JP2968494B2 - Permanent scaffolding of viaduct - Google Patents

Permanent scaffolding of viaduct

Info

Publication number
JP2968494B2
JP2968494B2 JP2202497A JP2202497A JP2968494B2 JP 2968494 B2 JP2968494 B2 JP 2968494B2 JP 2202497 A JP2202497 A JP 2202497A JP 2202497 A JP2202497 A JP 2202497A JP 2968494 B2 JP2968494 B2 JP 2968494B2
Authority
JP
Japan
Prior art keywords
viaduct
scaffold
sound absorbing
plate
sound
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 - Fee Related
Application number
JP2202497A
Other languages
Japanese (ja)
Other versions
JPH09184110A (en
Inventor
一生 小西
厚孝 藤井
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.)
KEI EI EMU JUGEN
KENON KOSAN JUGEN
SHIMIZU JUGEN
Original Assignee
KEI EI EMU JUGEN
KENON KOSAN JUGEN
SHIMIZU JUGEN
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
Family has litigation
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Application filed by KEI EI EMU JUGEN, KENON KOSAN JUGEN, SHIMIZU JUGEN filed Critical KEI EI EMU JUGEN
Priority to JP2202497A priority Critical patent/JP2968494B2/en
Publication of JPH09184110A publication Critical patent/JPH09184110A/en
Application granted granted Critical
Publication of JP2968494B2 publication Critical patent/JP2968494B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、高架道路や高架鉄
道等の高架橋(本明細書において、単に「高架橋」とい
う場合がある。)のうち、特に、高架橋の下に道路を併
設した高架橋に設けるのに適した恒久足場に関するもの
である。
BACKGROUND OF THE INVENTION The present invention relates to a viaduct such as an elevated road or an elevated railway (hereinafter sometimes simply referred to as "viaduct"). It concerns a permanent scaffold suitable for installation.

【0002】[0002]

【従来の技術】近年、土地の有効利用の観点から、特に
都市部においては、高架道路や高架鉄道等の高架橋の下
に道路が併設されることが多くなってきている。ところ
で、高架橋は、走行車両が排出する排気ガス、走行車両
による振動、雨水等の厳しい環境に晒され、早期に老朽
化する。これを防止するために、舗装を含む床版の補
修、橋桁に用いられている鋼材の塗装等の補修作業を頻
繁に行う必要がある。
2. Description of the Related Art In recent years, from the viewpoint of effective use of land, especially in urban areas, roads have been frequently installed along viaducts such as elevated roads and elevated railways. By the way, viaducts are exposed to harsh environments such as exhaust gas emitted by traveling vehicles, vibrations from traveling vehicles, rainwater, and the like, and deteriorate rapidly at an early stage. In order to prevent this, it is necessary to frequently perform repair work such as repair of floor slabs including pavements and painting of steel used for bridge girders.

【0003】[0003]

【発明が解決しようとする課題】この補修作業のうち、
床版の下面の補修や橋桁に用いられている鋼材の塗装等
は、補修作業を行う都度、床版の下方に仮設の足場を組
み立て、補修作業が完了すれば撤去するようにしている
ため、作業効率が低いという問題点を有していた。ま
た、仮設の足場上の作業空間には、高架橋を走行する車
両の騒音や高架橋の下に道路を併設した場合には、下方
の道路を走行している車両の騒音が直接伝わることか
ら、この点においても、作業環境がきわめて劣悪であっ
た。さらに、高架橋の下に道路を併設した場合には、下
方の道路を走行している車両の騒音が高架橋の床版によ
り反射し、周辺地域に騒音公害を引き起こすという問題
点を有していた。
[0006] Among the repair work,
For repair of the underside of the floor slab and painting of steel used for the bridge girder, a temporary scaffold is assembled under the floor slab every time repair work is performed, and it is removed when the repair work is completed, There was a problem that work efficiency was low. In addition, the noise of vehicles running on the viaduct and the noise of vehicles traveling on the road below are directly transmitted to the work space on the temporary scaffold if the noise is from vehicles running on the viaduct or if a road is installed under the viaduct. In this respect, the working environment was extremely poor. Furthermore, when a road is provided beneath the viaduct, the noise of vehicles traveling on the lower road is reflected by the floor slab of the viaduct, causing noise pollution in the surrounding area.

【0004】本発明は、上記従来の高架橋の下に道路を
併設した高架橋の有する問題点を解決し、車両の騒音を
低減できるとともに、補修作業の作業効率を向上するこ
とができる高架橋の恒久足場を提供することを目的とす
る。
[0004] The present invention solves the problems of the above-mentioned conventional viaduct in which a road is provided alongside the viaduct, reduces the noise of the vehicle, and improves the work efficiency of the repair work. The purpose is to provide.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、本発明の高架橋の恒久足場は、高架橋の床版の下方
に所定の作業空間を形成して床版の下面を覆うように設
ける恒久足場であって、該恒久足場を、多数の透孔を有
する上面板と、多数の透孔を有し、下方に突出する膨出
部を形成した下面板と、上面板と下面板とに間を形成す
る枠部材と、下面板の膨出部内を含む上面板と下面板と
の間に充填した吸音材とで構成した足場兼用吸音部材
を、作業資材や作業工具等が落下する隙間がないように
配設して構成したことを特徴とする。この場合におい
て、足場兼用吸音部材の枠部材の一方の外側面に載置片
を、他方の外側面に、隣接する足場兼用吸音部材の枠部
材の載置片を支持する受片を形成することができる。
In order to achieve the above object, a permanent scaffold of a viaduct of the present invention is provided with a permanent work space formed under a viaduct floor slab so as to cover a lower surface of the floor slab. A scaffold, wherein the permanent scaffold is provided between an upper surface plate having a number of through holes, a lower surface plate having a number of through holes and having a bulging portion projecting downward, and an upper surface plate and a lower surface plate. And a sound absorbing material filled between the upper surface plate and the lower surface plate including the inside of the swelling portion of the lower surface plate. It is characterized by being arranged and configured as described above. In this case, the mounting piece is formed on one outer surface of the frame member of the scaffolding / sound absorbing member, and the receiving piece for supporting the mounting piece of the frame member of the adjacent scaffolding / sound absorbing member is formed on the other outer surface. Can be.

【0006】上記の構成からなる高架橋の恒久足場は、
高架橋を走行する車両の騒音や高架橋の下方の道路を走
行している車両の騒音を軽減することができることか
ら、恒久足場上の作業空間の作業環境を良好に維持する
ことができ、補修作業を行う都度足場を組み立てる必要
がないことと相俟って、作業効率を向上することがで
き、また、高架橋の周辺地域の騒音を軽減することがで
きる。
The permanent scaffold of the viaduct having the above structure is
Since the noise of vehicles traveling on the viaduct and the noise of vehicles traveling on the road below the viaduct can be reduced, the working environment of the work space on the permanent scaffold can be maintained well, and repair work can be performed. This eliminates the need to assemble a scaffold each time the work is performed, thereby improving work efficiency and reducing noise in the area around the viaduct.

【0007】[0007]

【発明の実施の形態】以下、本発明の高架橋の恒久足場
の実施の形態を図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a viaduct permanent scaffold according to the present invention will be described with reference to the drawings.

【0008】図1並びに図2〜図3(第1実施例)及び
図5〜図6(第2実施例)に示すように、高架道路や高
架鉄道等の高架橋1の床版11の下方に所定の作業空間
4を形成するようにして床版11の下面の略全面を遮蔽
するように覆う恒久足場2を設ける。
As shown in FIG. 1, FIG. 2 to FIG. 3 (first embodiment), and FIG. 5 to FIG. 6 (second embodiment), The permanent scaffold 2 is provided so as to cover a substantially entire lower surface of the floor slab 11 so as to form a predetermined work space 4.

【0009】この恒久足場2は、作業者が作業空間4に
入って床版11の下面の補修や橋桁12に用いられてい
る鋼材の塗装等の補修作業を行うために恒久的に設置さ
れるもので、補修作業時、塗料、鉄筋、コンクリート等
の作業資材や作業工具等が道路6上に落下する隙間がな
いように床版11の下面の略全面を覆うように設けられ
る。これにより、従来の仮設の足場のように補修作業を
行う都度足場を組み立てる必要がなく、安全性が高く、
補修作業の作業環境が良好であることと相俟って、作業
効率を向上することができ、かつ、補修作業時、塗料、
鉄筋、コンクリート等の作業資材や作業工具等が落下す
ることがなく、このため、下方の道路を走行している車
両等に損傷を与えることがないため、これに伴う補償費
用を低減することができる。なお、作業空間4の高さH
は、床版11の下面の補修や橋桁12に用いられている
鋼材の塗装等の補修作業が容易に行うことができる高
さ、例えば、1〜2m程度に設定することが好ましい。
また、この恒久足場2には、作業空間4に作業者が入っ
て補修作業を行うことができるように、橋脚14の近傍
等、適当な箇所に出入口21を形成するようにする。
The permanent scaffold 2 is permanently installed so that the worker enters the work space 4 and repairs the lower surface of the floor slab 11 or repairs the steel material used for the bridge girder 12. It is provided so as to cover substantially the entire lower surface of the floor slab 11 so that there is no gap for work materials such as paint, reinforcing steel, concrete, and the like and work tools to fall on the road 6 at the time of repair work. As a result, there is no need to assemble the scaffold each time repair work is performed as in the case of a conventional temporary scaffold.
Along with the favorable work environment of the repair work, it is possible to improve the work efficiency, and at the time of the repair work, paint,
Work materials such as steel bars and concrete, work tools, etc. do not fall, and this does not damage vehicles running on the road below, so it is possible to reduce the compensation cost associated with this. it can. The height H of the work space 4
The height is preferably set to a height at which the repair work such as the repair of the lower surface of the floor slab 11 or the painting of the steel used for the bridge girder 12 can be easily performed, for example, about 1 to 2 m.
The permanent scaffold 2 is provided with an entrance 21 at an appropriate place such as near the pier 14 so that a worker can enter the work space 4 and perform repair work.

【0010】恒久足場2は、高架橋1の橋桁12に配設
したH形鋼からなる架設部材22と、この架設部材22
に固定部材23を介して固定された足場兼用吸音部材3
からなる。
The permanent scaffold 2 includes an erecting member 22 made of an H-shaped steel disposed on the bridge girder 12 of the viaduct 1, and an erecting member 22.
And sound absorbing member 3 fixed to fixing member 23 via fixing member 23
Consists of

【0011】高架橋1の幅方向の恒久足場2の両外側に
は、ヒンジ51を介して落下防止装置5を、高架橋1の
長手方向に沿って延設する。この落下防止装置5は、高
架橋1の側壁13等の補修作業時、塗料、鉄筋、コンク
リート等の作業資材や作業工具等が道路6上に落下した
り、作業者が転落するのを防止するために設けられるも
ので、通常は、高架橋1の床版11の下方の収納位置に
設置しておき、補修作業時に、チェーン等の調整具52
を操作することによりヒンジ51を中心にして揺動さ
せ、高架橋1の側壁13の下方より外側の張出位置5’
に設置するように構成する。なお、落下防止装置5の張
出幅Wは、高架橋1の側壁13等の補修作業時、塗料、
鉄筋、コンクリート等の作業資材や作業工具等が道路6
上に落下したり、作業者が転落するのを防止できる幅、
例えば、1m程度に設定することが好ましい。落下防止
装置5は、防錆処理した鋼材からなる枠部材53の表面
側(道路6から見える側)にFRP等の複合材料等から
なる化粧板54を配設して構成する。また、この落下防
止装置5は、吸音機能を有するように、例えば、後述す
る足場兼用吸音部材3の構造と同様、裏面側(作業空間
4に面する側)に防錆処理したエキスパンドメタルやパ
ンチングメタル等の多数の透孔を有する金属製板材55
を配設するとともに、この金属製板材55と化粧板54
との間にグラスウール等の吸音材を充填して構成するこ
とができる。また、この落下防止装置5には、作業空間
4に作業者が入って補修作業を行うことができるよう
に、橋脚14の近傍等、適当な箇所に出入口56を形成
するようにする。
On both outer sides of the permanent scaffold 2 in the width direction of the viaduct 1, a fall prevention device 5 is extended via a hinge 51 along the longitudinal direction of the viaduct 1. The fall prevention device 5 is used to prevent work materials such as paint, reinforcing steel, concrete, work tools, and the like from dropping on the road 6 and a worker from falling down at the time of repairing the side wall 13 and the like of the viaduct 1. Usually, it is installed at a storage position below the floor slab 11 of the viaduct 1, and during repair work, an adjusting tool 52 such as a chain is used.
Is operated to swing about the hinge 51, and the overhanging position 5 ′ is located below the side wall 13 of the viaduct 1.
It is configured to be installed in In addition, the overhang width W of the fall prevention device 5 is such that when repairing the side wall 13 and the like of the viaduct 1, paint,
Work materials and work tools such as steel bars and concrete
The width that can prevent falling on top and falling of the worker,
For example, it is preferable to set the distance to about 1 m. The fall prevention device 5 is configured by arranging a decorative plate 54 made of a composite material such as FRP on a surface side (a side seen from the road 6) of a frame member 53 made of a rust-proofed steel material. The fall prevention device 5 has a sound absorbing function, for example, an expanded metal or a punched metal on the back side (the side facing the work space 4), similar to the structure of the scaffold / sound absorbing member 3 described later. Metal plate 55 having many through holes such as metal
And the metal plate 55 and the decorative plate 54
A sound absorbing material such as glass wool may be filled in between them. In addition, the fall prevention device 5 is formed with an entrance 56 at an appropriate place such as near the pier 14 so that a worker can enter the work space 4 and perform repair work.

【0012】足場兼用吸音部材3の第1実施例を、図2
〜図4に示す。この足場兼用吸音部材3は、防錆処理し
たエキスパンドメタルやパンチングメタル等の多数の透
孔を有する金属製板材からなる上面板31と、防錆処理
した金属製板材からなる枠部材32と、アルミニウム製
のパンチングメタル等の多数の透孔を有し、下方に高架
橋1の長手方向に沿って延びる帯状に突出する膨出部を
形成した金属製板材からなる下面板33と、下面板33
の膨出部内を含む上面板31と下面板33との間に充填
したグラスウール等の吸音材34とで構成する。このよ
うに、下面板33の膨出部を帯状に形成することによ
り、騒音の軽減効果を向上することができるとともに、
足場兼用吸音部材3の製造を容易にしてその製造コスト
を低廉にすることができる。
FIG. 2 shows a first embodiment of a scaffold / sound absorbing member 3 according to the present invention.
4 to FIG. The scaffolding / sound absorbing member 3 includes a top plate 31 made of a metal plate having a large number of through-holes such as a rust-proof expanded metal and a punching metal, a frame member 32 made of a rust-proof metal plate, and aluminum. Plate 33 made of a metal plate material having a large number of through holes such as punched metal made of metal, and having a swollen portion protruding downward in a strip shape extending along the longitudinal direction of viaduct 1;
And a sound absorbing material 34 such as glass wool filled between the upper surface plate 31 and the lower surface plate 33 including the inside of the bulging portion. As described above, by forming the bulging portion of the lower surface plate 33 in a band shape, the noise reduction effect can be improved, and
The production of the scaffolding / sound absorbing member 3 can be facilitated and the production cost can be reduced.

【0013】この場合、吸音材34は、グラスウール等
の吸音材34の飛散を防止するために吸音材34の表面
をポリフッ化ビニール等の合成樹脂シート35で覆い、
この合成樹脂シート35が、足場兼用吸音部材3が振動
することにより上面板31及び下面板33に形成した透
孔の縁と接触することにより摩耗したり、補修作業時に
損傷を受けないように、さらにその表面にステンレス製
のワイヤーメッシュ又はグラスクロス36を設けて、下
面板33の膨出部内を含む上面板31と下面板33との
間に配設することが望ましい。また、下面板33の膨出
部内を含む上面板31と下面板33との間に充填する吸
音材を、一体に形成したブロック体で構成することがで
き、これにより、足場兼用吸音部材3の製造を容易に
し、製造コストを低廉にすることができる。
In this case, in order to prevent the sound absorbing material 34 such as glass wool from scattering, the surface of the sound absorbing material 34 is covered with a synthetic resin sheet 35 such as polyvinyl fluoride.
This synthetic resin sheet 35 is worn by contacting the edges of the through holes formed in the upper surface plate 31 and the lower surface plate 33 due to the vibration of the scaffold / sound absorbing member 3 and is not damaged during repair work. Further, it is desirable that a stainless steel wire mesh or glass cloth 36 is provided on the surface thereof, and the wire mesh or glass cloth 36 is disposed between the upper surface plate 31 and the lower surface plate 33 including the inside of the bulging portion of the lower surface plate 33. Further, the sound absorbing material to be filled between the upper surface plate 31 and the lower surface plate 33 including the inside of the bulging portion of the lower surface plate 33 can be constituted by an integrally formed block body. Manufacturing can be facilitated and manufacturing costs can be reduced.

【0014】足場兼用吸音部材3の第2実施例を、図5
〜図7に示す。この足場兼用吸音部材3は、アルミニウ
ム製のパンチングメタル等の多数の透孔を有する金属製
板材からなる上面板31と、アルミニウム製の金属製板
材からなる枠部材32と、アルミニウム製のパンチング
メタル等の多数の透孔を有し、下方に高架橋1の長手方
向に沿って延びる帯状に突出する膨出部を形成した金属
製板材からなる下面板33と、下面板33の膨出部内を
含む上面板31と下面板33との間に充填したグラスウ
ール等の吸音材34とで構成する。
FIG. 5 shows a second embodiment of the sound absorbing member 3 which also serves as a scaffold.
7 to FIG. The scaffolding / sound absorbing member 3 includes an upper surface plate 31 made of a metal plate having many through holes such as an aluminum punched metal, a frame member 32 made of an aluminum metal plate, and an aluminum punched metal. A lower plate 33 made of a metal plate material having a plurality of through-holes and having a band-shaped projecting portion extending downward along the longitudinal direction of the viaduct 1, and an upper portion including the inside of the projecting portion of the lower plate 33. It comprises a sound absorbing material 34 such as glass wool filled between the face plate 31 and the lower surface plate 33.

【0015】この場合において、上面板31及び枠部材
32、さらに、場合によっては、下面板33を、押出成
形により一体成形することができる。また、枠部材32
の一方の外側面に載置片32aを形成し、他方の外側面
に、隣接する足場兼用吸音部材3の枠部材32の載置片
32aを支持する受片32bを形成し、これにより、隣
接する足場兼用吸音部材3間の隙間をなくすことがで
き、高架橋の下方の道路を走行している車両の騒音をよ
り一層軽減することができる。また、吸音材34は、グ
ラスウール等の吸音材34の飛散を防止するために吸音
材34の表面をポリフッ化ビニール等の合成樹脂シート
35で覆い、この合成樹脂シート35が、足場兼用吸音
部材3が振動することにより上面板31及び下面板33
に形成した透孔の縁と接触することにより摩耗したり、
補修作業時に損傷を受けないように、さらにその表面に
ステンレス製のワイヤーメッシュ又はグラスクロス36
を設けて、下面板33の膨出部内を含む上面板31と下
面板33との間に配設することが望ましい。また、下面
板33の膨出部内を含む上面板31と下面板33との間
に充填する吸音材を、一体に形成したブロック体で構成
することができ、これにより、足場兼用吸音部材3の製
造を容易にし、製造コストを低廉にすることができる。
In this case, the upper plate 31 and the frame member 32 and, in some cases, the lower plate 33 can be integrally formed by extrusion. Also, the frame member 32
A mounting piece 32a for supporting the mounting piece 32a of the frame member 32 of the adjacent scaffolding / sound absorbing member 3 is formed on the other outer surface of the mounting piece 32a. The gap between the scaffolding and sound absorbing members 3 can be eliminated, and the noise of the vehicle traveling on the road below the viaduct can be further reduced. The sound absorbing material 34 covers the surface of the sound absorbing material 34 with a synthetic resin sheet 35 such as polyvinyl fluoride in order to prevent scattering of the sound absorbing material 34 such as glass wool. Are vibrated, so that the upper plate 31 and the lower plate 33
Wear due to contact with the edge of the through hole formed in
A stainless steel wire mesh or glass cloth 36 is added on the surface to prevent damage during repair work.
And it is desirable to dispose it between the upper surface plate 31 and the lower surface plate 33 including the inside of the bulge of the lower surface plate 33. Further, the sound absorbing material to be filled between the upper surface plate 31 and the lower surface plate 33 including the inside of the bulging portion of the lower surface plate 33 can be constituted by an integrally formed block body. Manufacturing can be facilitated and manufacturing costs can be reduced.

【0016】足場兼用吸音部材3の第2実施例の第1変
形例を、図8に示す。この足場兼用吸音部材3は、下面
板33の膨出部内を含む上面板31と下面板33との間
に充填する吸音材を、一体に形成したブロック体で構成
するとともに、その中心部に空洞34aを形成したもの
で、これにより、吸音性能を低下させることなく吸音材
の使用量を低減することができ、その製造コストを低廉
にすることができる。なお、この実施例のその他の構成
は、上記第2実施例と同様である。
FIG. 8 shows a first modification of the second embodiment of the scaffold / sound absorbing member 3. The scaffolding-and-sound-absorbing member 3 is formed by integrally forming a sound-absorbing material filled between the upper surface plate 31 and the lower surface plate 33 including the inside of the swelling portion of the lower surface plate 33, and has a hollow at the center thereof. With this configuration, the amount of the sound absorbing material used can be reduced without lowering the sound absorbing performance, and the manufacturing cost can be reduced. The other configuration of this embodiment is the same as that of the second embodiment.

【0017】足場兼用吸音部材3の第2実施例の第2変
形例を、図9に示す。この足場兼用吸音部材3は、枠部
材32の外側面に突出片32c,32cを形成し、隣接
する枠部材32の突出片32c,32c同士が重なり合
うように足場兼用吸音部材3を設置することにより、隣
接する足場兼用吸音部材3間の隙間をなくすことがで
き、高架橋の下方の道路を走行している車両の騒音をよ
り一層軽減することができるようにするとともに、上面
板31の裏面にリブ32dを形成し、上面板31を補強
するようにしたものである。
FIG. 9 shows a second modified example of the second embodiment of the sound absorbing member 3 serving also as a scaffold. The scaffolding / sound absorbing member 3 is formed by forming projecting pieces 32c, 32c on the outer surface of the frame member 32 and installing the scaffolding / sound absorbing member 3 so that the projecting pieces 32c, 32c of the adjacent frame member 32 overlap each other. A gap between adjacent scaffolding / sound absorbing members 3 can be eliminated, noise of a vehicle traveling on a road below the viaduct can be further reduced, and a rib is provided on the rear surface of the upper surface plate 31. 32d is formed to reinforce the upper surface plate 31.

【0018】足場兼用吸音部材3の第2実施例の第3変
形例を、図10に示す。この足場兼用吸音部材3は、上
記第2実施例の第2変形例において、下面板33を枠部
材32に嵌合、係止することにより固定していたのに代
えて、下面板33を枠部材32にビス又は溶接により固
定したものである。なお、この実施例のその他の構成
は、上記第2実施例の第2変形例と同様である。
FIG. 10 shows a third modification of the second embodiment of the scaffolding / sound absorbing member 3. This scaffolding / sound absorbing member 3 is different from the second modification of the second embodiment in that the lower surface plate 33 is fixed to the frame member 32 by fitting and locking the lower surface plate 33 to the frame member 32. It is fixed to the member 32 by screws or welding. The other configuration of this embodiment is the same as that of the second modification of the second embodiment.

【0019】なお、上記第2実施例の第2変形例及び第
3変形例においても、上記第2実施例の第1変形例に示
すように、下面板33の膨出部内を含む上面板31と下
面板33との間に充填する吸音材を、中心部に空洞を有
する一体に形成したブロック体で構成することができ、
これにより、吸音性能を低下させることなく吸音材の使
用量を低減することができ、その製造コストを低廉にす
ることができる。
In the second and third modifications of the second embodiment, as shown in the first modification of the second embodiment, the upper plate 31 including the inside of the bulging portion of the lower plate 33 is also provided. The sound-absorbing material to be filled between the base plate and the lower surface plate 33 can be constituted by an integrally formed block body having a cavity in the center,
As a result, the amount of the sound absorbing material used can be reduced without lowering the sound absorbing performance, and the manufacturing cost can be reduced.

【0020】なお、高架橋1に対する恒久足場2の固定
構造、足場兼用吸音部材3の固定構造、足場兼用吸音部
材3の構造及び材質、落下防止装置5の取付構造並びに
落下防止装置5の構造及び材質等は、上記の実施例のも
のに限定されず、本発明の趣旨を逸脱しない範囲で変更
することができるが、例えば、足場兼用吸音部材3の材
質としては、恒久足場2が走行車両が排出する排気ガ
ス、走行車両による振動、雨水等の厳しい環境に晒され
ることから、防錆処理した鋼材、ステンレスやアルミニ
ウム等の錆びにくい金属材料、合成樹脂、FRP等の複
合材料等、耐候性を有する材料を使用することが望まし
い。
The structure for fixing the permanent scaffold 2 to the viaduct 1, the structure for fixing the sound-absorbing member 3 serving as a scaffold, the structure and material of the sound-absorbing member 3 serving as a scaffold, the mounting structure of the fall prevention device 5, and the structure and material of the fall prevention device 5 Are not limited to those in the above-described embodiment, and can be changed without departing from the spirit of the present invention. For example, as a material of the scaffolding / sound absorbing member 3, the permanent scaffold 2 is Exposed to harsh environments such as exhaust gas, vibrations caused by running vehicles, rainwater, etc., it has weather resistance, such as rust-proofed steel materials, non-rusting metal materials such as stainless steel and aluminum, synthetic resins, and composite materials such as FRP. It is desirable to use materials.

【0021】[0021]

【発明の効果】本発明の恒久足場によれば、高架橋の床
版の下方に所定の作業空間を形成して床版の下面を覆う
ように設ける恒久足場であって、恒久足場を、多数の透
孔を有する上面板と、多数の透孔を有し、下方に突出す
る膨出部を形成した下面板と、上面板と下面板とに間を
形成する枠部材と、下面板の膨出部内を含む上面板と下
面板との間に充填した吸音材とで構成した足場兼用吸音
部材を、作業資材や作業工具等が落下する隙間がないよ
うに配設して構成することにより、高架橋を走行する車
両の騒音や高架橋の下方の道路を走行している車両の騒
音を軽減することができることから、恒久足場上の作業
空間の作業環境を良好に維持することができ、補修作業
を行う都度足場を組み立てる必要がないことと相俟っ
て、作業効率を向上することができ、また、高架橋の周
辺地域の騒音を軽減することができ、さらに、補修作業
時、塗料、鉄筋、コンクリート等の作業資材や作業工具
等が落下することがなく、このため、下方の道路を走行
している車両等に損傷を与えることがないため、これに
伴う補償費用を低減することができる。
According to the permanent scaffold of the present invention, a permanent scaffold is provided under a viaduct floor slab to form a predetermined working space so as to cover the lower surface of the floor slab. An upper plate having a through hole, a lower plate having a number of through holes and forming a downwardly protruding bulge, a frame member forming a space between the upper plate and the lower plate, and a bulge of the lower plate By installing and constructing a scaffolding / sound absorbing member composed of a sound absorbing material filled between the upper surface plate and the lower surface plate including the inside so that there is no gap where working materials and working tools fall, Can reduce the noise of vehicles traveling on roads and the noise of vehicles traveling on roads below viaducts, so that the work environment on the permanent scaffold can be maintained in a good working environment and repair work can be performed. Work efficiency is improved due to the fact that it is not necessary to assemble the scaffold every time In addition, it is possible to reduce the noise in the area around the viaduct, and also to prevent work materials such as paint, reinforcing steel, concrete, etc. from dropping during repair work, and The vehicle traveling on the road is not damaged, so that the compensation cost associated therewith can be reduced.

【0022】また、足場兼用吸音部材の枠部材の一方の
外側面に載置片を、他方の外側面に、隣接する足場兼用
吸音部材の枠部材の載置片を支持する受片を形成するこ
とにより、隣接する足場兼用吸音部材間の隙間をなくす
ことができ、高架橋の下方の道路を走行している車両の
騒音をより一層軽減することができる。
Further, a mounting piece is formed on one outer surface of the frame member of the scaffolding / sound absorbing member, and a receiving piece for supporting the mounting piece of the frame member of the adjacent scaffolding / sound absorbing member is formed on the other outer surface. This can eliminate the gap between the adjacent scaffolding / sound absorbing members, and can further reduce the noise of the vehicle traveling on the road below the viaduct.

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

【図1】本発明の高架橋の恒久足場を有する高架橋の概
観斜視図である。
FIG. 1 is a schematic perspective view of a viaduct having a viaduct permanent scaffold of the present invention.

【図2】同要部斜視図である。FIG. 2 is a perspective view of the main part.

【図3】同要部断面図である。FIG. 3 is a sectional view of the main part.

【図4】本発明の高架橋の恒久足場に用いる足場兼用吸
音部材の第1実施例を示し、(a)は正面図、(b)は
断面図である。
4A and 4B show a first embodiment of a sound-absorbing member which also serves as a scaffold used for a permanent bridge of a viaduct according to the present invention, wherein FIG. 4A is a front view and FIG. 4B is a cross-sectional view.

【図5】本発明の高架橋の恒久足場を有する高架橋の要
部斜視図である。
FIG. 5 is a perspective view of an essential portion of a viaduct having a permanent scaffold of the viaduct of the present invention.

【図6】同要部断面図である。FIG. 6 is a sectional view of the main part.

【図7】本発明の高架橋の恒久足場に用いる足場兼用吸
音部材の第2実施例を示し、(a)は正面図、(b)は
断面図である。
FIGS. 7A and 7B show a second embodiment of a scaffolding / sound absorbing member used for a permanent scaffold of a viaduct according to the present invention, wherein FIG. 7A is a front view and FIG. 7B is a cross-sectional view.

【図8】同第1変形例を示し、(a)は正面図、(b)
は断面図である。
8A and 8B show the first modified example, in which FIG. 8A is a front view and FIG.
Is a sectional view.

【図9】同第2変形例を示し、(a)は正面図、(b)
は断面図である。
FIGS. 9A and 9B show the second modified example, where FIG. 9A is a front view and FIG.
Is a sectional view.

【図10】同第3変形例を示し、(a)は正面図、
(b)は断面図である。
10A and 10B show a third modified example, in which FIG.
(B) is a sectional view.

【符号の説明】[Explanation of symbols]

1 高架橋 11 床版 12 橋桁 13 側壁 14 橋脚 2 恒久足場 3 足場兼用吸音部材 31 上面板 32 枠部材 33 下面板 34 吸音材 4 作業空間 5 落下防止装置 6 道路 DESCRIPTION OF SYMBOLS 1 Viaduct 11 Floor slab 12 Bridge girder 13 Side wall 14 Bridge pier 2 Permanent scaffold 3 Scaffolding combined sound absorbing member 31 Upper surface plate 32 Frame member 33 Lower surface plate 34 Sound absorbing material 4 Work space 5 Fall prevention device 6 Road

フロントページの続き (72)発明者 藤井 厚孝 大阪府堺市南三国ケ丘町3丁2番20号 (58)調査した分野(Int.Cl.6,DB名) E01D 19/10 E01D 21/00 E01F 8/00 Continuation of the front page (72) Inventor Atsutaka Fujii 3-2-2, Minamimikunigaoka-cho, Sakai-shi, Osaka (58) Fields investigated (Int. Cl. 6 , DB name) E01D 19/10 E01D 21/00 E01F 8 / 00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 高架橋の床版の下方に所定の作業空間を
形成して床版の下面を覆うように設ける恒久足場であっ
て、該恒久足場を、多数の透孔を有する上面板と、多数
の透孔を有し、下方に突出する膨出部を形成した下面板
と、上面板と下面板とに間を形成する枠部材と、下面板
の膨出部内を含む上面板と下面板との間に充填した吸音
材とで構成した足場兼用吸音部材を、作業資材や作業工
具等が落下する隙間がないように配設して構成したこと
を特徴とする高架橋の恒久足場。
1. A permanent scaffold provided below a viaduct floor slab to form a predetermined working space so as to cover a lower surface of the floor slab, the permanent scaffold comprising: a top plate having a number of through holes; A lower plate having a number of through holes and having a bulging portion protruding downward, a frame member forming a space between the upper plate and the lower plate, and an upper plate and a lower plate including inside the bulging portion of the lower plate A permanent scaffold of a viaduct, wherein a sound-absorbing member serving also as a scaffold, comprising a sound-absorbing material filled between the scaffold and the sound-absorbing material, is disposed such that there is no gap in which work materials, work tools, and the like fall.
【請求項2】 足場兼用吸音部材の枠部材の一方の外側
面に載置片を、他方の外側面に、隣接する足場兼用吸音
部材の枠部材の載置片を支持する受片を形成したことを
特徴とする請求項1記載の高架橋の恒久足場。
2. A mounting piece is formed on one outer surface of the frame member of the scaffolding / sound absorbing member, and a receiving piece supporting the mounting piece of the frame member of the adjacent scaffolding / sound absorbing member is formed on the other outer surface. The permanent scaffold of the viaduct according to claim 1, characterized in that:
JP2202497A 1997-01-21 1997-01-21 Permanent scaffolding of viaduct Expired - Fee Related JP2968494B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2202497A JP2968494B2 (en) 1997-01-21 1997-01-21 Permanent scaffolding of viaduct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2202497A JP2968494B2 (en) 1997-01-21 1997-01-21 Permanent scaffolding of viaduct

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP26217995A Division JP2676598B2 (en) 1995-09-14 1995-09-14 Sound absorbing material for viaducts that also serves as scaffolds

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP30399A Division JPH11264116A (en) 1999-01-05 1999-01-05 Sound absorbing member used as scaffold of viaduct in common

Publications (2)

Publication Number Publication Date
JPH09184110A JPH09184110A (en) 1997-07-15
JP2968494B2 true JP2968494B2 (en) 1999-10-25

Family

ID=12071429

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2202497A Expired - Fee Related JP2968494B2 (en) 1997-01-21 1997-01-21 Permanent scaffolding of viaduct

Country Status (1)

Country Link
JP (1) JP2968494B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3082851B2 (en) * 1998-11-18 2000-08-28 株式会社デック Construction method of sound absorbing scaffold under viaduct
CN106592456A (en) * 2017-01-16 2017-04-26 中格复合材料(南通)有限公司 Railway line subsidiary facilities and mounting method thereof
CN111560866A (en) * 2020-05-29 2020-08-21 南京同力建设集团股份有限公司 Bridge deck reinforcing structure of post-added sound barrier screen viaduct and construction method thereof

Also Published As

Publication number Publication date
JPH09184110A (en) 1997-07-15

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