JPH08134851A - Wall structure of bridge - Google Patents
Wall structure of bridgeInfo
- Publication number
- JPH08134851A JPH08134851A JP6295993A JP29599394A JPH08134851A JP H08134851 A JPH08134851 A JP H08134851A JP 6295993 A JP6295993 A JP 6295993A JP 29599394 A JP29599394 A JP 29599394A JP H08134851 A JPH08134851 A JP H08134851A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- bridge
- wind
- present
- cover
- 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.)
- Granted
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は各種車輛や歩行者等の走
行、移動する橋梁における防音壁又は防風壁の壁構造の
改良に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in the wall structure of a soundproof wall or a windproof wall in a bridge which travels or moves by various vehicles and pedestrians.
【0002】[0002]
【従来の技術】図6は従来の壁をもつ橋梁の概念的構造
を示す斜視図であり、橋軸方向に延びる複数本の主桁0
10の上に載せた床版02の両側端に近く壁01を立設
しており、この壁は均一材質又は混合材質の充実材であ
るか又は網材を利用して構成したものもあるが、いずれ
も壁面開孔率は一定である。2. Description of the Related Art FIG. 6 is a perspective view showing a conceptual structure of a conventional bridge having a wall, and a plurality of main girders 0 extending in the bridge axis direction.
Walls 01 are erected close to both ends of a floor slab 02 placed on 10, and the wall may be a solid material of a homogeneous material or a mixed material, or a net material may be used. In all cases, the wall surface aperture ratio is constant.
【0003】[0003]
【発明が解決しようとする課題】ところで近年この種橋
梁における防音壁及び防風壁は巨大化しつつあり、橋梁
本体へ加わる風荷重は膨大なものとなり、橋梁の設計・
施工上さまざまな支障をきたしている。By the way, in recent years, the soundproof wall and the windbreak wall of this type of bridge have become huge, and the wind load applied to the bridge body becomes enormous.
There are various obstacles in construction.
【0004】とくに橋梁への動的な空力影響が橋種選定
時の最重要条件となり、建設費に大きな影響を与えてい
る。In particular, the dynamic aerodynamic influence on the bridge is the most important condition when selecting the bridge type, and has a great influence on the construction cost.
【0005】また防風壁は、それを構成する材質の充実
率が高いほど風速の低減効果は大きいが、その設置区間
の境界では走行車輛に対する風速変化が大きく、かえっ
て不安定走行を招く恐れがある。Further, the higher the filling rate of the material forming the windbreak wall is, the greater the effect of reducing the wind speed is. However, at the boundary of the installation section, the wind speed greatly changes with respect to the traveling vehicle, which may lead to unstable running. .
【0006】本発明は上記従来技術の問題点を解決した
新たな橋梁の壁構造を提供することを目的としている。An object of the present invention is to provide a new bridge wall structure that solves the above-mentioned problems of the prior art.
【0007】[0007]
【課題を解決するための手段】前記目的を達成するため
の構成として本発明の橋梁の壁構造は、橋梁の床版上の
側端部に、橋軸方向に亘り立設される壁構造において、
前記壁の一部に、横風の大きさに応じて開口面積を変化
できる通風口を設けたことを特徴としている。As a structure for achieving the above object, a bridge wall structure of the present invention is a wall structure in which a side end portion on a deck of a bridge is erected in the bridge axial direction. ,
It is characterized in that a part of the wall is provided with a ventilation opening whose opening area can be changed according to the magnitude of the lateral wind.
【0008】[0008]
【作用】上記構成よりなる本発明の壁構造においては、
防音壁の場合は低風速では壁の一部(たとえば複数個
所)に開口した開口部(窓)は閉じており、横風が設計
風速に近づくと通風窓が開口するように構成し、また防
風壁の場合は低風速では壁の一部(たとえば複数個所)
に開口した開口部(窓)は開口しており、車輛の安全走
行又は歩行者の歩行に支障を及ぼすほど横風の風速が大
きくなると窓の開口率を小さくし、更に高風速になり橋
梁自体の安全に不安を生じる風速になれば壁の一部が傾
き、風を上方に逃すように通風口を構成する。In the wall structure of the present invention having the above structure,
In the case of a soundproof wall, at low wind speeds, the openings (windows) that open in part of the wall (for example, at multiple locations) are closed, and the ventilation windows are configured to open when the cross wind approaches the design wind speed. In case of low wind speed, part of the wall (for example, multiple places)
The opening (window) that is open to the side is open, and if the crosswind wind speed increases to the extent that it interferes with safe driving of vehicles or walking of pedestrians, the opening ratio of the window becomes smaller, and the wind speed becomes higher and When the wind speed causes safety concerns, a part of the wall inclines and the ventilation port is constructed to let the wind escape upward.
【0009】[0009]
【実施例】以下図面により本発明の実施例について説明
する。図1は本発明の第1実施例に係る橋梁用壁の斜視
図、図2は図1のA部拡大図を示し、また図4は同実施
例の作用説明を示す断面図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of a bridge wall according to a first embodiment of the present invention, FIG. 2 is an enlarged view of part A of FIG. 1, and FIG. 4 is a sectional view showing an operation explanation of the same embodiment.
【0010】これらの図は本発明を防音壁に適用した実
施例を示したもので、図1,図2において床版2の両側
端近くに立設した壁1の側面に多数の開口部4を設け、
内側に開く蓋3がその上縁のヒンジ部に取付けた回転ば
ね5によって支持されている。なお10は主桁で、橋梁
の橋軸方向に複数本設けられている。These figures show an embodiment in which the present invention is applied to a soundproof wall. In FIGS. 1 and 2, a large number of openings 4 are formed on the side surface of the wall 1 which is erected near both ends of the floor slab 2. Is provided
A lid 3 that opens inward is supported by a rotary spring 5 attached to a hinge portion at its upper edge. Note that 10 is a main girder, and a plurality of girders are provided in the bridge axis direction of the bridge.
【0011】また図4に示す断面図では、蓋3が風8に
よって回転ばね5の抗力とバランスした位置まで内側に
向けて開口した状態を示している。Further, the sectional view shown in FIG. 4 shows a state in which the lid 3 is opened toward the inside by the wind 8 to a position balanced with the reaction force of the rotary spring 5.
【0012】次ぎに本発明の第2実施例について説明す
ると、図3は同実施例の斜視図、図5は図3の作用を説
明する断面図である。そして同実施例は本発明を防風壁
に適用した場合を示している。Next, a second embodiment of the present invention will be described. FIG. 3 is a perspective view of the same embodiment, and FIG. 5 is a sectional view for explaining the operation of FIG. The embodiment shows a case where the present invention is applied to a windbreak wall.
【0013】図3,図5において、床版2に立設した壁
1の中に下側をヒンジとして内側に開く可動壁6を設
け、この可動壁6の中に複数個の開口部4を設け下縁を
ヒンジとして外側へ開く蓋3を取付けている。In FIGS. 3 and 5, a movable wall 6 that opens inward with a lower side as a hinge is provided in a wall 1 standing on a floor slab 2, and a plurality of openings 4 are provided in the movable wall 6. A lid 3 is attached which opens outward with the provided lower edge as a hinge.
【0014】なお、前記可動壁6及び蓋3はいずれもそ
のヒンジ部に回転ばね5を装着するか又はその他ばね方
式によって風速に応じた開口率となるよう設定されてい
る。The movable wall 6 and the lid 3 are both set so that the hinges thereof are fitted with the rotary springs 5 or other spring systems so as to have an aperture ratio according to the wind speed.
【0015】この実施例の場合は、防風壁であるから、
壁の受ける横風8の風速が大きくなると車輛の走行に支
障をきたすようになるので蓋5を閉じて行き、風速が更
に大きくなると防風壁の風荷重が橋梁の強度上の問題と
なるため、可動壁6が傾き、横風8を点線図示9の矢示
方向に逃すことによって防風壁に当る風荷重を軽減す
る。この場合、内側に入った風は上方を向くので、防風
壁内を走行する車輛の走行には問題なく、防風壁の役割
を十分に果すことができる。In the case of this embodiment, since it is a windbreak wall,
If the wind speed of the side wind 8 received by the wall becomes large, it will hinder the running of the vehicle, so close the lid 5, and if the wind speed becomes higher, the wind load on the windbreak wall will cause a problem on the strength of the bridge. The wall 6 tilts, and the side wind 8 escapes in the direction of the arrow shown by the dotted line 9 to reduce the wind load on the wind barrier. In this case, since the wind entering the inside faces upward, there is no problem in traveling of the vehicle traveling in the windbreak wall, and the role of the windbreak wall can be sufficiently fulfilled.
【0016】以上本発明の実施例につき縷々説明した
が、本発明は上記実施例に限定されるものでなく本発明
技術思想の範囲内において種々設計変更が可能でありそ
れらは何れも本発明の技術的範囲に属する。Although the embodiments of the present invention have been briefly described above, the present invention is not limited to the above embodiments, and various design changes can be made within the scope of the technical idea of the present invention, and any of them can be applied to the present invention. Belong to the technical scope.
【0017】[0017]
【発明の効果】本発明によれば、橋梁の床版上の側端部
に立設される壁構造において、壁の一部に、横風の大き
さに応じて開口面積を変化できる通風口を設けたことに
より、風速の増大とともに蓋を開いたり(防音壁の場
合)、閉じたり(防風壁の場合)して壁の風荷重を橋梁
の防音壁や防風壁等の目的を損うことなく軽減できるの
で、従来のように壁の設置が橋種選定の決定条件とはな
らない。EFFECTS OF THE INVENTION According to the present invention, in a wall structure which is erected at a side end portion on a floor slab of a bridge, a ventilation opening whose opening area can be changed according to the magnitude of cross wind is provided in a part of the wall. By providing the lid, the lid can be opened (in the case of a soundproof wall) or closed (in the case of a soundproof wall) as the wind speed increases, so that the wind load on the wall can be maintained without impairing the purpose of the soundproof wall or windbreak wall of the bridge. Since it can be reduced, the installation of walls is not the deciding condition for bridge type selection as in the past.
【0018】そして防音壁の場合は開口部からの強風の
吹込みにより、ここからの騒音の漏れは小さくてすみ一
時的なものであるので公害上の問題も少ないし、また防
風壁の場合は車輛走行の安全を図ることができると共
に、強風時の橋梁本体の安全をも図ることができる。In the case of a soundproof wall, a strong wind blows through the opening, so that the leakage of noise from here is small and only temporary, so there is little problem in terms of pollution, and in the case of a windbreak wall. It is possible to ensure the safety of the vehicle running and also the safety of the bridge body in strong wind.
【図1】本発明の第1実施例に係る橋梁用壁の斜視図で
ある。FIG. 1 is a perspective view of a bridge wall according to a first embodiment of the present invention.
【図2】図1におけるA部の拡大図である。FIG. 2 is an enlarged view of part A in FIG.
【図3】本発明の第2実施例の斜視図である。FIG. 3 is a perspective view of a second embodiment of the present invention.
【図4】本発明の第1実施例の作用説明を示す断面図で
ある。FIG. 4 is a sectional view showing an explanation of the operation of the first embodiment of the present invention.
【図5】本発明の第2実施例の作用説明を示す断面図で
ある。FIG. 5 is a sectional view showing an explanation of the operation of the second embodiment of the present invention.
【図6】従来の橋梁用壁を示す斜視図である。FIG. 6 is a perspective view showing a conventional bridge wall.
1 壁 2 床版 3 蓋 4 開口部 5 回転ばね 6 可動壁 8,9 風 10 主桁 1 Wall 2 Floor Slab 3 Lid 4 Opening 5 Rotating Spring 6 Movable Wall 8, 9 Wind 10 Main Girder
フロントページの続き (72)発明者 平井 滋登 長崎市深堀町5丁目717番1号 三菱重工 業株式会社長崎研究所内Front page continuation (72) Inventor Shigeto Hirai 5-717-1 Fukahori-cho, Nagasaki-shi Nagasaki Research Institute, Mitsubishi Heavy Industries, Ltd.
Claims (1)
り立設される壁構造において、前記壁の一部に、横風の
大きさに応じて開口面積を変化できる通風口を設けたこ
とを特徴とする橋梁の壁構造。1. In a wall structure erected at a side end portion on the deck of a bridge in the axial direction of the bridge, a ventilation opening in a part of the wall, the opening area of which can be changed according to the magnitude of cross wind. The wall structure of the bridge characterized by the provision of
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29599394A JP3207691B2 (en) | 1994-11-07 | 1994-11-07 | Bridge wall structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29599394A JP3207691B2 (en) | 1994-11-07 | 1994-11-07 | Bridge wall structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08134851A true JPH08134851A (en) | 1996-05-28 |
JP3207691B2 JP3207691B2 (en) | 2001-09-10 |
Family
ID=17827751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29599394A Expired - Fee Related JP3207691B2 (en) | 1994-11-07 | 1994-11-07 | Bridge wall structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3207691B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100622022B1 (en) * | 2004-09-30 | 2006-09-19 | 주식회사 에이브이티 | Sound Proof Structure Roof Type |
JP2013234444A (en) * | 2012-05-07 | 2013-11-21 | Kobe Steel Ltd | Sound barrier |
JP2014221993A (en) * | 2013-05-14 | 2014-11-27 | 株式会社谷沢製作所 | Damper gear of mobile tunnel sound-insulating wall |
JP2015014745A (en) * | 2013-07-08 | 2015-01-22 | 株式会社神戸製鋼所 | Sound absorption panel |
JP2016029881A (en) * | 2014-07-15 | 2016-03-03 | パナソニックIpマネジメント株式会社 | Photovoltaic power generation panel unit and photovoltaic power generator |
CN107881932A (en) * | 2017-12-14 | 2018-04-06 | 泉州市宏恩新能源汽车科技有限公司 | A kind of adaptive anti-beam wind fence |
CN111519552A (en) * | 2020-04-30 | 2020-08-11 | 招商局重庆交通科研设计院有限公司 | Bridge sound insulation protective screen |
-
1994
- 1994-11-07 JP JP29599394A patent/JP3207691B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100622022B1 (en) * | 2004-09-30 | 2006-09-19 | 주식회사 에이브이티 | Sound Proof Structure Roof Type |
JP2013234444A (en) * | 2012-05-07 | 2013-11-21 | Kobe Steel Ltd | Sound barrier |
JP2014221993A (en) * | 2013-05-14 | 2014-11-27 | 株式会社谷沢製作所 | Damper gear of mobile tunnel sound-insulating wall |
JP2015014745A (en) * | 2013-07-08 | 2015-01-22 | 株式会社神戸製鋼所 | Sound absorption panel |
JP2016029881A (en) * | 2014-07-15 | 2016-03-03 | パナソニックIpマネジメント株式会社 | Photovoltaic power generation panel unit and photovoltaic power generator |
US10418930B2 (en) | 2014-07-15 | 2019-09-17 | Panasonic Intellectual Property Management Co., Ltd. | Solar panel unit and solar power generation apparatus |
CN107881932A (en) * | 2017-12-14 | 2018-04-06 | 泉州市宏恩新能源汽车科技有限公司 | A kind of adaptive anti-beam wind fence |
CN111519552A (en) * | 2020-04-30 | 2020-08-11 | 招商局重庆交通科研设计院有限公司 | Bridge sound insulation protective screen |
Also Published As
Publication number | Publication date |
---|---|
JP3207691B2 (en) | 2001-09-10 |
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Legal Events
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Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20010605 |
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