清掃又はメンテナンス作業等の各種作業を行うことができる。前記の昇降機構4の構造は一例であり、足場を昇降させることができるものであれば、他の構造であってもよい。   FIG. 3 shows the main part of the internal structure of the drive unit 6 constituting the elevating mechanism 4. The sprocket 26 is rotated by the rotation of the motor 25 of the drive unit 6, the chain 27 spanned between the sprocket 26 and the sprocket 28 is driven, and the sprocket 28 is rotated. The pinion gear 29 rotates together with this rotation. The pinion gear 29 meshes with a rack gear 45 that is integral with the rack rail 5. Accordingly, the drive unit 6 moves along the rack rail 5 by the rotation of the pinion gear 29. That is, according to the forward / reverse rotation of the motor 25, the drive unit 6 moves up and down, and the scaffold 3 integrated with the drive unit 6 moves up and down at the same time. At this time, a roller 9 (FIG. 1) provided on the outer periphery of the scaffold 3 slides on the inner wall surface of the silo 10. By raising and lowering the scaffold 3, an operator on the scaffold 3 can perform various operations such as repair, cleaning, or maintenance work over the entire inner wall surface of the silo 10. The structure of the lifting mechanism 4 is an example, and other structures may be used as long as the scaffold can be lifted and lowered.

図1において、サイロ10の天井部11を介して、サイロ10の内部及びサイロ10の外部に支持構造2が配置されている。支持ワイヤ46の一端が係止手段であるトロリ40を介して支持構造2に取り付けられ、支持ワイヤ46の他端がラックレール5に取り付けられている。前記のとおり、駆動部6のピニオンギア29とラックレール5のラックギア45とが噛み合っており、駆動部6とラックレール5とは一体になっている。このことにより、足場3はラックレール5及び駆動部6を介して、支持構造2により吊り下げられている。本実施形態では、支持構造2は直接的に足場3を吊るしていないが、本実施形態において、足場3を吊るすというときは、足場3を他の構造物を介して吊るすことも含むこととする。   In FIG. 1, the support structure 2 is disposed inside the silo 10 and outside the silo 10 via the ceiling portion 11 of the silo 10. One end of the support wire 46 is attached to the support structure 2 via a trolley 40 that is a locking means, and the other end of the support wire 46 is attached to the rack rail 5. As described above, the pinion gear 29 of the drive unit 6 and the rack gear 45 of the rack rail 5 are engaged with each other, and the drive unit 6 and the rack rail 5 are integrated. Accordingly, the scaffold 3 is suspended by the support structure 2 via the rack rail 5 and the drive unit 6. In the present embodiment, the support structure 2 does not suspend the scaffold 3 directly. However, in the present embodiment, when the scaffold 3 is suspended, the scaffold 3 may be suspended through another structure. .

ここで、サイロ10等の中空構造物には、大規模な装置を搬入可能な出入り口が無いのが通常である。このため、吊り足場を設置する際には、吊り足場を分解しておき、各構成部品を中空構造物の天井部に設けられた開口から搬入することが行われている。この方法では、吊り足場の大半は、中空構造物内で組み立てられる。   Here, it is normal that the hollow structure such as the silo 10 does not have an entrance through which a large-scale device can be carried. For this reason, when installing a suspended scaffold, the suspended scaffold is disassembled and each component is carried in from an opening provided in the ceiling of the hollow structure. In this way, the majority of the suspended scaffold is assembled in a hollow structure.

このことは、本実施形態においても同様であり、足場3及び昇降機構4は、あらかじめ分解しておき、図1に示したサイロ10の天井部11の開口12から、各構成部品をサイロ10内に搬入する。各構成部品はサイロ10内で組み立てる。例えば足場3は、多数のパイプ20及びプレート21(図2参照)に分解した状態で、開口12を経て搬入される。ラックレール5は、多数の小片8(図1参照)を接続して形成されているので、小片8単位に分解した状態で開口12を経て搬入される。   This also applies to this embodiment. The scaffold 3 and the lifting mechanism 4 are disassembled in advance, and each component is placed in the silo 10 from the opening 12 of the ceiling portion 11 of the silo 10 shown in FIG. Carry in. Each component is assembled in silo 10. For example, the scaffold 3 is carried in through the opening 12 in a state where it is disassembled into a large number of pipes 20 and plates 21 (see FIG. 2). Since the rack rail 5 is formed by connecting a large number of small pieces 8 (see FIG. 1), the rack rail 5 is carried through the opening 12 in a state of being disassembled into small pieces 8 units.

支持構造2のうちサイロ10の内部に配置する内支持体31及び連結体32は、同様に開口12からサイロ10内に搬入する。そして、サイロ10内でこれらを組み立て、外支持体30と連結する。したがって、吊り足場1の大半は、サイロ10内で組み立てられる。サイロ10内の組立作業は、例えば、サイロ10の下部に設けた作業台上で行い、組立品は上方に吊り上げるようにすればよい。   In the support structure 2, the inner support body 31 and the connection body 32 arranged inside the silo 10 are similarly carried into the silo 10 from the opening 12. These are assembled in the silo 10 and connected to the outer support 30. Therefore, most of the suspended scaffolding 1 is assembled in the silo 10. The assembling work in the silo 10 may be performed, for example, on a work table provided at the lower part of the silo 10 and the assembly may be lifted upward.

開口12は、サイロ10に元々形成されている既存の開口である。本実施形態の支持構造2を用いた場合は、開口12が天井部11の中心から離れた位置にあっても吊り足場1の設置が可能になる。以下、支持構造2について具体的に説明する。   The opening 12 is an existing opening originally formed in the silo 10. When the support structure 2 of this embodiment is used, the suspension scaffold 1 can be installed even if the opening 12 is located away from the center of the ceiling portion 11. Hereinafter, the support structure 2 will be specifically described.

図4は、本実施形態の支持構造2の側面図であり、図1の支持構造2の拡大図に相当する。支持構造2は、外支持体30、内支持体31及び連結体32で主要部が構成されている。外支持体30はサイロ10の外側において、サイロ10の直径方向(矢印d方向)に延在する。内支持体31はサイロ10の内側において、サイロ10の直径方向(矢印d方向)に延在する。連結体32は、開口12を介して、外支持体30と内支持体31とを連結している。外支持体30とサイロ10の天井部11との間には、台座33を介在させている。   FIG. 4 is a side view of the support structure 2 of the present embodiment, and corresponds to an enlarged view of the support structure 2 of FIG. The support structure 2 is mainly composed of an outer support 30, an inner support 31 and a connecting body 32. The outer support 30 extends outside the silo 10 in the diameter direction of the silo 10 (arrow d direction). The inner support 31 extends in the diameter direction of the silo 10 (arrow d direction) inside the silo 10. The connecting body 32 connects the outer support body 30 and the inner support body 31 through the opening 12. A pedestal 33 is interposed between the outer support 30 and the ceiling portion 11 of the silo 10.

支持構造2は、外支持体30、内支持体31及び連結体32の3部品に分解可能である。図4に示したように、外支持体30はサイロ10の外部に配置され、内支持体31はサイロ10の内部に配置され、連結体32はサイロ10の内部と外部に両方に配置される。図4のように支持構造2を組み立てるには、内支持体31及び連結体32を分解した単品状態で、あらかじめサイロ10内に搬入しておく。   The support structure 2 can be disassembled into three parts: an outer support body 30, an inner support body 31 and a connecting body 32. As shown in FIG. 4, the outer support 30 is disposed outside the silo 10, the inner support 31 is disposed inside the silo 10, and the coupling body 32 is disposed both inside and outside the silo 10. . In order to assemble the support structure 2 as shown in FIG. 4, the inner support 31 and the coupling body 32 are disassembled and are carried into the silo 10 in advance.

図5は分解した支持構造2の搬入工程を示す図であり、図5(a)は内支持体31の搬入工程を示し、図5(b)は連結体32の搬入工程を示している。図5(c)は、内支持体31と連結体32とを組み立てた状態を示している。本実施形態では、サイロ10内への搬入部品をサイロ10の下部に設けた作業台上に置き、作業台上で組立て作業を行う例で説明する。   FIGS. 5A and 5B are diagrams illustrating a carrying-in process of the disassembled support structure 2, FIG. 5A shows a carrying-in process of the inner support 31, and FIG. 5B shows a carrying-in process of the coupling body 32. FIG. 5C shows a state where the inner support body 31 and the coupling body 32 are assembled. In the present embodiment, an example will be described in which a part to be carried into the silo 10 is placed on a work table provided in the lower part of the silo 10 and assembly work is performed on the work table.

図5(a)に示したように、開口12に内支持体31を通過させて、内支持体31をサイロ10内に搬入する。搬入した内支持体31は、サイロ10下部の作業台上に置く。続いて、開口12に連結体32を通過させて、連結体32をサイロ10内に搬入し、サイロ10下部の作業台上に置く。内支持体31と連結体32の搬入順序は逆になってもよい。サイロ10内の作業台上で、内支持体31と連結体32とを組み立てて、図5(c)に示したようにL字状の組立体を形成する。   As shown in FIG. 5A, the inner support 31 is passed through the opening 12 and the inner support 31 is carried into the silo 10. The loaded inner support 31 is placed on a work table below the silo 10. Subsequently, the connecting body 32 is passed through the opening 12, and the connecting body 32 is carried into the silo 10 and placed on the work table below the silo 10. The carrying-in order of the inner support 31 and the coupling body 32 may be reversed. On the work table in the silo 10, the inner support body 31 and the coupling body 32 are assembled to form an L-shaped assembly as shown in FIG.

図6に内支持体31と連結体32との連結構造の一例を示している。図6は図4のa部の拡大図に相当する。内支持体31は、支持板35と添え板36とで挟まれ、かつと添え板37と添え板38とで挟まれている。連結体32は支持板35と添え板39とで挟まれている。この状態で、ボルト51を添え板36及び内支持体31の孔(図示せず)及び支持板35の孔を挿通させて、ボルト51にナット52を締め付ける。同様に他の孔部分においても、他の各孔に挿通させたボルト51にナット52を締め付ける。さらに、図4のb部においても、同様に各孔に挿通させたボルト51にナット52を締め付ける。このようにして、内支持体31と連結体32とを連結し、図5(c)に示したL字状の組立体を形成する。   FIG. 6 shows an example of a connection structure between the inner support body 31 and the connection body 32. FIG. 6 corresponds to an enlarged view of part a in FIG. The inner support 31 is sandwiched between the support plate 35 and the attachment plate 36, and is sandwiched between the attachment plate 37 and the attachment plate 38. The coupling body 32 is sandwiched between the support plate 35 and the attachment plate 39. In this state, the bolt 51 is inserted through the attachment plate 36 and the hole (not shown) of the inner support 31 and the hole of the support plate 35, and the nut 52 is fastened to the bolt 51. Similarly, in other hole portions, nuts 52 are fastened to bolts 51 inserted into the other holes. Further, also in the portion b of FIG. 4, the nut 52 is fastened to the bolt 51 that is similarly inserted through each hole. In this way, the inner support body 31 and the connection body 32 are connected to form an L-shaped assembly shown in FIG.

このL字状の組立体を開口12に向けて持ち上げて、連結体32を外支持体30に連結する。連結部分は、図4のc部及びd部であり、連結構造は、前記のa部と同様である。前記a〜d部における連結構造は一例であり、組み立て及び分解が可能であれば、他の連結構造であってもよい。   The L-shaped assembly is lifted toward the opening 12 to connect the connecting body 32 to the outer support 30. The connecting portions are the c portion and the d portion in FIG. 4, and the connecting structure is the same as the a portion. The connection structure in the a to d portions is an example, and other connection structures may be used as long as assembly and disassembly are possible.

また、L字状の組立体は、サイロ10の内部で組み立てる例で説明したが、サイロ10の外部であらかじめ組み立てておいてもよい。開口12が大きければ、L字状の組立体を、開口12を経てサイロ10の内部に搬入可能である。L字状の組立体をサイロ10の内部及び外部のいずれで組み立てる場合であっても、支持構造2の組み立てが容易になる。すなわち、あらかじめ内支持体31と連結体32とを連結してL字状の組立体を形成しておくことにより、内支持体31及び連結体32を吊るした状態で両者の連結作業をすることが不要になる。   Moreover, although the L-shaped assembly has been described as an example of assembling inside the silo 10, it may be assembled in advance outside the silo 10. If the opening 12 is large, the L-shaped assembly can be carried into the silo 10 through the opening 12. Whether the L-shaped assembly is assembled inside or outside the silo 10, the support structure 2 can be easily assembled. That is, by connecting the inner support body 31 and the connecting body 32 in advance to form an L-shaped assembly, the connecting work between the inner support body 31 and the connecting body 32 is performed in a state where the inner support body 31 and the connecting body 32 are suspended. Is no longer necessary.

図4において、連結体32を外支持体30に連結する時点では、台座33と外支持体30とは接合されていない。このため、連結体32と外支持体30とを連結する際の位置合わせは、台座33上の外支持体30を適宜ずらすことにより可能になる。また、支持構造2を組み立てた後においては、支持構造2全体の位置調整も可能になる。前記のとおり、支持構造2の設置工程中、台座33は外支持体30には接合されていないが、以後吊り足場1の使用中においても、この状態を維持してもよい。   In FIG. 4, the base 33 and the outer support 30 are not joined at the time when the connecting body 32 is connected to the outer support 30. For this reason, alignment when connecting the connecting body 32 and the outer support body 30 can be performed by appropriately shifting the outer support body 30 on the pedestal 33. In addition, after the support structure 2 is assembled, the position of the entire support structure 2 can be adjusted. As described above, the pedestal 33 is not joined to the outer support 30 during the installation process of the support structure 2, but this state may be maintained even during use of the suspended scaffold 1 thereafter.

また、設置工程中に、外支持体30が台座33が接合されていてもよい。この場合であっても、台座33と天井部11とが接合されていなければ、連結体32と外支持体30とを連結する際の位置合わせは可能になる。さらに、台座33を用いず、外支持体30を直接天井部11に載置する構成としてもよい。   Further, the pedestal 33 may be joined to the outer support 30 during the installation process. Even in this case, as long as the pedestal 33 and the ceiling portion 11 are not joined, it is possible to align the connection body 32 and the outer support body 30. Furthermore, it is good also as a structure which mounts the outer support body 30 in the ceiling part 11 directly, without using the base 33. FIG.

図7に図4に示した内支持体31のAA線における断面図を示している。内支持体31に、係止手段であるトロリ40が装着されている。トロリ40の一対のローラ41が、断面H形の内支持体31の底部33に載置されている。このことにより、トロリ40はローラ41が回転しながら、内支持体31の長手方向(図4参照)に移動可能である。この構成によれば、支持構造2に吊り下げた足場3の水平方向(サイロ10の直径方向)の位置調整が容易になる。   FIG. 7 shows a cross-sectional view taken along line AA of the inner support 31 shown in FIG. A trolley 40 that is a locking means is attached to the inner support 31. A pair of rollers 41 of the trolley 40 is placed on the bottom 33 of the inner support 31 having an H-shaped cross section. As a result, the trolley 40 can move in the longitudinal direction of the inner support 31 (see FIG. 4) while the roller 41 rotates. According to this configuration, the position adjustment in the horizontal direction (diameter direction of the silo 10) of the scaffold 3 suspended from the support structure 2 is facilitated.

図7において、トロリ40の吊下げ部42には、ワイヤ46が取り付けられている。図1及び図4に示したように、ワイヤ46にはラックレール5が吊り下げられ、図1に示したように、ラックレール5と一体に駆動部6及び足場3が吊り下げられる。すなわち、支持構造2は足場3を吊り下げる基礎となる部分である。この構成では、図4に示したように、内支持体31に下向きに荷重Fが作用するとともに、内支持体31を回転させようとするモーメントMが作用する。一方、外支持体30はサイロ10の直径方向に延在しており、台座33により支持されている。この場合、外支持体30には、反力R1〜R4が作用するので、荷重F及びモーメントMとの釣り合いが保たれ、支持構造2は安定した静止状態が保たれる。   In FIG. 7, a wire 46 is attached to the hanging part 42 of the trolley 40. As shown in FIGS. 1 and 4, the rack rail 5 is suspended from the wire 46, and the drive unit 6 and the scaffold 3 are suspended integrally with the rack rail 5 as illustrated in FIG. 1. That is, the support structure 2 is a portion that becomes a foundation for suspending the scaffold 3. In this configuration, as shown in FIG. 4, a load F acts on the inner support 31 downward, and a moment M that tries to rotate the inner support 31 acts. On the other hand, the outer support 30 extends in the diameter direction of the silo 10 and is supported by a pedestal 33. In this case, reaction forces R1 to R4 act on the outer support 30, so that the balance with the load F and the moment M is maintained, and the support structure 2 is maintained in a stable stationary state.

支持構造2における外支持体30と内支持体31との長さの比は、適宜決定すればよい。この場合、吊り下げ部分の荷重が大きくなっても、モーメントによる回転を防止できるようにすればよい。このためには、図4を参照すれば、サイロ10の直径方向dにおいて、内支持体31の端部31aよりも、外支持体30の端部30aが外側にあることが好ましい。この構成によれば、サイロ10の直径方向dにおいて、内支持体31における荷重印加点P1よりも外側に、外支持体30の支点P2を配置できるので、回転防止に有利になる。なお、内支持体31の端部31aは、吊り下げ部分の荷重印加点P1側の端部であり、外支持体30の端部30aは、内支持体31の端部31a側の端部である。   The length ratio between the outer support 30 and the inner support 31 in the support structure 2 may be determined as appropriate. In this case, it is only necessary to prevent the rotation due to the moment even when the load of the suspended portion increases. For this purpose, referring to FIG. 4, it is preferable that the end 30 a of the outer support 30 is located outside the end 31 a of the inner support 31 in the diameter direction d of the silo 10. According to this configuration, the fulcrum P2 of the outer support 30 can be arranged outside the load application point P1 of the inner support 31 in the diameter direction d of the silo 10, which is advantageous for preventing rotation. The end 31a of the inner support 31 is the end of the suspended portion on the load application point P1 side, and the end 30a of the outer support 30 is the end of the inner support 31 on the end 31a side. is there.

以上のように本実施形態に係る支持構造2によれば、開口12がサイロ10の天井部11の中心から離れた位置にあっても、開口12をそのまま利用して、足場3を安定して吊るすことができる。   As described above, according to the support structure 2 according to the present embodiment, even if the opening 12 is located at a position away from the center of the ceiling portion 11 of the silo 10, the opening 3 is used as it is, and the scaffold 3 is stably provided. Can be hung.

前記の支持構造2を構成部品の形状は、前記実施形態の形状に限るものではない。すなわち、外支持体30及び内支持体31は、中空構造物の直径方向に延在するように形成されていればよい。連結体32についても、外支持体30と内支持体31とを連結できるように形成されていればよい。   The shape of the component parts of the support structure 2 is not limited to the shape of the embodiment. That is, the outer support body 30 and the inner support body 31 should just be formed so that it may extend in the diameter direction of a hollow structure. The connection body 32 may be formed so that the outer support body 30 and the inner support body 31 can be connected.

また、前記実施形態では、内支持体31への係止手段をトロリ40とし、足場2の水平方向の位置調整をするようにしているが、足場2を吊るす位置を調整できればよく、係止手段は他の構成であってもよい。例えば、トロリ40を省き、支持ワイヤ46を係止手段とし、内支持体31側において、支持ワイヤ46の係止位置を調整できるようにしてもよい。   Moreover, in the said embodiment, although the latching means to the inner support body 31 is made into the trolley 40, it is trying to adjust the position of the scaffold 2 in the horizontal direction, but it is sufficient if the position where the scaffold 2 is suspended can be adjusted. May have other configurations. For example, the trolley 40 may be omitted, and the support wire 46 may be used as a locking means so that the locking position of the support wire 46 can be adjusted on the inner support 31 side.

1 吊り足場
2 支持構造
3 足場
4 昇降機構
10 サイロ
11 天井部
12 開口
30 外支持体
31 内支持体
32 連結体
33 台座
DESCRIPTION OF SYMBOLS 1 Suspended scaffold 2 Support structure 3 Scaffold 4 Lifting mechanism 10 Silo 11 Ceiling part 12 Opening 30 Outer support body 31 Inner support body 32 Connection body 33 Base

Claims (7)

中空構造物の内部に配置される足場の支持構造であって、
前記中空構造物は、天井部に、天井部の中心から離れた位置に開口が形成されており、
前記支持構造は、前記中空構造物に設置したときに、
前記中空構造物の外側において、前記中空構造物の直径方向に延在する外支持体と、
前記中空構造物の内側において、前記中空構造物の直径方向に延在する内支持体と、
前記開口を介して、前記外支持体と前記内支持体とを連結する連結体とを備え、
前記内支持体に、前記足場を吊るすための係止手段が取り付けられることを特徴とする足場の支持構造。
A support structure for a scaffold disposed inside a hollow structure,
The hollow structure has an opening formed in the ceiling portion at a position away from the center of the ceiling portion,
When the support structure is installed in the hollow structure,
Outside the hollow structure, an outer support that extends in the diameter direction of the hollow structure;
Inside the hollow structure, an inner support that extends in the diameter direction of the hollow structure;
A connecting body for connecting the outer support and the inner support through the opening;
The scaffold support structure, wherein a locking means for suspending the scaffold is attached to the inner support.
前記外支持体と前記天井部との間に介在させる台座を備えている請求項1に記載の足場の支持構造。   The scaffold support structure according to claim 1, further comprising a pedestal interposed between the outer support and the ceiling. 前記係止手段は、前記中空構造物の直径方向に位置調整が可能である請求項1又は2に記載の足場の支持構造。   The scaffold support structure according to claim 1, wherein the locking means can be adjusted in position in a diameter direction of the hollow structure. 中空構造物へ吊り足場を設置する吊り足場の設置方法であって、
前記中空構造物は、天井部に、天井部の中心から離れた位置に開口が形成されており、
足場を吊す支持構造は、前記中空構造物に設置したときに、
前記中空構造物の外側において、前記中空構造物の直径方向に延在する外支持体と、
前記中空構造物の内側において、前記中空構造物の直径方向に延在する内支持体と、
前記開口を介して、前記外支持体と前記内支持体とを連結する連結体とを備えるように構成し、
前記内支持体を、前記開口を通過させて中空構造物の内部にあらかじめ搬入しておき、
前記内支持体と、前記中空構造物の外側に配置した外支持体とを、連結体を介して連結して、前記支持構造を組み立て、
前記支持構造に、前記足場を吊るすための係止手段を取り付けて吊り足場を設置することを特徴とする吊り足場の設置方法。
A suspension scaffold installation method for installing a suspension scaffold on a hollow structure,
The hollow structure has an opening formed in the ceiling portion at a position away from the center of the ceiling portion,
When the support structure for suspending the scaffold is installed in the hollow structure,
Outside the hollow structure, an outer support that extends in the diameter direction of the hollow structure;
Inside the hollow structure, an inner support that extends in the diameter direction of the hollow structure;
A connecting body for connecting the outer support and the inner support through the opening;
The inner support is previously carried into the hollow structure through the opening,
The inner support and the outer support disposed outside the hollow structure are connected via a connecting body, and the support structure is assembled.
The suspension scaffold is installed by attaching a locking means for suspending the scaffold to the support structure to install the suspension scaffold.
前記連結体と前記外支持体とを連結する前に、前記中空構造物の内部又は外部において、前記内支持体と前記連結体とを連結した組立体を形成しておく請求項4に記載の吊り足場の設置方法。   5. The assembly according to claim 4, wherein an assembly in which the inner support body and the connection body are connected is formed inside or outside the hollow structure before the connection body and the outer support body are connected. 6. How to install a suspended scaffold. 前記外支持体と前記天井部との間に台座を介在させて、前記外支持体と前記連結体とを連結する際に前記外支持体を位置調整をする請求項4又は5に記載の吊り足場の設置方法。   The suspension according to claim 4 or 5, wherein a position of the outer support is adjusted when the outer support and the connection body are connected by interposing a pedestal between the outer support and the ceiling portion. How to install the scaffold. 前記中空構造物の直径方向に前記係止手段の位置調整をして、足場を吊るす位置を調整する請求項4から6のいずれかに記載の吊り足場の設置方法。

The installation method of the suspension scaffold in any one of Claim 4 to 6 which adjusts the position which suspends a scaffold by adjusting the position of the said latching means in the diameter direction of the said hollow structure.

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6357287B1 (en) * 2018-04-02 2018-07-11 株式会社プラントベース Method for discharging powder particles that are stuck inside the hollow structure

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JP6596391B2 (en) * 2016-07-20 2019-10-23 株式会社安部日鋼工業 Concrete roof repair equipment
CN107119895B (en) * 2017-06-28 2023-01-17 福州华虹智能科技股份有限公司 Scaffold for underground coal mine construction

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6357287B1 (en) * 2018-04-02 2018-07-11 株式会社プラントベース Method for discharging powder particles that are stuck inside the hollow structure
WO2019193803A1 (en) * 2018-04-02 2019-10-10 株式会社プラントベース Method for discharging granular material which has become fixed inside hollow structure
US11524838B2 (en) 2018-04-02 2022-12-13 PLANT BASE Co., Ltd. Method for discharging granular powder brought into fixed state inside hollow structure

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