JPH11293631A - Wind shield - Google Patents

Wind shield

Info

Publication number
JPH11293631A
JPH11293631A JP11145498A JP11145498A JPH11293631A JP H11293631 A JPH11293631 A JP H11293631A JP 11145498 A JP11145498 A JP 11145498A JP 11145498 A JP11145498 A JP 11145498A JP H11293631 A JPH11293631 A JP H11293631A
Authority
JP
Japan
Prior art keywords
bridge girder
air
windshield
road
wind
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
Application number
JP11145498A
Other languages
Japanese (ja)
Other versions
JP3615933B2 (en
Inventor
Kiyonori Kushioka
清則 串岡
Shinsuke Tokoro
伸介 所
Isao Kurahashi
勲 倉橋
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP11145498A priority Critical patent/JP3615933B2/en
Publication of JPH11293631A publication Critical patent/JPH11293631A/en
Application granted granted Critical
Publication of JP3615933B2 publication Critical patent/JP3615933B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the quantity of crosswind on the upper face of a structure by connecting air intake ports provided on the side part of a structure to air blowout ports upward opening through ducts. SOLUTION: Many air intake ports 2 receiving crosswind W are provided in a line on the side part of a structure such as a bridge girder 1, and air blowout ports 3 opening upward are formed on the upper face of the side part of the bridge girder 1. The air intake port 2 and the air blowout port 3 are connected together through a duct 4. Then, when the crosswind W blows, air flowing in from the air intake port 2 passes through the duct 4, and blows out upward from the air blowout port 3. Hereby, the quantity of crosswind W on the road 5 on the upper face of the bridge girder 1 is reduced, and safety of running of a vehicle 6 and the like can be assured. It is unnecessary to provide a high wind shield wall on the side part of the bridge girder 1, and degradation of sceneries and wind resisting stability can be avoided.

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、橋梁,道路等の防
風手段として用いられるウインドシールドに関する。な
お、本発明はビルの屋上(陸屋根部分)の縁部などにも
適用することができる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a windshield used as windbreak means for bridges, roads and the like. The present invention can also be applied to the edge of a building roof (land roof).

【0002】[0002]

【従来の技術】図8に従来一般的に使われてきた防風柵
Fを示す。風を防ぐために道路の両脇に遮蔽板または透
過板としての防風柵Fを設置することにより、道路に吹
く横風を遮ったり低減したりすることができる。しか
し、この従来の遮風壁は、道路わきに壁を立てるもので
あるため、周りの景観を遮ってしまい景色を楽しむこと
ができないという問題がある。また、台風や季節風など
のより強い風が吹いた場合、車両は走行していないため
遮風壁は必要でないにもかかわらず、強風に対する遮風
壁の強度確保が必要になる。さらに、遮風壁を橋梁など
に設置した場合、強風時の橋梁の耐風安定性は悪化する
傾向にあるという問題もある。
2. Description of the Related Art FIG. 8 shows a conventional windbreak fence F generally used. By installing a windbreak fence F as a shielding plate or a transmission plate on both sides of the road in order to prevent the wind, it is possible to block or reduce the crosswind blowing on the road. However, since the conventional wind shield wall stands on the side of the road, there is a problem that the surrounding landscape is blocked and the scene cannot be enjoyed. Further, when a strong wind such as a typhoon or a seasonal wind blows, it is necessary to secure the strength of the wind shield wall against strong winds even though the vehicle is not traveling and no wind shield wall is required. Furthermore, when a wind shield wall is installed on a bridge or the like, there is a problem that the wind resistance stability of the bridge in a strong wind tends to deteriorate.

【0003】また、図9に示すように、従来の遮風壁10
aを設ける場合は、橋脚塔8等に対して塔周辺までの道
路側に壁を立てるものであるため、急激な風速の低下
(塔後流での)を招いてしまい、車両の走行性に対して
不安定になる問題がある。
Further, as shown in FIG.
When a is provided, since a wall is provided on the road side to the periphery of the pier tower 8 or the like, a sharp decrease in the wind speed (at the wake of the tower) is caused, and the traveling performance of the vehicle is reduced. There is a problem of becoming unstable.

【0004】[0004]

【発明が解決しようとする課題】本発明は、風の向きに
応じて橋梁やビル等の構造物へ流入する空気の流れを適
切に導くことにより、景観を遮ることなく耐風安定性の
向上を図れるようにしたウインドシールドを提供するこ
とを課題とする。
SUMMARY OF THE INVENTION The present invention improves the wind resistance without obstructing the landscape by appropriately guiding the flow of air flowing into structures such as bridges and buildings according to the direction of the wind. An object of the present invention is to provide a windshield that can be achieved.

【0005】[0005]

【課題を解決するための手段】前述の課題を解決するた
め、本発明のウインドシールドは、構造物の側部に設け
られた空気取入口と、同構造物の上面に上方へ向けて開
口するように形成された空気吹出口と、上記の空気取入
口と空気吹出口とを接続するダクトとをそなえたことを
特徴としている。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a windshield according to the present invention is provided with an air inlet provided on a side portion of a structure and an upward opening on an upper surface of the structure. An air outlet formed as described above and a duct connecting the air inlet and the air outlet are provided.

【0006】上述の本発明のウインドシールドでは、横
風が吹くと構造物の側部の空気取入口から風が流入し、
同構造物内のダクトを通過した空気は同構造物上面の空
気吹出口から上方へ吹き出されるので、構造物(道路や
ビルの屋上)における横風の量が低減されるようにな
る。
In the above-described windshield of the present invention, when the cross wind blows, the wind flows in from the air inlet on the side of the structure,
Since the air that has passed through the duct in the structure is blown upward from the air outlet on the upper surface of the structure, the amount of crosswind in the structure (the road or the roof of the building) is reduced.

【0007】また、構造物の側部に十分な高さの遮風壁
を設けて横風を受け止める必要が無いので、景観や耐風
安定性の悪化を招くことが無い。そして、強風時に遮風
壁へ作用する風力も従来の場合より小さくなるので、強
度設計の点からみても有利となる。
In addition, there is no need to provide a wind shield wall of sufficient height on the side of the structure to receive a cross wind, so that the landscape and wind stability are not deteriorated. In addition, since the wind acting on the wind shield wall when the wind is strong is smaller than in the conventional case, it is advantageous from the viewpoint of strength design.

【0008】また、上記構造物が橋桁として構成され、
上記ダクトの中間部にダンパーが設けられて流量の調整
を可能にすると、十分な遮風効果を得たいときに、上記
ダクトの通過風量を増加させ、遮風効果の必要が無いと
きは上記ダクトの通過風量を減少させて、橋梁としての
耐風安定性の悪化を最小限にとどめることが可能にな
る。
[0008] Further, the above structure is constituted as a bridge girder,
If a damper is provided in the middle part of the duct to enable the flow rate to be adjusted, the amount of air passing through the duct is increased when a sufficient wind shielding effect is desired. It is possible to reduce the amount of wind passing through the bridge and minimize the deterioration of wind resistance as a bridge.

【0009】さらに、本発明のウインドシールドは、橋
桁を支持する橋脚塔の外側の壁部に横風を受ける空気取
入口が形成されるとともに、同空気取入口を通じ上記橋
脚塔の内部へ流入した空気を上記橋桁の道路上へ水平に
吹き出すための水平なスリット状空気吹出口が、上記橋
脚塔における道路側の壁部に形成されていることを特徴
としている。
Further, in the windshield of the present invention, an air intake for receiving a cross wind is formed on an outer wall of the pier tower supporting the bridge girder, and the air flowing into the pier tower through the air intake is formed. A horizontal slit-shaped air outlet for horizontally blowing the bridge girder onto the road is formed in the road-side wall of the pier tower.

【0010】上述の本発明のウインドシールドでは、橋
脚塔の外側の壁部における空気取入口へ流入した横風
が、橋脚塔と橋桁との相互に隣接する部分で同橋脚塔の
道路側の壁部に形成された水平なスリット状空気吹出口
から道路上へ水平に吹き出されるようになり、これによ
り橋脚塔で遮られていた道路上の横風が増速されるた
め、橋脚塔の近傍における道路上の風速はほぼ一様にな
る。したがって、道路上を走行する車両の走行安定性が
改善されるようになる。
[0010] In the windshield of the present invention described above, the crosswind that has flowed into the air intake in the outer wall of the pier tower is a portion of the pier tower adjacent to the bridge girder on the road side of the pier tower. The horizontal slit-shaped air outlet formed on the road allows the air to be blown horizontally onto the road, which increases the crosswind on the road that was blocked by the pier tower. The upper wind speed becomes almost uniform. Therefore, the traveling stability of the vehicle traveling on the road is improved.

【0011】また、本発明のウインドシールドは、橋桁
を支持する橋脚塔の外側の壁部に横風を受ける空気取入
口が形成されるとともに、同空気取入口を通じ上記橋脚
塔の内部へ流入した空気を上記橋桁の道路側へ吹き出す
ための空気吹出口が上記橋脚塔における道路側の壁部に
形成され、同空気吹出口から吹き出す空気の流れを橋軸
方向へ案内する邪魔板が、上記空気吹出口の前面からや
や離隔した位置に配設されていることを特徴としてい
る。
In the windshield of the present invention, an air intake for receiving a cross wind is formed on an outer wall portion of a pier tower supporting a bridge girder, and air flowing into the pier tower through the air intake is formed. An air outlet for blowing air to the road side of the bridge girder is formed on the road side wall of the pier tower, and a baffle plate for guiding the flow of air blown from the air outlet in the bridge axis direction is provided by the air blower. It is characterized in that it is arranged at a position slightly separated from the front of the exit.

【0012】上述の本発明のウインドシールドでは、橋
脚塔の外側の壁部における空気取入口へ流入した横風
が、橋脚塔と橋桁との相互に隣接する部分で、同橋脚塔
の道路側の壁部に形成された空気吹出口から吹き出され
ると、同空気吹出口の前面からやや離隔した邪魔板に当
たって橋軸方向へ二分された流れとなって、これらの空
気流が橋脚塔近傍の横風と干渉し、これにより道路上へ
吹き込む横風の強さが、橋脚塔へ近づくにつれて漸減す
るようになる。このようにして、道路上の風速が橋脚塔
近傍で急変するのを防止できるので、道路上を走行する
車両の走行安定性が改善されるようになる。
In the windshield of the present invention described above, the cross wind that has flowed into the air intake in the outer wall of the pier tower is a portion of the pier tower and the bridge girder adjacent to each other, and the wall on the road side of the pier tower. When the air is blown out from the air outlet formed in the section, it hits a baffle plate slightly separated from the front of the air outlet and becomes a flow that is bisected in the bridge axis direction.These air flows and the crosswind near the pier tower Interference, which causes the strength of the crosswind blowing onto the road to gradually decrease as it approaches the pier tower. In this way, it is possible to prevent the wind speed on the road from suddenly changing near the pier tower, so that the running stability of the vehicle traveling on the road is improved.

【0013】さらに本発明のウインドシールドは、橋桁
の側部に、横風を上昇流に変える凹弯曲面をそなえたノ
ーズ部材が設けられるとともに、同ノーズ部材を回動さ
せて上記橋桁の内部へ格納しうるノーズ部材格納機構が
設けられたことを特徴としている。
Further, the windshield of the present invention is provided with a nose member having a concave curved surface for changing a cross wind into an upward flow at a side portion of the bridge girder, and the nose member is rotated to be stored inside the bridge girder. A nose member storage mechanism is provided.

【0014】上述の本発明のウインドシールドでは、橋
桁に吹き付ける横風が強くなって同橋桁上の道路を走行
する車両の走行安定性を高める必要が生じると、ノーズ
部材が橋桁内の格納部から回動して起立し、同ノーズ部
材の凹弯曲面により横風の流れを上方へ向かう空気流に
変換する作用が行われる。
In the above-described windshield of the present invention, when the crosswind blowing on the bridge girder becomes strong and it becomes necessary to increase the running stability of the vehicle traveling on the road on the bridge girder, the nose member is rotated from the storage portion in the bridge girder. The nose member moves and stands up, and the concave curved surface of the nose member converts the crosswind flow into an upward airflow.

【0015】このようにして、走行車両の安全性が高め
られる一方、橋桁上の風速低減が必要とされない区域や
時間帯では、上記ノーズ部材が橋桁内へ回動した格納状
態に保たれるので、同ノーズ部材の使用による上記橋桁
の耐風安定性の悪化が回避されるようになる。
In this way, while the safety of the traveling vehicle is enhanced, the nose member is kept in the retracted state in the bridge girder in an area or time zone where the wind speed is not required to be reduced. Thus, the use of the nose member prevents the bridge girder from deteriorating the wind resistance.

【0016】[0016]

【発明の実施の形態】以下、図面により本発明の実施形
態について説明すると、図1は本発明の第1実施形態と
してのウインドシールドをそなえた橋桁の模式的な横断
面図、図2は本発明の第2実施形態としてのウインドシ
ールドをそなえた橋桁の模式的な横断面図、図3は本発
明の第3実施形態としてのウインドシールドをそなえた
橋桁の要部を模式的に示す斜視図、図4は本発明の第4
実施形態としてのウインドシールドをそなえた橋桁の要
部を模式的に示す斜視図、図5は本発明の第5実施形態
としてのウインドシールドをそなえた橋桁の模式的な横
断面図、図6(a),(b)はいずれも図5におけるノーズ
部材の作用状態を示す説明図、図7は図6(b)の斜視図
である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic cross-sectional view of a bridge girder having a windshield according to a first embodiment of the present invention; FIG. FIG. 3 is a schematic cross-sectional view of a bridge girder having a windshield as a second embodiment of the present invention, and FIG. 3 is a perspective view schematically showing a main part of a bridge girder having a windshield as a third embodiment of the present invention. FIG. 4 shows a fourth embodiment of the present invention.
FIG. 5 is a perspective view schematically showing a main part of a bridge girder having a windshield as an embodiment. FIG. 5 is a schematic cross-sectional view of a bridge girder having a windshield as a fifth embodiment of the present invention. FIGS. 7A and 7B are explanatory views showing the operation state of the nose member in FIG. 5, and FIG. 7 is a perspective view of FIG. 6B.

【0017】まず本発明の第1実施形態について説明す
ると、図1に示すように、構造物としての橋桁1の側部
に、横風Wを受ける多数の空気取入口2が列設されてお
り、橋桁1の側部上面には上方へ向けて開口する空気吹
出口3が形成されてる。そして、空気取入口2と空気吹
出口3とは、ダクト4を介して接続されている。
First, a first embodiment of the present invention will be described. As shown in FIG. 1, a large number of air intakes 2 for receiving a cross wind W are arranged in a row on a side of a bridge girder 1 as a structure. An air outlet 3 opening upward is formed on the upper surface of the side of the bridge girder 1. The air inlet 2 and the air outlet 3 are connected via a duct 4.

【0018】また、本発明の第2実施形態では、図2に
示すように、前述の第1実施形態と同様の構成におい
て、さらに、ダクト4の中間部に流量調整の可能なダン
パー7が介装されている。
In the second embodiment of the present invention, as shown in FIG. 2, a damper 7 capable of adjusting a flow rate is provided at an intermediate portion of the duct 4 in the same configuration as that of the first embodiment. Is equipped.

【0019】上述の本発明の第1および第2実施形態の
各ウインドシールドでは、横風が吹くと橋桁1の側部の
空気取入口2から風が流入し、同橋桁1内のダクト4を
通過した空気は同橋桁1の上面の空気吹出口3から上方
へ吹き出される。これにより、橋桁1の上面の道路2に
おける横風の量が低減されるようになり、車両6の走行
安全性が保たれるようになる。
In each of the windshields according to the first and second embodiments of the present invention described above, when a cross wind blows, wind flows in from the air inlet 2 on the side of the bridge girder 1 and passes through the duct 4 in the bridge girder 1. The blown air is blown upward from an air outlet 3 on the upper surface of the bridge girder 1. As a result, the amount of crosswind on the road 2 on the upper surface of the bridge girder 1 is reduced, and the traveling safety of the vehicle 6 is maintained.

【0020】また橋桁1の側部に十分な高さの遮風壁を
設けて横風を受け止める必要が無いので、景観や耐風安
定性の悪化を招くことが無い。そして、強風時に遮風壁
へ作用する風力も従来の場合より小さくなり、強度設計
の点からみても有利となる。
Since there is no need to provide a wind shield wall having a sufficient height on the side of the bridge girder 1 to receive the cross wind, the landscape and the stability of wind resistance do not deteriorate. In addition, the wind acting on the wind shield wall when the wind is strong is also smaller than in the conventional case, which is advantageous from the viewpoint of strength design.

【0021】また、図2に示す第2実施形態のように、
ダクト4の中間部にダンパー7が設けられて流量の調整
が可能になると、十分な遮風効果を得たいときに、上記
ダクト4の通過風量を増加させ、遮風効果の必要が無い
ときはダクト4の通過風量を減少させて、起こりうる橋
梁としての耐風安定性の悪化を最小限にとどめることが
可能になる。
Also, as in the second embodiment shown in FIG.
When the damper 7 is provided in the middle part of the duct 4 and the flow rate can be adjusted, when it is desired to obtain a sufficient wind shielding effect, the amount of air passing through the duct 4 is increased, and when the wind shielding effect is not required. By reducing the amount of air flowing through the duct 4, it is possible to minimize possible deterioration of wind resistance as a bridge.

【0022】次に本発明の第3実施形態としてのウイン
ドシールドについて説明すると、図3に示すように、橋
桁1を支持する橋脚塔8の外側の壁部に、横風を受ける
水平なスリット状の空気取入口9が形成されるととも
に、同空気取入口9を通じ橋脚塔8の内部へ流入した空
気を橋桁1の道路5上へ水平に吹き出すための水平なス
リット状空気吹出口10が、橋脚塔8における道路側の壁
部に形成されている。また道路5の両側には水平なスリ
ットを有する遮風壁10aが立設されている。
Next, a description will be given of a windshield as a third embodiment of the present invention. As shown in FIG. 3, a horizontal slit-like shape receiving a cross wind is provided on an outer wall of a pier tower 8 supporting a bridge girder 1. An air inlet 9 is formed, and a horizontal slit-shaped air outlet 10 for horizontally blowing air flowing into the pier tower 8 through the air inlet 9 onto the road 5 of the bridge girder 1 is provided with a pier tower. 8 is formed on the wall on the road side. On both sides of the road 5, wind shield walls 10a having horizontal slits are erected.

【0023】上述の第3実施形態のウインドシールドで
は、橋脚塔8の外側の壁部における空気取入口9へ流入
した横風が、橋脚塔8と橋桁1との相互に隣接する部分
で同橋脚塔8の道路側の壁部に形成された水平なスリッ
ト状空気吹出口10から道路5上へ水平に吹き出されるよ
うになる。
In the windshield according to the third embodiment described above, the cross wind flowing into the air intake 9 in the outer wall of the pier tower 8 causes the pier tower 8 and the bridge girder 1 to be adjacent to each other at the portion adjacent to each other. 8 is horizontally blown out onto the road 5 from a horizontal slit-shaped air outlet 10 formed in the wall portion on the road side.

【0024】これにより橋脚塔8で遮られていた道路5
上の横風が増速されるため、橋脚塔8の近傍における道
路5上の風速はほぼ一様になる。したがって、道路5上
を走行する車両の走行安定性が改善されるようになる。
The road 5 blocked by the pier tower 8
Since the upper cross wind is accelerated, the wind speed on the road 5 near the pier tower 8 becomes substantially uniform. Therefore, the traveling stability of the vehicle traveling on the road 5 is improved.

【0025】次に本発明の第4実施形態としてのウイン
ドシールドについて説明すると、図4に示すように本実
施形態の場合も、橋桁1を支持する橋脚塔8の外側の壁
部に横風を受ける空気取入口11が形成されるとともに、
同空気取入口11を通じ橋脚塔8の内部へ流入した空気を
橋桁1の道路5側へ吹き出すための図示しない空気吹出
口が、橋脚塔8の道路5側の壁部に形成されており、同
空気吹出口から吹き出す空気の流れを橋軸方向へ案内す
る邪魔板12が、上記空気吹出口の前面からやや離隔した
位置に配設されている。
Next, a windshield as a fourth embodiment of the present invention will be described. As shown in FIG. 4, also in this embodiment, a cross wind is applied to the outer wall of the pier tower 8 supporting the bridge girder 1. While the air intake 11 is formed,
An air outlet (not shown) for blowing out the air flowing into the pier tower 8 through the air intake 11 toward the road 5 side of the bridge girder 1 is formed in the wall of the pier tower 8 on the road 5 side. A baffle plate 12 for guiding the flow of air blown out from the air outlet in the bridge axis direction is provided at a position slightly separated from the front surface of the air outlet.

【0026】上述の第4実施形態のウインドシールドで
は、橋脚塔8の外側の壁部における空気取入口11へ流入
した横風が、橋脚塔8と橋桁1との相互に隣接する部分
で同橋脚塔8の道路5側の壁部に形成された空気吹出口
から吹き出されると、同空気吹出口の前面からやや離隔
した邪魔板12に当たって橋軸方向へ二分された流れとな
って、これらの空気流が橋脚塔8近傍の横風と干渉し、
これにより道路5上へ吹き込む横風の強さが、橋脚塔8
へ近づくにつれて漸減するようになる。このようにし
て、道路5上の風速が橋脚塔8近傍で急変するのを防止
できるので、道路5上を走行する車両の走行安定性が改
善されるようになる。
In the windshield of the fourth embodiment described above, the cross wind flowing into the air intake port 11 on the outer wall of the pier tower 8 causes the pier tower 8 and the bridge girder 1 to be adjacent to each other at the portion adjacent to each other. When the air is blown out from the air outlet formed on the wall of the road 5 on the road 5 side, it hits a baffle plate 12 slightly separated from the front surface of the air outlet and forms a flow divided into two in the bridge axis direction. The current interferes with the crosswind near the pier tower 8,
As a result, the strength of the cross wind blowing on the road 5 is increased by the pier tower 8
It gradually decreases as it approaches. In this way, it is possible to prevent the wind speed on the road 5 from changing abruptly in the vicinity of the pier tower 8, so that the running stability of the vehicle traveling on the road 5 is improved.

【0027】次に本発明の第5実施形態としてのウイン
ドシールドについて説明すると、図5に示すように、橋
桁1の側部に、横風Wを上昇流aに変える凹弯曲面13a
をそなえたノーズ部材13が設けられており、同ノーズ部
材13は、図6に示すように不使用時には回動軸14を介し
橋桁1の内部へ回動して格納されるようになっている。
Next, a description will be given of a windshield as a fifth embodiment of the present invention. As shown in FIG.
A nose member 13 having a nose member 13 is provided. When the nose member 13 is not used, the nose member 13 is rotatably stored inside the bridge girder 1 via the rotary shaft 14 as shown in FIG. .

【0028】そして、ノーズ部材13の出没する穴にはカ
バー16が施されるようになっている。カバー16は回動軸
17を介し回動可能になっており、図6(b)および図7に
示すように、ノーズ部材13の使用時には駆動装置18付き
回動軸17により回動して開放状態とされる。また図6
(b)および図7に示すノーズ部材13の使用状態では、同
ノーズ部材13を起立状態に保持できるように、図示しな
いストッパーが用いられる。
A cover 16 is provided on a hole of the nose member 13 in which the nose member 13 protrudes and retracts. Cover 16 is a pivot
As shown in FIGS. 6B and 7, when the nose member 13 is used, the nose member 13 is turned by the turning shaft 17 with the driving device 18 to be in an open state. FIG.
In the use state of the nose member 13 shown in FIG. 7B and FIG. 7, a stopper (not shown) is used so that the nose member 13 can be held upright.

【0029】上述の第5実施形態のウインドシールドで
は、橋桁1に吹き付ける横風が強くなって同橋桁1上の
道路を走行する車両の走行安定性を高める必要が生じる
と、ノーズ部材13が橋桁1内の格納部から回動して起立
し、同ノーズ部材13の凹弯曲面13aにより横風の流れを
上方へ向かう空気流aに変換する作用が行われる。
In the windshield of the fifth embodiment described above, when the cross wind blowing on the bridge girder 1 becomes strong and it becomes necessary to increase the running stability of the vehicle traveling on the road on the bridge girder 1, the nose member 13 is attached to the bridge girder 1. The nose member 13 is turned upright from the storage portion, and the concave curved surface 13a of the nose member 13 converts the crosswind flow into an upward airflow a.

【0030】このようにして、走行車両の安全性が高め
られる一方、橋桁1上の風速低減が必要とされない区域
や時間帯では、ノーズ部材13が橋桁1内へ回動した格納
状態に保たれるので、同ノーズ部材13の使用による橋桁
1の耐風安定性の悪化が回避されるようになる。
In this way, while the safety of the traveling vehicle is improved, the nose member 13 is kept in the retracted state in which the nose member 13 is turned into the bridge girder 1 in an area or time zone where the wind speed reduction is not required on the bridge girder 1. Therefore, deterioration of the wind resistance of the bridge girder 1 due to the use of the nose member 13 can be avoided.

【0031】[0031]

【発明の効果】以上詳述したように、本発明のウインド
シールドによれば次のような効果が得られる。 (1) 横風が吹くと構造物の側部の空気取入口から風が流
入し、同構造物内のダクトを通過した空気は同構造物上
面の空気吹出口から上方へ吹き出されるので、構造物
(道路やビルの屋上)における横風の量が低減されるよ
うになる。また、上記構造物の側部に十分な高さの遮風
壁を設けて横風を受け止める必要が無いので、景観や耐
風安定性の悪化を招くことが無い。そして、強風時に遮
風壁へ作用する風力も従来の場合より小さくなるので、
強度設計の点からみても有利となる。 (2) 上記構造物が橋桁として構成され、上記ダクトの中
間部にダンパーが設けられて流量の調整を可能にする
と、十分な遮風効果を得たいときに、上記ダクトの通過
風量を増加させ、遮風効果の必要が無いときは上記ダク
トの通過風量を減少させて、橋梁としての耐風安定性の
悪化を最小限にとどめることが可能になる。 (3) 橋脚塔の外側の壁部における空気取入口へ流入した
横風が、橋脚塔と橋桁との相互に隣接する部分で同橋脚
塔の道路側の壁部に形成された水平なスリット状空気吹
出口から道路上へ水平に吹き出されるようにすると、橋
脚塔で遮られていた道路上の横風が増速されるため、橋
脚塔の近傍における道路上の風速はほぼ一様になる。し
たがって、道路上を走行する車両の走行安定性が改善さ
れるようになる。 (4) 橋脚塔の外側の壁部における空気取入口へ流入した
横風が、橋脚塔と橋桁との相互に隣接する部分で、同橋
脚塔の道路側の壁部に形成された空気吹出口から吹き出
され、同空気吹出口の前面からやや離隔した邪魔板に当
たって橋軸方向へ二分された流れになると、これらの空
気流が橋脚塔近傍の横風と干渉し、これにより道路上へ
吹き込む横風の強さが、橋脚塔へ近づくにつれて漸減す
るようになる。このようにして、道路上の風速が橋脚塔
近傍で急変するのを防止できるので、道路上を走行する
車両の走行安定性が改善されるようになる。 (5) 橋桁に吹き付ける横風が強くなって同橋桁上の道路
を走行する車両の走行安定性を高める必要が生じた場合
に、ノーズ部材が橋桁内の格納部から回動して起立し、
同ノーズ部材の凹弯曲面により横風の流れを上方へ向か
う空気流に変換する作用が行なわれると、走行車両の安
全性が高められる。そして、橋桁上の風速低減が必要と
されない区域や時間帯では、上記ノーズ部材が橋桁内へ
回動した格納状態に保たれるので、同ノーズ部材の使用
による上記橋桁の耐風安定性の悪化が回避されるように
なる。
As described above, according to the windshield of the present invention, the following effects can be obtained. (1) When a cross wind blows, the wind flows in from the air inlet on the side of the structure, and the air that has passed through the duct inside the structure is blown upward from the air outlet on the top of the structure. The amount of crosswind on an object (a road or the roof of a building) is reduced. Further, there is no need to provide a wind shield wall of sufficient height on the side of the structure to receive the cross wind, so that the landscape and the stability of the wind resistance do not deteriorate. And since the wind acting on the windshield during strong winds is smaller than in the past,
This is advantageous from the viewpoint of strength design. (2) If the above structure is configured as a bridge girder and a damper is provided in the middle of the duct to enable adjustment of the flow rate, it is necessary to increase the amount of air passing through the duct when obtaining a sufficient wind shielding effect. When there is no need for a wind-shielding effect, it is possible to reduce the amount of air passing through the duct and minimize the deterioration of wind resistance as a bridge. (3) Cross-wind that has flowed into the air intake on the outer wall of the pier tower forms horizontal slit-like air formed on the road-side wall of the pier tower at the part adjacent to the pier tower and the bridge girder. If the air is blown out horizontally onto the road from the outlet, the crosswind on the road blocked by the pier tower is increased, so that the wind speed on the road near the pier tower becomes almost uniform. Therefore, the traveling stability of the vehicle traveling on the road is improved. (4) The crosswind that has flowed into the air intake on the outer wall of the pier tower is adjacent to the pier tower and the bridge girder, and from the air outlet formed on the road side wall of the pier tower. When the air is blown out and hits a baffle slightly separated from the front of the air outlet, it becomes bifurcated in the direction of the bridge axis.These air flows interfere with the crosswind near the pier tower, thereby increasing the strength of the crosswind blowing on the road. Will gradually decrease as you approach the pier tower. In this way, it is possible to prevent the wind speed on the road from suddenly changing near the pier tower, so that the running stability of the vehicle traveling on the road is improved. (5) If the crosswind blowing on the bridge girder becomes stronger and it becomes necessary to increase the running stability of vehicles traveling on the road on the bridge girder, the nose member rotates from the storage section in the bridge girder and stands up,
When the function of converting the crosswind flow into an upward airflow is performed by the concave curved surface of the nose member, the safety of the traveling vehicle is enhanced. And, in the area and time zone where the wind speed reduction is not required on the bridge girder, since the nose member is kept in the retracted state rotated into the bridge girder, the use of the nose member deteriorates the wind resistance stability of the bridge girder. Will be avoided.

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

【図1】本発明の第1実施形態としてのウインドシール
ドをそなえた橋桁の模式的な横断面図である。
FIG. 1 is a schematic cross-sectional view of a bridge girder having a windshield as a first embodiment of the present invention.

【図2】本発明の第2実施形態としてのウインドシール
ドをそなえた橋桁の模式的な横断面図である。
FIG. 2 is a schematic cross-sectional view of a bridge girder having a windshield as a second embodiment of the present invention.

【図3】本発明の第3実施形態としてのウインドシール
ドをそなえた橋桁の模式的な横断面図である。
FIG. 3 is a schematic cross-sectional view of a bridge girder having a windshield according to a third embodiment of the present invention.

【図4】本発明の第4実施形態としてのウインドシール
ドをそなえた橋桁の模式的な横断面図である。
FIG. 4 is a schematic cross-sectional view of a bridge girder having a windshield according to a fourth embodiment of the present invention.

【図5】本発明の第5実施形態としてのウインドシール
ドをそなえた橋桁の模式的な横断面図である。
FIG. 5 is a schematic cross-sectional view of a bridge girder having a windshield according to a fifth embodiment of the present invention.

【図6】(a),(b)図はいずれも図5におけるノーズ部
材の作用状態を示す説明図である。
6 (a) and 6 (b) are explanatory views showing the operation state of the nose member in FIG.

【図7】図6(b)の斜視図である。FIG. 7 is a perspective view of FIG. 6 (b).

【図8】従来の橋桁の一例を示す横断面図である。FIG. 8 is a cross-sectional view showing an example of a conventional bridge girder.

【図9】従来の橋脚塔付き橋桁の一部を示す斜視図であ
る。
FIG. 9 is a perspective view showing a part of a conventional bridge girder with a pier tower.

【符号の説明】[Explanation of symbols]

1 橋桁 2 空気取入口 3 空気吹出口 4 ダクト 5 道路 6 車両 7 ダンパー 8 橋脚塔 9 空気取入口 10 空気吹出口 10a 遮風壁 11 空気取入口 12 邪魔板 13 ノーズ部材 13a 凹弯曲面 14 回動軸 15 駆動装置 16 カバー 17 回動軸 18 駆動装置 F 防風柵 W 横風 a 上昇流 DESCRIPTION OF SYMBOLS 1 Bridge girder 2 Air inlet 3 Air outlet 4 Duct 5 Road 6 Vehicle 7 Damper 8 Pier tower 9 Air inlet 10 Air outlet 10a Wind barrier 11 Air inlet 12 Baffle plate 13 Nose member 13a Concave curved surface 14 Rotation Axis 15 Drive 16 Cover 17 Rotating axis 18 Drive F Windbreak f W Crosswind a Upflow

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 構造物の側部に設けられた空気取入口
と、同構造物の上面に上方へ向けて開口するように形成
された空気吹出口と、上記の空気取入口と空気吹出口と
を接続するダクトとをそなえたことを特徴とする、ウイ
ンドシールド。
1. An air inlet provided on a side of a structure, an air outlet formed to open upward on an upper surface of the structure, and the air inlet and the air outlet described above. A windshield, characterized by having a duct for connecting with the windshield.
【請求項2】 請求項1に記載のウインドシールドにお
いて、上記構造物が橋桁として構成され、上記ダクトの
中間部に流量調整の可能なダンパーが介装されたことを
特徴とする、ウインドシールド。
2. The windshield according to claim 1, wherein the structure is configured as a bridge girder, and a damper capable of adjusting a flow rate is interposed at an intermediate portion of the duct.
【請求項3】 橋桁を支持する橋脚塔の外側の壁部に横
風を受ける空気取入口が形成されるとともに、同空気取
入口を通じ上記橋脚塔の内部へ流入した空気を上記橋桁
の道路上へ水平に吹き出すための水平なスリット状空気
吹出口が、上記橋脚塔における道路側の壁部に形成され
ていることを特徴とする、ウインドシールド。
3. An air intake for receiving a cross wind is formed on an outer wall of the pier tower supporting the bridge girder, and air flowing into the inside of the pier tower through the air intake is formed on a road of the bridge girder. A windshield, wherein a horizontal slit-shaped air outlet for blowing out horizontally is formed in a wall on the road side of the pier tower.
【請求項4】 橋桁を支持する橋脚塔の外側の壁部に横
風を受ける空気取入口が形成されるとともに、同空気取
入口を通じ上記橋脚塔の内部へ流入した空気を上記橋桁
の道路側へ吹き出すための空気吹出口が上記橋脚塔にお
ける道路側の壁部に形成され、同空気吹出口から吹き出
す空気の流れを橋軸方向へ案内する邪魔板が、上記空気
吹出口の前面からやや離隔した位置に配設されているこ
とを特徴とする、ウインドシールド。
4. An air intake for receiving a cross wind is formed on an outer wall portion of the pier tower supporting the bridge girder, and air flowing into the inside of the pier tower through the air intake is directed to a road side of the bridge girder. An air outlet for blowing is formed on a road side wall of the pier tower, and a baffle plate for guiding a flow of air blown from the air outlet in a bridge axis direction is slightly separated from a front surface of the air outlet. A windshield, which is disposed at a position.
【請求項5】 橋桁の側部に、横風を上昇流に変える凹
弯曲面をそなえたノーズ部材が設けられるとともに、同
ノーズ部材を回動させて上記橋桁の内部へ格納しうるノ
ーズ部材格納機構が設けられたことを特徴とする、ウイ
ンドシールド。
5. A nose member storing mechanism which is provided on a side portion of a bridge girder with a nose member having a concavely curved surface for changing a cross wind into an upward flow, and which can rotate the nose member to be stored inside the bridge girder. A windshield, characterized in that a windshield is provided.
JP11145498A 1998-04-07 1998-04-07 Windshield Expired - Fee Related JP3615933B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11145498A JP3615933B2 (en) 1998-04-07 1998-04-07 Windshield

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11145498A JP3615933B2 (en) 1998-04-07 1998-04-07 Windshield

Publications (2)

Publication Number Publication Date
JPH11293631A true JPH11293631A (en) 1999-10-26
JP3615933B2 JP3615933B2 (en) 2005-02-02

Family

ID=14561643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11145498A Expired - Fee Related JP3615933B2 (en) 1998-04-07 1998-04-07 Windshield

Country Status (1)

Country Link
JP (1) JP3615933B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013064293A (en) * 2011-09-20 2013-04-11 Railway Technical Research Institute Air fence forming apparatus utilizing train wind of railroad
JP2024021025A (en) * 2022-08-02 2024-02-15 福建省交通規劃設計院有限公司 Air flow curtain barrier device that automatically guides and weakens crosswind of bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013064293A (en) * 2011-09-20 2013-04-11 Railway Technical Research Institute Air fence forming apparatus utilizing train wind of railroad
JP2024021025A (en) * 2022-08-02 2024-02-15 福建省交通規劃設計院有限公司 Air flow curtain barrier device that automatically guides and weakens crosswind of bridge

Also Published As

Publication number Publication date
JP3615933B2 (en) 2005-02-02

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