JPH0721166B2 - Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure - Google Patents

Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure

Info

Publication number
JPH0721166B2
JPH0721166B2 JP22856791A JP22856791A JPH0721166B2 JP H0721166 B2 JPH0721166 B2 JP H0721166B2 JP 22856791 A JP22856791 A JP 22856791A JP 22856791 A JP22856791 A JP 22856791A JP H0721166 B2 JPH0721166 B2 JP H0721166B2
Authority
JP
Japan
Prior art keywords
fixing
bridge
vertical
hanging
connection
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 - Lifetime
Application number
JP22856791A
Other languages
Japanese (ja)
Other versions
JPH0544202A (en
Inventor
充 当房
憲道 古中
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.)
Sho Bond Corp
Original Assignee
Sho Bond Corp
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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP22856791A priority Critical patent/JPH0721166B2/en
Publication of JPH0544202A publication Critical patent/JPH0544202A/en
Publication of JPH0721166B2 publication Critical patent/JPH0721166B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、橋梁高欄の補修用足場
及びその吊り金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold for repairing a bridge railing and a hanging metal fitting for the scaffold.

【0002】[0002]

【従来の技術】従来からの橋梁高欄の補修は、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。
2. Description of the Related Art Conventional repairs for bridge balustrades are generally carried out by a suspension scaffolding method using the bridge body or a combined scaffolding method from a bridge foundation, regardless of the bridge type and type.

【0003】前者の吊り足場工法は、図12左に示すよ
うに地覆A付近の橋梁本体にコンクリートアンカーBを
設置し、主桁間には梁を渡し、これに吊りチェーンCに
て作業足場Dを吊り下げる構造であり、後者の組み足場
工法は、図12右に示すように橋下地盤面Eから丸太及
びパイプで枠組構造Fを形成し、本足場Gとして組み上
げる構造である。
In the former method of suspending scaffolding, as shown in the left side of FIG. 12, a concrete anchor B is installed on the bridge body near the ground cover A, a beam is passed between the main girders, and a working chain scaffolding by a suspending chain C is applied to it. 12 is a structure in which D is suspended, and the latter method of constructing scaffolding is a structure in which a frame structure F is formed from logs and pipes from a bridge foundation surface E as shown in the right side of FIG.

【0004】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、コンクリート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、橋体にコンクリートアンカーやチェー
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。
The suspension scaffolding method has an advantage that it is not affected by the increase of water in the river and traffic because the whole is occupied in the sky, but the bridge is damaged because the concrete anchors and chains are attached to the main girders and floor slabs. , Has the drawback that it takes time when assembling, and it is dangerous when disassembling,
Since the concrete scaffolding method does not attach concrete anchors or chains to the bridge, it does not damage the bridge, but it cannot be assembled on rivers and overpasses, and even in rivers that can be assembled, driftwood etc. There is a risk of collision, and there is a drawback that elevated roads will hinder traffic on ordinary roads.

【0005】[0005]

【発明が解決しようとする課題】本発明は、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ことを課題
とする。
DISCLOSURE OF INVENTION Problems to be Solved by the Invention The present invention has a risk of damaging a bridge as in the above-mentioned suspended scaffolding method, a danger such as collision of driftwood in a river as seen in the combined scaffolding method, and traffic. The problem is to solve the drawbacks such as the obstacles of.

【0006】[0006]

【課題を解決するための手段】本発明は、橋梁高欄補修
用足場を橋面に定着する定着材と定着材に吊られて橋側
面及び橋下面に定着する吊り材とからなる複数の吊り金
具の吊り材の横材に床板を架け渡すことのできるように
し、またその吊り金具を提供することにより上記問題点
を解決しようとするものである。詳しくは次のとおりで
ある。
DISCLOSURE OF THE INVENTION The present invention provides a plurality of suspension fittings composed of a fixing material for fixing scaffolds for repairing a bridge balustrade on a bridge surface and a hanging material suspended on the fixing material and fixed on the bridge side surface and the bridge lower surface. It is intended to solve the above-mentioned problems by making it possible to bridge a floor plate on the horizontal member of the hanging material and by providing the hanging metal fitting. Details are as follows.

【0007】第1に、定着横材の横方向の一方に、定着
縦材を縦方向に剛結し、他方に横方向に移動する上部橋
側定着調整部材を取り付けた定着接続縦材を縦方向に剛
結した定着材の複数を、間隔をおいて、橋梁の地覆又は
高欄をまたいで、地覆又は高欄の内側に定着縦材を、外
側に定着接続縦材を位置させて、定着縦材を橋上面に定
着固定させ、定着接続縦材の上部橋側定着部材を上部橋
側面に調整定着させたのち、横方向に移動可能な下部橋
側定着調整部材を持つ吊り横材に縦方向に移動可能な橋
下面定着調整部材を持つ吊り定着縦材を剛結し、前記定
着接続縦材との接続相当位置に吊り接続縦材を縦方向に
剛結した吊り材を、前記複数の定着材に対応して、橋下
面から吊り接続縦材を定着材の定着接続縦材に縦方向に
移動可能な接続構造で接続固定し、側面定着材を下部橋
側面に、橋下面定着調整部材を橋下面に調整定着させ、
つぎに、吊り横材に床板を架け渡してなることを特徴と
する橋梁高欄補修用足場構造とする。
Firstly, a fixing connection vertical member is vertically connected to one of the fixing horizontal members in the horizontal direction, and a fixing connection vertical member is attached to the other side of which is attached an upper bridge side fixing adjusting member that moves in the horizontal direction. A plurality of fixing members that are rigidly connected in a fixed direction are placed at intervals, across the ground cover or balustrade of the bridge, the fixing longitudinal members are located inside the ground covering or balustrade, and the fixing connecting vertical members are located outside. After fixing the vertical member to the upper surface of the bridge and fixing and fixing the upper bridge-side fixing member of the fixing connection vertical member to the upper bridge side surface, the vertical member is placed vertically on the hanging horizontal member that has the lower bridge-side fixing adjustment member that can move in the horizontal direction. The suspension fixing vertical member having a bridge lower surface fixing adjusting member movable in a direction is rigidly connected, and the suspension connecting vertical member is rigidly connected in the vertical direction at a position corresponding to the connection with the fixing connecting vertical member. Corresponding to the fixing material, a connection structure that can vertically move the suspension connection vertical member from the bottom of the bridge to the fixing connection vertical member of the fixing material. In connection with fixing the side fixing member to the lower bridge side, by adjusting fixing Hashimoto surface fixing adjustment member in Hashimoto surface,
Next, a scaffold structure for bridge balustrade repairs, which is characterized in that a floor board is laid over the suspended horizontal members.

【0008】第2に、定着横材の横方向の一方に、定着
縦材を縦方向に剛結し、他方に、横方向に移動する上部
橋側定着調整部材を取り付けた定着接続縦材を縦方向に
剛結した定着材と、吊り横材に横方向に移動可能な側面
定着材と縦方向に移動可能な橋下面定着調整部材を持つ
吊り定着縦材とを剛結し、前記定着接続縦材相当位置に
吊り接続縦材を剛結した吊り材とを、定着材の定着接続
縦材と吊り材の吊り接続縦材を縦方向に移動可能な接続
構造で接続して一体とした吊り金具構造とする。
Secondly, a fixing connection vertical member in which a fixing vertical member is rigidly connected in the vertical direction to one lateral direction of the fixing horizontal member, and an upper bridge side fixing adjusting member that moves in the horizontal direction is attached to the other one. The fixing connection, which is rigidly connected in the vertical direction, the lateral fixing member that is horizontally movable to the suspension horizontal member, and the hanging fixing vertical member that has the bridge bottom surface fixing adjustment member that is vertically movable, are rigidly connected, and the fixing connection is made. Suspension connection at a position equivalent to the vertical member A suspension member that is rigidly connected to the vertical member is fixedly connected to the fixing material and a suspension connection of the hanging material The vertical member is connected by a vertically movable connection structure to form an integrated suspension. Use a metal fitting structure.

【0009】第3に、定着横材の横方向の一方に、定着
縦材を縦方向に剛結し、他方に横方向に移動する上部橋
側定着調整部材を取り付けた定着接続縦材を縦方向に剛
結した定着材と、吊り横材に横方向に移動可能な下部橋
側定着調整部材と縦方向に移動可能な橋下面定着調整部
材を持つ吊り定着縦材を剛結し、前記定着接続縦材との
接続相当位置に吊り接続縦材を縦方向に固着した吊り材
とを、定着材の定着接続縦材と吊り材の吊り接続縦材を
縦方向に移動可能な接続構造で接続して一体とした吊り
金具の複数を間隔をおいて並べ、上部橋側定着調整部
材、下部橋側定着調整部材、橋下面定着調整部材を調整
定着させ、吊り横材に床板を架け渡して橋梁高欄補修用
足場構造とする。
Thirdly, a fixing connection vertical member is vertically attached to one of the fixing horizontal members in the horizontal direction in the vertical direction, and the other is a fixing connection vertical member in which an upper bridge side fixing adjusting member that moves in the horizontal direction is attached. The fixing member that is rigidly connected in the direction, the hanging fixing vertical member that has the lower bridge-side fixing adjustment member that can move laterally to the hanging horizontal member, and the bridge lower surface fixing adjustment member that can move in the vertical direction Connection Connection with vertical material Suspended connection at a position equivalent to the vertical material A vertical material is fixed vertically to the hanging material.Fixing material fixing connection vertical material and hanging material hanging connection Vertical material is connected by a vertically movable connection structure. Then, multiple hanging metal fittings that are integrated together are arranged at intervals, and the upper bridge-side anchorage adjustment member, the lower bridge-side anchorage adjustment member, and the bridge underside anchorage adjustment member are adjusted and fixed, and the floor board is laid over the suspension cross members to bridge the bridge. A scaffold structure for repairing the balustrade.

【0010】[0010]

【作用】定着材は、定着縦材により橋上面に定着し、定
着接続縦材により吊り材の吊り接続縦材を接続し、吊り
接続縦材は定着接続縦材に縦方向に移動可能な接続構造
で接続して固定されるので、足場の高さ調整をすること
ができる。吊り材に縦方向に移動可能な吊り定着縦材を
剛結し、横方向に移動可能な下部橋側定着調整部材を持
たせたので、定着材の定着縦材の橋側面への定着と吊り
定着縦材の橋下面の定着により縦方向の定着が確実にな
され、下部橋側定着調整部材の橋側面への定着により、
定着材の上部橋側定着調整部材の橋側面の定着と相俟っ
て、横方向の定着がなされる。
[Function] The fixing material is fixed to the upper surface of the bridge by the fixing vertical member, the hanging connecting vertical member of the hanging member is connected by the fixing connecting vertical member, and the hanging connecting vertical member is vertically movable to the fixing connecting vertical member. Since the structure is connected and fixed, the height of the scaffold can be adjusted. The hanging fixing vertical member that can move in the vertical direction is rigidly connected to the hanging member, and the lower bridge-side fixing adjustment member that can move in the horizontal direction is provided. By fixing the lower surface of the bridge of the fixing vertical member, the fixing in the vertical direction is ensured, and by fixing the lower bridge side fixing adjustment member to the side surface of the bridge,
Along with the fixing on the bridge side surface of the fixing member on the upper bridge side of the fixing material, lateral fixing is performed.

【0011】[0011]

【実施例】つぎに、請求項1の発明の実施例を図面に基
づいて説明する。図1は本発明の基本説明図、図2は定
着材の正面図、図3は図2のAーA矢視図、図4は図2
のBーB矢視図、図5は図2のCーC矢視図、図6は吊
り材の正面図、図7は図6のDーD矢視図、図8は図6
のEーE矢視図、図9は図6のFーF矢視図である。図
面において、1は定着材、2は吊り材、6は床板であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described with reference to the drawings. 1 is a basic explanatory view of the present invention, FIG. 2 is a front view of a fixing material, FIG. 3 is a view taken along the line AA of FIG. 2, and FIG.
6 is a front view of the hanging material, FIG. 7 is a front view of the hanging member of FIG. 6, and FIG. 8 is a view of FIG.
FIG. 9 is a view on arrow EE of FIG. 6, and FIG. 9 is a view on arrow FF in FIG. In the drawings, 1 is a fixing material, 2 is a hanging material, and 6 is a floor board.

【0012】定着材1は、図1乃至図5に示すように、
H形鋼製の定着横材11の一端に、下端に定着部18を
備えたH鋼製の定着縦材12を縦方向に固着するととも
に他端に溝形鋼製の定着接続縦材13を縦方向に剛結し
てなっている。定着接続縦材13には橋側定着位置相当
部に、全ねじボルトの上部橋側定着調整部材14が橋側
の横方向に移動可能に上下方向の位置調整のために設け
られた複数の貫通孔16のいずれかに貫通して取り付け
られ、ナット15により固定されている。19は後述す
る吊り材2の吊り接続縦材27を接続固定する止孔で縦
方向移動して接続できるよう複数設けられている。17
aは貫通孔16の補強材、17bは定着横材11と定着
縦材12、定着接続縦材13の補強材、17cは定着部
18の補強材である。
The fixing material 1 is, as shown in FIGS. 1 to 5,
A fixing vertical member 12 made of H steel having a fixing portion 18 at its lower end is vertically fixed to one end of the fixing horizontal member 11 made of H-shaped steel, and a fixing connecting vertical member 13 made of grooved steel is provided at the other end. It is rigidly connected in the vertical direction. In the fixing connection longitudinal member 13, a plurality of through holes provided for adjusting the position in the vertical direction so that an upper bridge-side fixing adjustment member 14 of a full-screw bolt can be moved laterally on the bridge side at a portion corresponding to the bridge-side fixing position. It is attached by penetrating any of the holes 16 and fixed by a nut 15. 19 is a stop hole for connecting and fixing a suspending connection vertical member 27 of the suspending member 2 which will be described later, and a plurality of holes 19 are provided so that the suspending connecting vertical member 27 can be vertically moved and connected. 17
Reference numeral a is a reinforcing material for the through hole 16, 17b is a reinforcing material for the fixing horizontal member 11, the fixing vertical member 12, and the fixing connection vertical member 13, and 17c is a reinforcing member for the fixing portion 18.

【0013】吊り材2は、図6乃至図9に示すように、
溝形鋼製の吊り横材21の内側に固着されている通し材
21aに横方向に移動可能に全ねじボルトの側面定着部
材22を貫通させ、ナット23で固定させ、橋側に位置
する端方向には縦方向に移動可能な吊り定着縦材25を
取り付けるとともに前記定着接続縦材13との接続相当
位置に吊り接続縦材27を縦方向に固着されてなってい
る。30は補強材である。吊り定着縦材25は、溝形鋼
製の吊り定着縦材25の内側に通し材29に全ねじボル
トの橋下面定着調整部材26を貫通させ、ナット28に
より固定してある。吊り接続縦材27は、溝形鋼製にし
て前記定着接続縦材13の溝形鋼より小の径にして定着
接続縦材13の内側に嵌合し、定着接続縦材13の止孔
19に符合する止孔20が穿孔されている。
The hanging member 2 is, as shown in FIGS.
The side fixing member 22 of the full-screw bolt is penetrated through the threading member 21a fixed to the inside of the suspension cross member 21 made of channel steel so as to be movable in the lateral direction, and fixed by the nut 23. A hanging fixing vertical member 25 which is movable in the vertical direction is attached in the direction, and a hanging connecting vertical member 27 is fixed in the vertical direction at a position corresponding to the connection with the fixing connecting vertical member 13. 30 is a reinforcing material. The suspension fixing vertical member 25 is formed by inserting a bridge bottom surface fixing adjusting member 26 of a full screw bolt through a through member 29 inside the suspension fixing vertical member 25 made of channel steel and fixing it with a nut 28. The hanging connection vertical member 27 is made of grooved steel and has a smaller diameter than the grooved steel of the fixing connection vertical member 13 and is fitted inside the fixing connection vertical member 13. A stop hole 20 corresponding to is drilled.

【職権訂正2】[Authority Correction 2]

【0014】このようにしてなる定着材1と吊り材2と
は、図1に示すようにして橋梁高欄補修用足場を形成す
る。まず、定着材1の複数を間隔を設けて、それぞれ橋
梁の地覆又は高欄Aをまたいで、地覆又は高欄Aの内側
に定着縦材12を内側に、定着接続縦材13を外側に位
置させ、定着縦材13を定着部18を介して橋上面にボ
ルト3で定着固定するとともに定着接続縦材13の上部
橋側定着調整部材14をナット15を回転させて橋側方
向に移動させて橋側面に調整定着させる。
The fixing material 1 and the suspension material 2 thus formed form a scaffold for repairing a bridge balustrade as shown in FIG. First, a plurality of the fixing materials 1 are provided at intervals, and the fixing vertical members 12 are located inside the ground covering or the balustrade A, and the fixing connection longitudinal members 13 are located outside the bridging or the balustrade A, respectively. Then, the fixing vertical member 13 is fixed and fixed to the bridge upper surface by the bolt 3 via the fixing portion 18, and the upper bridge side fixing adjusting member 14 of the fixing connecting vertical member 13 is moved in the bridge side direction by rotating the nut 15. Adjust and fix it on the side of the bridge.

【0015】ついで、定着材1のそれぞれに吊り材2
を、橋下面から、吊り接続縦材27と定着接続縦材13
を接続し、貫通孔19、20にボルト4を通して固定す
ることにより一体化し、下部橋側定着調整部材22をナ
ット23を回転させて橋側面方向に移動させ調整定着さ
せるとともに、橋下面定着調整部材26を橋下面にナッ
ト28を回転させて橋下面方向に移動させて調整定着さ
せる。
Next, the hanging material 2 is attached to each of the fixing materials 1.
From the underside of the bridge, the suspension connection vertical member 27 and the fixing connection vertical member 13
Are connected and fixed by passing the bolts 4 through the through-holes 19 and 20 to integrate them, and the lower bridge-side fixing adjusting member 22 is rotated in the bridge side direction by rotating the nut 23 to adjust and fix, and at the same time, the bridge lower surface fixing adjusting member. The nut 26 is rotated on the underside of the bridge by rotating the nut 28 and moved toward the underside of the bridge to adjust and fix.

【0016】ついで、吊り材2の吊り横材21間に、は
り5を渡し、床板6を載置して、全体として橋梁高欄補
修用足場とする。7は適宜設けられる囲い材である。
Next, the beam 5 is passed between the hanging cross members 21 of the hanging member 2 and the floor plate 6 is placed thereon to form a scaffold for repairing the bridge balustrade as a whole. Reference numeral 7 is an appropriately provided enclosure.

【0017】つぎに、請求項2の発明の実施例を図10
に基づいて説明する。本発明は、請求項1の発明におい
て、図2乃至図5に示した定着材1と図6乃至図9に示
した吊り材2とを、定着材1の定着接続縦材13と吊り
材2の吊り接続縦材27を嵌合し、それぞれの貫通孔1
9、20を合わせてボルト4を挿通して一体化し、全体
として橋梁高欄補修用足場の吊り金具としたものであ
る。
Next, the embodiment of the invention of claim 2 is shown in FIG.
It will be described based on. According to the invention of claim 1, the fixing member 1 shown in FIGS. 2 to 5 and the suspending member 2 shown in FIGS. 6 to 9 are used as the fixing connection vertical member 13 and the suspending member 2 of the fixing member 1. The hanging connection vertical members 27 are fitted to each through hole 1
9 and 20 are put together and the bolts 4 are inserted to be integrated, and as a whole, a suspension fitting for a scaffold for repairing a bridge balustrade is provided.

【0018】この吊り金具は、予め複数が用意され、間
隔をおいて、それぞれ橋梁に定着材1の定着縦材12と
吊り材2の吊り定着縦材25により橋端部をはさみ、請
求項1発明と同様に、定着縦材12を橋上面に定着固定
し、吊り定着縦材25を橋下面に定着するとともに上部
橋側定着調整部材14を橋側面に調整定着し、下部橋側
定着調整部材22を橋側面に調整定着して取り付けられ
る。足場を形成するには図1に示すように吊り横材21
間にはり5を渡し、床板6を架け渡せばよい。
A plurality of the suspension fittings are prepared in advance, and the bridge end portions are sandwiched by the fixing vertical members 12 of the fixing member 1 and the hanging fixing vertical members 25 of the hanging member 2 on the bridge at intervals. Similarly to the invention, the fixing vertical member 12 is fixedly fixed to the bridge upper surface, the hanging fixing vertical member 25 is fixed to the lower surface of the bridge, the upper bridge side fixing adjusting member 14 is adjusted and fixed to the bridge side surface, and the lower bridge side fixing adjusting member is fixed. 22 is fixed and fixed on the side of the bridge. In order to form the scaffold, as shown in FIG.
It is sufficient to pass the beam 5 and the floor plate 6 between them.

【職権訂正3】[Authority Correction 3]

【0019】つぎに、請求項3の実施例を図11に基づ
き説明する。本発明は、請求項2の発明において、図1
0に示した吊り金具の複数を橋梁に取り付ける状態で並
べ吊り材2の吊り横材21に、はり5を渡し、床板6を
架け渡し、予め橋梁高欄補修用足場を組み立てたもので
ある。この足場の橋梁への取り付け手順は、請求項2の
発明において吊り金具を橋梁に取り付けた手順と同様で
よい。
Next, an embodiment of claim 3 will be described with reference to FIG. The present invention relates to the invention of claim 2 as shown in FIG.
A plurality of hanging fittings shown in FIG. 0 are arranged in a state of being attached to the bridge, and the beam 5 is passed over the hanging cross member 21 of the hanging member 2 and the floor plate 6 is bridged over to preassemble the scaffold for repairing the bridge balustrade. The procedure for attaching the scaffold to the bridge may be the same as the procedure for attaching the suspension fitting to the bridge in the second aspect of the invention.

【0020】[0020]

【発明の効果】本発明は上述のようにしてなるので、請
求項1、請求項2及び請求項3において、つぎの共通の
効果を有する。定着材は、定着縦材により橋上面に定着
し、定着接続縦材により吊り材の吊り接続材を接続し、
吊り接続縦材は定着縦材に縦方向に移動可能な接続構造
で接続固定されるので、吊り接続縦材を縦方向に移動す
ることにより足場の高さ調整が容易である。定着材に定
着縦材、吊り材に橋下面定着調整部材を持つ吊り定着縦
材とが設けられているので、橋上面と橋下面への定着が
確実になされるとともに吊り材に橋側方向への下部橋側
定着調整部材が設けられているので、橋側面への定着に
より、定着材の上部橋側定着調整部材の橋側面の定着と
相俟って横方向への定着が確実になされる。
As described above, the present invention has the following common effects in claim 1, claim 2, and claim 3. The fixing material is fixed on the upper surface of the bridge by the fixing vertical member, and the hanging connecting member of the hanging member is connected by the fixing connecting vertical member,
Since the hanging connection vertical member is connected and fixed to the fixing vertical member by a connection structure that is vertically movable, it is easy to adjust the height of the scaffold by moving the hanging connection vertical member in the vertical direction. Since the fixing vertical member is provided as the fixing material and the hanging fixing vertical member having the bridge lower surface fixing adjustment member is provided as the hanging material, the fixing to the bridge upper surface and the bridge lower surface is ensured and the hanging material is directed toward the bridge side. Since the lower bridge side fixing adjustment member is provided, the fixing to the bridge side surface ensures the fixing in the lateral direction together with the fixing of the fixing material on the bridge side surface of the upper bridge side fixing adjustment member. .

【0021】橋梁への取り付けは、定着材と吊り材とに
より橋梁に橋上面と橋下面とをはさむようにして取り付
けるだけでよく、上空占有なので従来の吊り足場工法に
見られるコンクリートアンカーやチェーンを主桁や床版
に取り付けるために生ずる橋体の損傷や解体時の危険を
排除でき、また組み足場工法に見られる河川などにおけ
る流木などの衝突の危険、一般道路上での交通支障を排
除できる。
To attach to the bridge, it is sufficient to attach it to the bridge by sandwiching the bridge upper surface and the bridge lower surface with an anchoring material and a suspending material, and since it occupies the sky, concrete anchors and chains found in the conventional suspension scaffolding method are mainly used. It is possible to eliminate the risk of damage to the bridge body due to installation on the girder or floor slab and the risk of dismantling, and to eliminate the danger of collision with driftwood in rivers and the like, which is seen in the combined scaffolding method, and traffic obstacles on general roads.

【0022】請求項2においては定着材と吊り材とを一
体化し、吊り金具として構成し、請求項3においては、
定着材と吊り材と床板とを一体化し、足場として構成し
てあるので、補修現場における作業の省力化につなが
る。
In the second aspect, the fixing material and the suspending material are integrated to form a suspending metal, and in the third aspect,
Since the fixing material, the hanging material, and the floor board are integrated and configured as a scaffolding, the work at the repair site can be saved.

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

【図1】請求項1の発明の基本説明図である。FIG. 1 is a basic explanatory diagram of the invention of claim 1;

【図2】橋梁高欄補修用足場の定着材の正面図である。FIG. 2 is a front view of a fixing material for a scaffold for repairing a bridge railing.

【図3】図2のAーA矢視図である。FIG. 3 is a view on arrow AA of FIG.

【図4】図2のBーB矢視図である。FIG. 4 is a view taken along the line BB of FIG.

【図5】図2のCーC矢視図である。FIG. 5 is a view taken along the line CC of FIG.

【図6】橋梁高欄補修用足場の吊り材の正面図である。FIG. 6 is a front view of a suspension material for a scaffold for repairing a bridge railing.

【図7】図6のDーD矢視図である。FIG. 7 is a view on arrow D-D of FIG. 6;

【図8】図6のEーE矢視図である。FIG. 8 is a view taken along the line EE of FIG.

【図9】図6のFーF矢視図である。FIG. 9 is a view on arrow FF in FIG.

【図10】請求項2の発明における橋梁高欄補修用足場
の吊り金具の正面図である。
FIG. 10 is a front view of a suspension metal fitting for a scaffold for repairing a bridge balustrade according to the invention of claim 2;

【図11】請求項目3の発明における橋梁高欄補修用足
場の斜視図である。
FIG. 11 is a perspective view of a scaffold for repairing a bridge balustrade in the invention of claim 3;

【図12】従来における橋梁高欄補修用足場の説明図で
ある。
FIG. 12 is an explanatory view of a conventional scaffolding for repairing a bridge railing.

【符号の説明】[Explanation of symbols]

1 定着材 11 定着横材 12 定着縦材 13 定着接続縦材 14 上部橋側定着調整部材 15 ナット 16 貫通孔 17a 補強材 17b 〃 17c 補強材 18 定着部 19 止孔 2 吊り材 20 止孔 21 吊り横材 22 下部橋側定着調整部材 25 吊り定着縦材 26 橋下面定着調整部材 27 吊り接続縦材 28 ナット 29 通し材 3 ボルト 30 補強材 4 ボルト 5 はり 6 床板 7 囲い材 1 fixing material 11 fixing horizontal material 12 fixing vertical material 13 fixing connection vertical material 14 upper bridge side fixing adjusting member 15 nut 16 through hole 17a reinforcing material 17b 〃 17c reinforcing material 18 fixing portion 19 stop hole 2 hanging material 20 stop hole 21 suspension Horizontal member 22 Lower bridge side anchorage adjustment member 25 Suspended anchorage vertical member 26 Bridge underside anchorage adjustment member 27 Suspended connection vertical member 28 Nut 29 Through member 3 Bolt 30 Reinforcing member 4 Bolt 5 Beam 6 Floorboard 7 Enclosure

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 定着横材の横方向の一方に、定着縦材を
縦方向に剛結し、他方に、横方向に移動する上部橋側定
着調整部材を取り付けた定着接続縦材を縦方向に剛結し
た定着材の複数を、間隔をおいて、橋梁の地覆又は高欄
をまたいで、地覆又は高欄の内側に定着縦材を、外側に
定着接続縦材を位置させて、定着縦材を橋上面に定着固
定させ、定着接続縦材の上部橋側定着部材を上部橋側面
に調整定着させたのち、横方向に移動可能な下部橋側定
着調整部材を持つ吊り横材に縦方向に移動可能な橋下面
定着調整部材をもつ吊り定着縦材を剛結し、前記定着接
続縦材との接続相当位置に吊り接続縦材を縦方向に剛結
した吊り材を、前記複数の定着材に対応して、橋下面か
ら吊り接続縦材を定着材の定着接続縦材に縦方向に移動
可能な接続構造で接続固定させて一体とし、下部橋側定
着調整部材を下部橋側面に、橋下面定着調整部材を橋下
面に調整定着させ、つぎに、吊り横材に床板を架け渡し
てなることを特徴とする橋梁高欄補修用足場構造。
1. A fixing connecting longitudinal member having a fixing longitudinal member rigidly connected to one longitudinal direction of the fixing lateral member and an upper bridge side fixing adjusting member moving in the lateral direction being attached to the other longitudinal member. A plurality of fixing members rigidly connected to each other are placed at intervals, across the ground cover or balustrade of the bridge, the fixing longitudinal members are located inside the ground covering or balustrade, and the fixing connecting longitudinal members are located outside to fix the fixing longitudinal members. After fixing the material to the upper surface of the bridge and fixing and fixing the upper bridge side fixing member of the fixing connection vertical material on the side surface of the upper bridge, the vertical direction to the hanging horizontal material having the lower bridge side fixing adjustment member that can move in the horizontal direction A suspension fixing vertical member having a movable bridge lower surface fixing adjusting member is rigidly connected, and the suspension connecting vertical member is vertically rigidly connected to a position corresponding to the connection with the fixing connecting vertical member. Corresponding to the material, the suspension connection vertical member is connected from the underside of the bridge to the fixing connection vertical member of the fixing material with a connection structure that can move vertically. It is characterized in that the lower bridge side fixing adjustment member is adjusted and fixed to the lower bridge side surface and the bridge lower surface fixing adjustment member is fixedly fixed to the lower surface of the bridge, and then the floor plate is bridged over the suspension horizontal members. Scaffolding structure for bridge balustrade repair.
【請求項2】 定着横材の横方向の一方に定着縦材を縦
方向に剛結し、他方に、横方向に移動する上部橋側定着
調整部材を取り付けた定着接続縦材を縦方向に剛結した
定着材と、吊り横材に横方向に移動可能な側面定着部材
と縦方向に移動可能な橋下面定着調整部材を持つ吊り定
着縦材とを剛結し、前記定着接続縦材相当位置に吊り接
続縦材を剛結した吊り材とを、定着材の定着接続縦材と
吊り材の吊り接続縦材を縦方向に移動可能な接続構造で
接続して一体としたことを特徴とする橋梁高欄補修用足
場の吊り金具構造。
2. A fixing connecting vertical member having a fixing vertical member rigidly connected to one of the lateral sides of the fixing horizontal member in the vertical direction and having an upper bridge side fixing adjusting member moving in the horizontal direction attached to the other, in the vertical direction. Equivalent to the fixing connection vertical member by rigidly connecting the fixed fixing member, the side fixing member that can move laterally to the hanging horizontal member, and the hanging fixing vertical member that has the bridge lower surface fixing adjustment member that can move vertically. The hanging connection member in which the hanging connection vertical member is rigidly connected to the position is integrally formed by connecting the fixing connection vertical member of the fixing material and the hanging connection vertical member of the hanging member by a connection structure that is vertically movable. Suspension scaffolding structure for scaffolding for bridge railing.
【請求項3】 定着横材の横方向の一方に、定着縦材を
縦方向に剛結し、他方に、横方向に移動する上部橋側定
着調整部材を取り付けた定着接続縦材を縦方向に剛結し
た定着材と、吊り横材に横方向に移動可能な下部橋側定
着調整部材と縦方向に移動可能な橋下面定着調整部材を
持つ吊り定着縦材を剛結し、前記定着接続縦材との接続
相当位置に吊り接続縦材を縦方向に固着した吊り材と
を、定着材の定着接続縦材と吊り材の吊り接続縦材を縦
方向に移動可能な接続構造で接続して一体とした吊り金
具の複数を間隔をおいて並べ、上部橋側定着調整部材、
下部橋側定着調整部材、橋下面定着調整部材を調整定着
させ、吊り横材に床板を架け渡してなることを特徴とす
る橋梁高欄補修用足場構造。
3. A fixing connecting vertical member, in which a fixing vertical member is rigidly connected in the vertical direction to one lateral direction of the fixing horizontal member, and an upper bridge side fixing adjusting member that moves in the horizontal direction is attached to the other, in the vertical direction. The fixing material that is rigidly connected to the suspension, the hanging fixing vertical member that has the lower bridge-side fixing adjustment member that can move laterally to the hanging horizontal member and the bridge lower surface fixing adjustment member that can move vertically, and the fixing connection Connection with vertical members Suspended connection at a position equivalent to the vertical member A vertical member is fixed vertically to the hanging member.Fixing material fixing connection vertical member and hanging material hanging connection Vertical member is connected by a vertically movable connection structure. A plurality of hanging metal fittings that are integrated with each other at an interval, and the upper bridge side fixing adjustment member,
A scaffold structure for bridge balustrade repairs, characterized in that the lower deck side anchorage adjustment member and the bridge underside anchorage adjustment member are adjusted and anchored, and the floor boards are laid over the suspended cross members.
JP22856791A 1991-08-15 1991-08-15 Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure Expired - Lifetime JPH0721166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22856791A JPH0721166B2 (en) 1991-08-15 1991-08-15 Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22856791A JPH0721166B2 (en) 1991-08-15 1991-08-15 Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure

Publications (2)

Publication Number Publication Date
JPH0544202A JPH0544202A (en) 1993-02-23
JPH0721166B2 true JPH0721166B2 (en) 1995-03-08

Family

ID=16878390

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22856791A Expired - Lifetime JPH0721166B2 (en) 1991-08-15 1991-08-15 Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure

Country Status (1)

Country Link
JP (1) JPH0721166B2 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3318549B2 (en) * 1999-12-21 2002-08-26 株式会社ピー・エス Working scaffold for existing bridge
JP3865578B2 (en) * 2000-10-23 2007-01-10 鹿島建設株式会社 Moving scaffold for bridge
JP4348158B2 (en) * 2003-10-10 2009-10-21 鹿島建設株式会社 Suspended scaffolding
FI20070334A0 (en) * 2007-04-27 2007-04-27 Destia Tieliikelaitos Rack system and method for repairing a concrete bridge edge structure
JP4574705B2 (en) * 2008-09-02 2010-11-04 株式会社レジン Suspended scaffolding
CN101942806B (en) * 2010-09-26 2013-01-16 中国水利水电第七工程局有限公司 Bridge girder erection machine protective guard
JP5794461B1 (en) * 2014-06-18 2015-10-14 株式会社テクノプランツ Suspended scaffolding
FI126870B (en) 2014-08-06 2017-07-14 Fast Beam Oy Position
WO2016079372A1 (en) * 2014-11-21 2016-05-26 Fast Beam Oy Scaffolding arrangement

Also Published As

Publication number Publication date
JPH0544202A (en) 1993-02-23

Similar Documents

Publication Publication Date Title
CA2407359C (en) Open web dissymmetric beam construction
KR100700402B1 (en) Steel Cross-beam and Contruction Method by Using it
US5617599A (en) Bridge deck panel installation system and method
PL190117B1 (en) Modular set of components for construction of railway station platforms
US5802652A (en) Bridge deck panel installation system and method
KR102221132B1 (en) Cut-off slope inspection road and its construction method
US8959849B1 (en) Light steel frame structure for deck
JPH0721166B2 (en) Bridge scaffold repair scaffold structure and bridge scaffold repair scaffolding structure
US5924264A (en) Concrete footing and foundation wall system for accurate on-site fittings to manufactured buildings
KR100373783B1 (en) A temporary bracket for construction of precast concrete beam bridge and the temporary work method using the same
CN112538817A (en) Assembled bridge expansion joint and construction process
JPS627344B2 (en)
JP2913436B2 (en) Mobile formwork method and equipment used for the method
KR100381724B1 (en) Inspection plate for a pier
JP3328626B2 (en) Temporary guardrail parts
JP2571751B2 (en) Pier
JP3659766B2 (en) Surface plate construction method and apparatus for building pillars
JP2005171703A (en) Suspended scaffolding
KR100469638B1 (en) Support construction for slab of prestressed concrete beam of bridge
KR19990073084A (en) Formwork method using no prop for the floor concrete of the bridge
JP3082851B2 (en) Construction method of sound absorbing scaffold under viaduct
RU2809450C1 (en) Bracket for installing canopy platform
JPS6215403Y2 (en)
KR102416758B1 (en) Cantilever structure for bridge and construction method of cantilever structure for bridge
KR200285281Y1 (en) Supporting structure for concrete wall

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19950822

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term