JPH0442434Y2 - - Google Patents

Info

Publication number
JPH0442434Y2
JPH0442434Y2 JP17601986U JP17601986U JPH0442434Y2 JP H0442434 Y2 JPH0442434 Y2 JP H0442434Y2 JP 17601986 U JP17601986 U JP 17601986U JP 17601986 U JP17601986 U JP 17601986U JP H0442434 Y2 JPH0442434 Y2 JP H0442434Y2
Authority
JP
Japan
Prior art keywords
scaffold
scaffold board
storage box
scaffolding
guide beams
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.)
Expired
Application number
JP17601986U
Other languages
Japanese (ja)
Other versions
JPS6381144U (en
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 filed Critical
Priority to JP17601986U priority Critical patent/JPH0442434Y2/ja
Publication of JPS6381144U publication Critical patent/JPS6381144U/ja
Application granted granted Critical
Publication of JPH0442434Y2 publication Critical patent/JPH0442434Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、高速道路の高架橋、一般橋梁等の裏
側を補修点検、検査、再塗装、その他各種作業を
するために敷設される足場板敷設装置に関するも
のである。
[Detailed description of the invention] (Industrial application field) This invention is a scaffolding board that is installed on the back side of expressway viaducts, general bridges, etc. for repair inspection, inspection, repainting, and various other works. It is related to the device.

(従来の技術) 橋梁の下側に敷設される足場板敷設装置につい
て従来例を説明すると、第8,9図に示すように
橋梁a下側の主桁1を利用して、主桁1の下フラ
ンジ2よりチエン4を垂設し足場仮設材3を結束
して吊設し、橋幅(幅員)方向に指向された前記
足場仮設材3を橋軸方向に50cm程度の間隔をおい
て平行に多数配設して、前記足場仮設材3間に多
数の足場板3′を敷きつめて敷設することにより
足場に形成している。
(Prior Art) To explain a conventional example of a scaffold board laying device that is laid on the underside of a bridge, as shown in Figures 8 and 9, the main girder 1 on the lower side of the bridge a is A chain 4 is suspended from the lower flange 2, and the temporary scaffolding materials 3 are tied together and suspended, and the temporary scaffolding materials 3, which are oriented in the bridge width direction, are parallel to each other at intervals of about 50 cm in the bridge axis direction. A large number of scaffolding boards 3' are arranged between the temporary scaffolding materials 3 and laid down to form a scaffold.

(考案が解決しようとする問題点) 従来の前記足場敷設は、多数のチエンによつて
多くの足場仮設材を吊設し、足場仮設材間に多数
の足場板を敷きつめて固設する必要があつて、多
くの手数、時間を要するとともに、固定されてな
く揺動し易い足場仮設材間の足場板敷設は危険な
高所作業となり、また、都市の高架橋直下は、道
路であつたり、河川、公園等の管理地が存在する
ことが多く、橋梁直下の全面にわたつて長時間使
用する前記敷設は、夜間作業が余儀なくされ作業
足場を敷設できない箇所もあつて改善が望まれて
いる。
(Problems to be solved by the invention) In the conventional scaffolding installation, it is necessary to suspend a large number of temporary scaffolding materials using a large number of chains, and to securely install a large number of scaffolding boards by laying them between the temporary scaffolding materials. In addition to requiring a lot of effort and time, laying scaffolding boards between temporary scaffolding materials that are not fixed and easily sway is dangerous work at high places. In many cases, there are managed areas such as parks, etc., and the above-mentioned construction work, which is used for a long time over the entire area directly under the bridge, requires nighttime work and there are places where work scaffolding cannot be laid, so improvements are desired.

(問題点の解決手段) 本考案は、前記のような実状に鑑みて開発さた
足場板敷設装置であつて、作業場所に所定間隔を
おいて平行に吊設される着脱可能な複数のガイド
ビームと、吊設された複数の前記ガイドビームの
端部に着脱可能に装着された足場板格納箱と、同
足場板格納箱内に折畳み格納され前記ガイドビー
ム間に案内されて送り出され同ガイドビーム間に
足場を形成する屈曲性長尺の足場板パネルと、前
記足場板格納箱に配設され駆動ロープで前記足場
板パネルを繰り出すウインチ部材を具備したこと
により、足場板パネルの長尺化とともに足場組立
部材数および敷設工数を大幅に減少し、安全作業
にて迅速に敷設可能にして足場敷設および解体性
能を向上し前記のような問題点を解消している。
(Means for Solving Problems) The present invention is a scaffold board laying device developed in view of the above-mentioned actual situation, and includes a plurality of removable guides suspended in parallel at predetermined intervals in a work place. a scaffold board storage box that is removably attached to the ends of the plurality of suspended guide beams; and a scaffold board storage box that is folded and stored in the scaffold board storage box and is guided between the guide beams and sent out. The scaffold board panel can be made longer by providing a flexible long scaffold board panel that forms a scaffold between the beams, and a winch member that is disposed in the scaffold board storage box and that lets out the scaffold board panel with a drive rope. At the same time, the number of scaffold assembly members and the number of man-hours for laying the scaffold are greatly reduced, making it possible to quickly and safely install the scaffold, improving the performance of scaffold laying and dismantling, and solving the above-mentioned problems.

(作用) 作業場所に複数のガイドビームと所定間隔をお
き平行に吊設して、吊設された複数のガイドビー
ムの端部に足場板格納箱を装着し、足場板格納箱
内に折畳み格納され長尺化されている屈曲性長尺
の足場板パネルを、足場板格納箱に配設されたウ
インチ部材により駆動ロープでガイドビーム間に
案内させて繰り出しガイドビーム間に足場として
敷設するとともに、逆順序にて解体される。
(Function) Hang multiple guide beams parallel to each other at a predetermined interval in the work area, attach a scaffold board storage box to the end of the multiple suspended guide beams, and fold and store the scaffold board inside the scaffold board storage box. A long flexible scaffold board panel, which has been made longer and has been made longer, is guided between the guide beams using a drive rope by a winch member disposed in a scaffold board storage box, and laid as a scaffold between the guide beams. Disassembled in reverse order.

(実施例) 第1図ないし第7図に本考案の一実施例を示し
ており、図中aは橋梁、bは橋脚、1は橋梁裏側
の主桁であつて、橋梁a裏側の主桁1下側(作業
場所)に所定間隔をおいて平行に吊設される着脱
可能な複数のガイドビーム6と、吊設された複数
のガイドビーム6の端部に着脱可能に装着される
足場板格納箱9と、足場板格納箱9内に折畳み格
納されてガイドビーム6,6間に案内されて繰り
出されガイドビーム6,6間に足場を形成する屈
曲性長尺の足場板パネル20と、足場板格納箱9
に配設され駆動ロープ36で足場板パネル20を
繰り出すウインチ部材35,36,37を具備し
た構成になつている。
(Example) An embodiment of the present invention is shown in Figures 1 to 7, where a is a bridge, b is a bridge pier, and 1 is a main girder on the back side of the bridge. 1. A plurality of removable guide beams 6 suspended in parallel at predetermined intervals below (work place), and a scaffold board removably attached to the ends of the plurality of suspended guide beams 6. a storage box 9; a flexible long scaffold board panel 20 that is folded and stored in the scaffold board storage box 9 and is guided and drawn out between the guide beams 6, 6 to form a scaffold between the guide beams 6, 6; Scaffold board storage box 9
The construction includes winch members 35, 36, and 37 which are disposed at the base of the scaffolding board and extend out the scaffolding board panel 20 using a drive rope 36.

前記ガイドビーム6について詳述すると、両側
に足場板パネル20の両側縁部を支持する支持部
が設けられ、第2図に示すように上側に固設され
たブラケツトの水平長孔(図示省略)に1対の吊
フツク11,11が移動可能に嵌装され、吊フツ
ク11,11間に吊フツク固定用のナツト付き連
結ロツドが付設された複数の吊フツク装置10が
配設されて、第1,2,6図に示すようにガイド
ビーム6は、主桁1の下フランジ2に吊フツク装
置10により橋幅(幅員)方向に指向されて着脱
可能に固着、吊設され、橋軸方向に所定の支持間
隔(足場板パネル20の幅)をおき平行に配設さ
れ橋脚b,b間に配置される。
In detail, the guide beam 6 is provided with support parts that support both side edges of the scaffold board panel 20 on both sides, and a horizontal elongated hole (not shown) in a bracket fixed on the upper side as shown in FIG. A pair of lifting hooks 11, 11 are movably fitted in the holder, and a plurality of lifting hook devices 10 each having a connecting rod with a nut for fixing the lifting hooks are disposed between the lifting hooks 11, 11. As shown in Figures 1, 2, and 6, the guide beam 6 is removably fixed and suspended from the lower flange 2 of the main girder 1 with a lifting hook device 10 oriented in the bridge width (width) direction. They are arranged parallel to each other with a predetermined support interval (the width of the scaffolding board panel 20) between the piers b and b.

前記足場板格納箱9について詳述すると、第
1,2,4,6図に示すように上面側の作業床9
と前面板9bを有し、前面板9b両端部の上、下
部に下向きL型の固定用爪9cが固設され、ガイ
ドビーム6の端部に垂設され斜設部材16で固定
された固定金具15の各固定用穴(図示省略)
に、各固定用爪9cを嵌挿して係着することによ
り、足場板格納箱9が各ガイドビーム6の端部に
着脱可能に装着され、吊設された各ガイドビーム
6の両端側に全長にわたつて複数個装着される。
To explain the scaffold board storage box 9 in detail, as shown in FIGS. 1, 2, 4 and 6, the work floor 9 on the upper side
A and a front plate 9 b , and downward L-shaped fixing claws 9 c are fixedly installed at the top and bottom of both ends of the front plate 9 b , and are hung from the end of the guide beam 6 and are connected to diagonal members 16. Each fixing hole of the fixed fixture 15 (not shown)
By inserting and engaging each fixing claw 9c , the scaffold board storage box 9 is removably attached to the end of each guide beam 6, and is attached to both ends of each suspended guide beam 6. Multiple pieces are installed along the entire length.

前記足場板パネル20について詳述すると、第
3図に示すように比較的に広幅に形成された足場
板21をワイヤ22、連結金具で折畳み可能に連
結した屈曲性長尺に形成され、両側縁部には足場
板21ごとに走行用ローラ23,23(または摺
動板)が付設され、該走行用ローラ23を設けた
部分がガイドビーム6側部の案内支持部上に配置
されて、足場板パネル20のガイドビーム6,6
間への繰り込み移動を円滑とし、足場板パネル2
0の側縁部が支持、保持される構成になつてお
り、該足場板パネル20は、第4図に示すように
足場板格納箱9内のガイド31,31による走行
用ローラ33の案内により、足場板格納箱9内に
折り畳まれて格納され、繰出用のガイドビーム3
2が配設されている。
The scaffold board panel 20 will be described in detail. As shown in FIG. 3, it is formed into a flexible elongated piece by foldably connecting a relatively wide scaffold board 21 with wires 22 and connecting fittings. The section is provided with running rollers 23, 23 (or sliding plates) for each scaffold board 21, and the part provided with the running rollers 23 is placed on the guide support part on the side of the guide beam 6, and the scaffold Guide beams 6, 6 of plate panel 20
Scaffolding board panel 2
As shown in FIG. , the guide beam 3 is folded and stored in the scaffold board storage box 9 and is used for feeding out.
2 are arranged.

また、足場板格納箱9には、折畳み格納されて
いる足場板パネル20を折畳状態に保持する着脱
可能な調節器34a付きワイヤ34が設けられて
いる。
Further, the scaffolding board storage box 9 is provided with a wire 34 with a detachable adjuster 34a that holds the folded and stored scaffolding board panel 20 in the folded state.

また、足場板格納箱9の外側上には、第2,
4,6,7図に示すように電動または手動式ウイ
ンチ35が立設されウインチ35により巻き取り
繰り出される駆動ロープ36によつて、ガイドシ
ーブ37などを介し足場板格納箱9内の足場板パ
ネル20の先端部などに連結して繰り出し、また
は必要に応じて格納するウインチ部材が設けられ
ている。図中40は、各ビーム6の両端部上に、
斜設部材40aを介して着脱可能に斜設された塗
料などの飛散、機器などの落下を防止する飛散防
護工である(第2図参照)。
In addition, on the outside of the scaffold board storage box 9, a second
As shown in Figures 4, 6, and 7, an electric or manual winch 35 is installed upright, and a drive rope 36 that is wound up and let out by the winch 35 moves the scaffold board panel in the scaffold board storage box 9 through a guide sheave 37, etc. A winch member is provided that is connected to the tip of the holder 20 and is extended or retracted as required. 40 in the figure is on both ends of each beam 6,
This is a scattering protection work that is removably installed obliquely through a diagonal member 40a to prevent paint from scattering and equipment from falling (see Fig. 2).

本考案の実施例は、前記のような構成になつて
おり、足場を敷設する場合は、ガイドビーム6を
複数の吊フツク装置10により主桁1の下フラン
ジ2に連結して吊設し、橋幅(幅員)方向に指向
させて吊設された複数のガイドビーム6を橋脚
b,b間において所定間隔(足場板パネル20の
幅に対応させる)に平行に配設する。吊設された
各ガイドビーム6は前記吊フツク装置10により
固定されている。
The embodiment of the present invention has the above-mentioned configuration, and when constructing a scaffold, the guide beam 6 is connected to the lower flange 2 of the main girder 1 by a plurality of hanging hook devices 10 and suspended. A plurality of guide beams 6 suspended in the direction of the bridge width (width) are arranged in parallel at predetermined intervals (corresponding to the width of the scaffolding board panels 20) between the piers b, b. Each suspended guide beam 6 is fixed by the lifting hook device 10.

次に、吊設されている各ガイドビーム6の両端
部に、足場板格納箱9を、複数の下向きL型の固
定用爪9cをガイドビーム6端部の固定金具15
の固定用穴(図示省略)内に嵌挿、係着すること
により着脱可能に装着して、足場板格納箱9上面
に作業床9aが形成され、さらに、各ガイドビー
ム6の両端部上に、飛散防護工40を配設する。
Next, a scaffold board storage box 9 is attached to both ends of each of the suspended guide beams 6, and a plurality of downward L-shaped fixing claws 9c are attached to the fixing metal fittings 15 at the ends of the guide beams 6.
The work floor 9 a is formed on the upper surface of the scaffold board storage box 9 by being removably mounted by fitting and engaging it into the fixing hole (not shown), and the work floor 9 a is formed on the upper surface of the scaffold board storage box 9 . A scattering protection device 40 is installed in the area.

前記足場板格納箱9内には屈曲性長尺の足場板
パネル20が折り畳まれて効率よく格納されてお
り、ウインチ35から繰り出された駆動ロープ3
6を、ガイドシーブ37を介しあるいは介しない
で足場板パネル20の先端部に連結し、駆動ロー
プ36で足場板パネル20を各ガイドビーム6,
6間上に繰り出し、各ガイドビーム6,6間の全
面にわたり足場板パネル20が容易、迅速に配設
され足場として敷設される。各足場板パネル20
は、比較的に広幅に形成され折畳みされるように
連結されているため、足場板格納箱9内の格納効
率が高められ長尺に形成されて足場強度が高めら
れている。第7図に示すようにガイドビーム6の
両端部に足場板格納箱9を装着した場合は、足場
板パネル20は両端側からガイドビーム6の中央
部まで繰り出され、足場イ,ロを形成して全面に
敷設できる。
A long flexible scaffold board panel 20 is folded and efficiently stored in the scaffold board storage box 9, and the driving rope 3 let out from the winch 35 is stored in the scaffold board storage box 9.
6 is connected to the tip of the scaffolding board panel 20 with or without the guide sheave 37, and the scaffolding board panel 20 is connected to each guide beam 6, with the driving rope 36.
6, and the scaffold board panels 20 are easily and quickly placed over the entire surface between the guide beams 6, 6, and laid as a scaffold. Each scaffold board panel 20
are formed relatively wide and connected so as to be foldable, so that the storage efficiency within the scaffold board storage box 9 is increased, and the scaffolding boards are formed long and the strength of the scaffold is increased. When the scaffold board storage boxes 9 are attached to both ends of the guide beam 6 as shown in FIG. 7, the scaffold board panels 20 are extended from both ends to the center of the guide beam 6, forming scaffolds A and B. Can be laid over the entire surface.

足場解体時は、ウインチ、駆動ロープによる足
場板パネルの引き込み、足場板格納箱、ガイドビ
ームの順序で取り外すことによつて解体される。
When dismantling the scaffold, the scaffold board panels are pulled in using a winch and drive rope, and the scaffold board storage box and guide beam are removed in this order.

(考案の効果) 本考案は、前述のような構成になつており、橋
梁裏側などの作業場所に複数のガイビームを所定
間隔をおいて平行に吊設して、吊設された複数の
ガイドビームの端部に足場板格納箱を装着し、足
場板格納箱内に折畳み格納された屈曲性長尺の足
場板パネルを、ウインチ部材の駆動ロープにより
ガイドビーム間に案内させて繰り出しガイドビー
ム間に足場が敷設されるとともに、逆順序で解体
でき、足場板パネルが長尺に配置され足場強度が
高められているとともに、足場組立部材数および
敷設工数が大幅に減少され、安全作業にて迅速に
敷設かつ解体可能であつて、足場敷設、解体性能
が著しく向上されている。
(Effects of the invention) The present invention has the above-mentioned configuration, in which multiple guide beams are suspended in parallel at predetermined intervals in a work area such as the back side of a bridge. A scaffold board storage box is attached to the end of the scaffold board storage box, and the long flexible scaffold board panel folded and stored in the scaffold board storage box is guided between the guide beams by the driving rope of the winch member and is fed out between the guide beams. Scaffolding can be laid down and dismantled in reverse order, the scaffolding board panels are arranged in a long length, increasing the strength of the scaffolding, and the number of scaffolding assembly parts and construction man-hours are greatly reduced, allowing for quick and safe work. It can be laid down and dismantled, and the scaffolding laying and dismantling performance is significantly improved.

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

第1図Aは本考案の実施例を示す全体の平面
図、第1図Bは第1図Aの−視を示す側面
図、第2図は第1図Aの−断面図、第3図
A,B,Cは足場板パネル平面図と側面図と横断
拡大図、第4図は第2図の部の拡大断面図、第
5図は第4図の−視図、第6図はガイドビー
ム間の足場板配置を示す平面図、第7図A,Bは
足場板パネルの配置説明用の平面図を側視図、第
8図は橋梁の斜視図、第9図は従来の足場敷設を
示す橋梁の部分横断図である。 6……ガイドビーム、9……足場板格納箱、2
0……足場板パネル、35,36,37……ウイ
ンチ部材、36……駆動ロープ。
FIG. 1A is an overall plan view showing an embodiment of the present invention, FIG. 1B is a side view of FIG. 1A, and FIG. 2 is a sectional view of FIG. 1A. A, B, and C are a plan view, side view, and cross-sectional enlarged view of the scaffold board panel, Figure 4 is an enlarged sectional view of the part shown in Figure 2, Figure 5 is a perspective view of Figure 4, and Figure 6 is a guide. A plan view showing the placement of scaffolding boards between beams, Figures 7A and B are side views of plan views for explaining the arrangement of scaffolding board panels, Figure 8 is a perspective view of the bridge, and Figure 9 is a conventional scaffolding installation. It is a partial cross-sectional view of a bridge showing. 6... Guide beam, 9... Scaffold board storage box, 2
0...Scaffold board panel, 35, 36, 37...Winch member, 36...Drive rope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 作業場所に所定間隔をおいて平行に吊設される
着脱可能な複数のガイドビームと、吊設された複
数の前記ガイドビームの端部に着脱可能に装着さ
れた足場板格納箱と、同足場板格納箱内に折畳み
格納され前記ガイドビーム間に案内されて送り出
され同ガイドビーム間に足場を形成する屈曲性長
尺の足場板パネルと、前記足場板格納箱に配設さ
れ駆動ロープで前記足場板パネルを繰り出すウイ
ンチ部材を具備したことを特徴とする足場板敷設
装置。
A plurality of removable guide beams suspended in parallel at predetermined intervals in a work place, a scaffold board storage box removably attached to the ends of the plurality of suspended guide beams, and the scaffold. a flexible long scaffold board panel that is folded and stored in a board storage box and is guided and sent out between the guide beams to form a scaffold between the guide beams; A scaffold board laying device characterized by comprising a winch member for paying out scaffold board panels.
JP17601986U 1986-11-18 1986-11-18 Expired JPH0442434Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17601986U JPH0442434Y2 (en) 1986-11-18 1986-11-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17601986U JPH0442434Y2 (en) 1986-11-18 1986-11-18

Publications (2)

Publication Number Publication Date
JPS6381144U JPS6381144U (en) 1988-05-28
JPH0442434Y2 true JPH0442434Y2 (en) 1992-10-07

Family

ID=31115875

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17601986U Expired JPH0442434Y2 (en) 1986-11-18 1986-11-18

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JP (1) JPH0442434Y2 (en)

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JP7309565B2 (en) * 2019-10-18 2023-07-18 株式会社Ihiインフラシステム Suspended scaffolding and its installation method

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Publication number Publication date
JPS6381144U (en) 1988-05-28

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