JP3180873U - Repair scaffold - Google Patents
Repair scaffold Download PDFInfo
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- JP3180873U JP3180873U JP2012006640U JP2012006640U JP3180873U JP 3180873 U JP3180873 U JP 3180873U JP 2012006640 U JP2012006640 U JP 2012006640U JP 2012006640 U JP2012006640 U JP 2012006640U JP 3180873 U JP3180873 U JP 3180873U
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Abstract
【課題】 橋梁高欄の補修足場において、必要な場所に足場を容易に設けることができ、しかも、簡単に移設できる補修用足場を提供する。
【解決手段】 補修用足場本体1は、橋梁側端に係止して固定し設置することができる作業用ゴンドラ足場状であって、鉄骨フレーム等を結合して略コの字形に形成され、所定間隔離して複数並設した、吊上げ用のアイボルト2を備えた横掛け部材3と、該横掛け部材3の一端に垂設した吊り縦部材4と、該吊り縦部材4下部に、該横掛け部材3と平行に設けた吊り横部材5とを有し、該吊り縦部材4それぞれの上部間及び下部間に横枠材6を組み付けて連結し、該吊り横部材5上に床部材7を組み付けて床面を設け、要所を補強部材やブレース8で補強するとともに、該吊り縦部材4それぞれに上下分割可能に接続ジョイント9を備えて成したことを特徴とした。
【選択図】図6PROBLEM TO BE SOLVED: To provide a scaffold for repair that can be easily provided at a necessary place in a repair scaffold in a bridge railing and that can be easily moved.
A repair scaffold body 1 is a working gondola scaffold shape that can be locked and fixed to a bridge side end, and is formed in a substantially U-shape by connecting a steel frame or the like. A horizontal member 3 provided with eyebolts 2 for lifting, arranged in parallel at a predetermined interval, a vertical member 4 suspended from one end of the horizontal member 3, and a lower part of the vertical member 4 The suspension member 3 is provided in parallel with the hanging member 3, and the horizontal frame member 6 is assembled and connected between the upper and lower portions of the suspension member 4, and the floor member 7 is mounted on the suspension member 5. The floor is provided by assembling and reinforcing the important points with reinforcing members and braces 8, and each suspension vertical member 4 is provided with a connecting joint 9 that can be divided into upper and lower parts.
[Selection] Figure 6
Description
本考案は、橋梁高欄の補修用足場に関する。 The present invention relates to a scaffold for repairing a bridge rail.
従来より、橋梁高欄の補修は、橋種や形式を問わず、橋梁本体を利用する吊り足場工法、橋梁下地盤からの組み足場工法が一般的である。 Conventionally, the repair of a bridge rail has been generally carried out by a suspended scaffolding method using a bridge body or a braided scaffolding method from a bridge base plate regardless of the bridge type or type.
前者の吊り足場工法は、地覆付近の橋梁本体にアンカーを設置し、主桁間には梁を渡し、これに吊りチェーンにて作業足場を吊り下げる構造であり、後者の組み足場工法は、橋下地盤面から丸太及びパイプで枠組構造を形成し、本足場として組み上げる構造である。 The former suspension scaffold construction method is a structure in which anchors are installed on the bridge body near the ground cover, the beams are passed between the main girders, and the work scaffold is suspended by a suspension chain. The latter assembly scaffold construction method is This is a structure in which a frame structure is formed from logs and pipes from the surface of the bridge foundation board and assembled as a scaffold.
吊り足場工法は、全体が上空占有であるため、河川の増水や交通の影響を受けない利点を有するが、アンカーやチェーンを主桁や床版に取り付けるため橋体を損傷したり、組み立て時に時間がかかり、また、解体時に危険を伴ったりする欠点を有し、組み足場工法は、橋体にアンカーやチェーンを取り付けることがないから橋体を損傷することはないが、河川や跨線上では組み立てが不可能であり、組み立てることのできる河川でも増水時には流木などの衝突による危険があり、また高架道路では一般道路の交通の支障をきたす欠点がある。 Suspended scaffolding construction has the advantage of not being affected by river flooding or traffic because it is entirely occupied by the sky. In addition, there is a disadvantage that it is dangerous at the time of dismantling and the scaffolding method will not damage the bridge body because anchors and chains are not attached to the bridge body, but it is not assembled on the river or over the bridge. However, even rivers that can be assembled have dangers due to collisions with driftwood when the river volume increases, and elevated roads have the disadvantage of hindering traffic on ordinary roads.
上述のような吊り足場工法に見られるような橋体を損傷したり、組み足場工法に見られるような河川における流木の衝突などの危険や交通の支障などの欠点を解決するとともに、作業の効率化と安全を確保しようとするものである。 In addition to damaging bridges as seen in the suspension scaffolding method described above, and solving the drawbacks such as collision of driftwood in rivers and traffic obstacles as seen in the scaffolding method, work efficiency is improved. It is intended to ensure safety and safety.
本考案は、橋梁高欄の補修足場において、必要な場所に足場を容易に設けることができ、しかも、簡単に移設できる補修用足場を提供しようとするものである。The present invention is intended to provide a repair scaffold that can be easily provided at a necessary place in a repair scaffold in a bridge railing and that can be easily relocated.
補修用足場本体1は、橋梁側端に係止して固定し設置することができる作業用ゴンドラ足場状であって、鉄骨フレーム等を結合して略コの字形に形成され、所定間隔離して複数並設した、吊上げ用のアイボルト2を備えた横掛け部材3と、該横掛け部材3の一端に垂設した吊り縦部材4と、該吊り縦部材4下部に、該横掛け部材3と平行に設けた吊り横部材5とを有し、該吊り縦部材4それぞれの上部間及び下部間に横枠材6を組み付けて連結し、該吊り横部材5上に床部材7を組み付けて床面を設け、要所を補強部材やブレース8で補強するとともに、該吊り縦部材4それぞれに上下分割可能に接続ジョイント9を備えて成したことを特徴とした。 The
本考案によれば、補修用足場本体1の横掛け部材3を橋梁側端の地覆に係止して固定するだけで容易に補修用足場を設置することができる。 According to the present invention, the repair scaffold can be easily installed only by locking and fixing the
また、横掛け部材3に備えたアイボルト2にワイヤーをかけ、レッカー等で補修用足場本体1を吊ったままに作業することで、移設も短時間かつ簡単におこなうことが可能である。 Further, by moving the
したがって、本考案によれば、大量の足場資材や足場を組むための空中作業を必要としないことから、効率的かつ安全な補修用足場を提供することができる。 Therefore, according to the present invention, since a large amount of scaffolding materials and aerial work for assembling the scaffold are not required, an efficient and safe repairing scaffold can be provided.
以下、本考案の実施の形態について、図面を参照して説明する。
図6に示すように、補修用足場本体1は、橋梁側端に係止して固定し設置することができる作業用ゴンドラ足場状であって、鉄骨フレーム等を結合して略コの字形に形成され、所定間隔離して複数並設した、吊上げ用のアイボルト2を備えた横掛け部材3と、該横掛け部材3の一端に垂設した吊り縦部材4と、該吊り縦部材4下部に、該横掛け部材3と平行に設けた吊り横部材5とを有し、該吊り縦部材4それぞれの上部間及び下部間に横枠材6を組み付けて連結し、該吊り横部材5上に床部材7を組み付けて床面を設け、要所を補強部材やブレース8で補強するとともに、該吊り縦部材4それぞれに上下分割可能に接続ジョイント9を備えて成したことを特徴とした。Embodiments of the present invention will be described below with reference to the drawings.
As shown in FIG. 6, the repair scaffold
1 補修用足場本体
2 アイボルト
3 横掛け部材
4 吊り縦部材
5 吊り横部材
6 横枠材
7 床部材
8 ブレース
9 接続ジョイントDESCRIPTION OF
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2012006640U JP3180873U (en) | 2012-10-15 | 2012-10-15 | Repair scaffold |
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JP2012006640U JP3180873U (en) | 2012-10-15 | 2012-10-15 | Repair scaffold |
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JP3180873U true JP3180873U (en) | 2013-01-17 |
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JP2012006640U Expired - Lifetime JP3180873U (en) | 2012-10-15 | 2012-10-15 | Repair scaffold |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
-
2012
- 2012-10-15 JP JP2012006640U patent/JP3180873U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
CN107795133B (en) * | 2017-11-30 | 2024-03-22 | 中建四局第六建筑工程有限公司 | Integral protective frame platform and construction method thereof |
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