KR200360017Y1 - Wind velocity reduction equipment for bridge - Google Patents
Wind velocity reduction equipment for bridge Download PDFInfo
- Publication number
- KR200360017Y1 KR200360017Y1 KR20-2004-0015242U KR20040015242U KR200360017Y1 KR 200360017 Y1 KR200360017 Y1 KR 200360017Y1 KR 20040015242 U KR20040015242 U KR 20040015242U KR 200360017 Y1 KR200360017 Y1 KR 200360017Y1
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- KR
- South Korea
- Prior art keywords
- wind speed
- speed reduction
- bridge
- wall
- reduction wall
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/02—Snow fences or similar devices, e.g. devices affording protection against sand drifts or side-wind effects
- E01F7/025—Devices specially adapted for protecting against wind, e.g. screens, deflectors or attenuators at tunnel or lock entrances
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
본 고안은 교량용 풍속감속벽에 관한 것으로서, 교량의 상부로 불어오는 바람의 풍속을 저감시키므로 안전한 차량운행을 확보할 수 있고, 또한 운전자들의 주변환경을 볼수 있도록 시야를 확보해 줌으로서 즐거운 운행을 할 수 있도록 하는 교량용 풍속감속벽에 관한 것이다.The present invention relates to a wind speed reduction wall for a bridge, which reduces the wind speed of the wind blowing into the upper part of the bridge, thereby ensuring safe vehicle operation and ensuring a pleasant view of the driver's surroundings. It relates to wind speed reduction walls for bridges.
본 고안은, 교량의 방호벽 상부에 설치되는 풍속감속벽에 있어서, 상기 풍속감속벽은, 교량의 방호벽 상부에 설치되는 포스트에 풍속감속패널이 설치되는 구조로 구성되는 한편, 상기 포스트는, 양측에 체결홀이 형성된 ㄷ-자형 기초플레이트 상부에 H-형태의 기둥이 용접고정되고, 상기 풍속감속패널은, 양측으로 절곡부가 형성된 플레이트를 상, 하부로 설치하고, 일정정도 유격을 두어 연결구로 고정하는 것을 특징으로 하는 교량용 풍속감속벽을 제공한다.The present invention is a wind speed reduction wall provided in an upper portion of a firewall of a bridge, wherein the wind speed reduction wall is configured of a structure in which a wind speed reduction panel is provided in a post provided in an upper portion of a firewall of the bridge, while the posts are provided on both sides. H-shaped pillars are welded and fixed to the upper part of the c-shaped foundation plate on which the fastening holes are formed, and the wind speed reduction panel is provided with upper and lower plates with bent portions formed at both sides, and fixed with a connector with a certain amount of play. It provides a wind speed reduction wall for a bridge, characterized in that.
Description
본 고안은 교량용 풍속감속벽에 관한 것으로서, 교량의 상부로 불어오는 바람의 풍속을 저감시키므로 안전한 차량운행을 확보할 수 있고, 또한 운전자들의 주변환경을 볼수 있도록 시야를 확보해 줌으로서 즐거운 운행을 할 수 있도록 하는 교량용 풍속감속벽에 관한 것이다.The present invention relates to a wind speed reduction wall for a bridge, which reduces the wind speed of the wind blowing into the upper part of the bridge, thereby ensuring safe vehicle operation and ensuring a pleasant view of the driver's surroundings. It relates to wind speed reduction walls for bridges.
일반적으로 풍속이 심한 교량에는 차량(20) 주행의 안정성을 확보하기 위해 도 1과 같이 방호벽(10)을 높게 설치하고 있다.In general, in order to ensure the stability of the vehicle 20 running on the severe wind speed, the barrier wall 10 is installed high as shown in FIG. 1.
그러나 이러한 설치방법은 안전을 확보할 수 있지만 주행차량(20) 운전자들에게 답답함는 문제점이 발생되고 또한, 일부 운전자들은 경관을 보기위해 차량을 교량의 한쪽에 세우는 일을 서슴치 않게 하고 있어 차량(20) 충돌사고의 원인을 발생시키고 있는 실정이다.However, this installation method can ensure safety, but the problem of frustration to the driver of the driving vehicle 20 occurs, and some drivers do not hesitate to stop the vehicle on one side of the bridge to view the landscape. It is causing the crash.
본 고안은 상술한 문제점을 감안하여, 본 고안은, 바람이 많은 교량의 방호벽의 상부에 풍속감속벽을 설치하여, 바람의 속도를 이 풍속감속벽에서 최대한 저감시켜 차량운행에 문제점을 억제하고, 또한 주행중에도 외부의 시야를 넓게 하여 안전한 차량통행을 확보할 수 있게 한다.The present invention in view of the above-described problems, the present invention, by installing a wind speed reduction wall on the upper part of the windshield of the windy bridge, to reduce the wind speed as much as possible in the wind speed reduction wall to suppress the problem in the vehicle operation, In addition, the outside view can be widened while driving to ensure safe vehicle traffic.
도 1은 기존의 교량 방호벽의 문제점을 나타내는 단면도.1 is a cross-sectional view showing a problem of a conventional bridge barrier.
도 2는 본 고안의 교량용 풍속감속벽의 설치를 나타내는 단면도.Figure 2 is a cross-sectional view showing the installation of the wind speed reduction wall for bridges of the present invention.
도 3은 본 고안의 교량용 풍속감속벽의 분해상태를 나타내는 도면.Figure 3 is a view showing an exploded state of the wind speed reduction wall for bridges of the present invention.
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
100: 방호벽 200: 차량100: firewall 200: vehicle
300: 풍속감속벽 310: 포스트300: wind speed reduction wall 310: post
320: 풍속감속패널320: wind speed reduction panel
본 고안은 상술한 목적달성을 위해, 본 고안은, 교량의 방호벽 상부에 설치되는 풍속감속벽에 있어서, 상기 풍속감속벽은, 교량의 방호벽 상부에 설치되는 포스트에 풍속감속패널이 설치되는 구조로 구성되는 한편, 상기 포스트는, 양측에 체결홀이 형성된 ㄷ-자형 기초플레이트 상부에 H-형태의 기둥이 용접고정되고, 상기 풍속감속패널은, 양측으로 절곡부가 형성된 플레이트를 상, 하부로 설치하고, 일정정도 유격을 두어 연결구로 고정하는 것을 특징으로 하는 교량용 풍속감속벽을 제공한다.The present invention is to achieve the above object, the present invention, in the wind speed reduction wall is installed on the top of the security barrier of the bridge, the wind speed reduction wall is a structure in which the wind speed reduction panel is installed in the post is installed on the top of the security barrier of the bridge On the other hand, the post, the H-shaped pillars are fixed by welding on the upper part of the c-shaped foundation plate formed with fastening holes on both sides, and the wind speed reduction panel is provided with a plate having bent portions on both sides up and down It provides a wind speed reduction wall for a bridge, characterized in that fixed to the connector with a certain amount of play.
이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.
도 2는 본 고안의 교량용 풍속감속벽의 설치를 나타내는 단면도이고, 도 3은 본 고안의 교량용 풍속감속벽의 분해상태를 나타내는 도면이다.Figure 2 is a cross-sectional view showing the installation of the wind speed reduction wall for bridges of the present invention, Figure 3 is a view showing an exploded state of the wind speed reduction wall for bridges of the present invention.
바람의 영향을 많이 받는 교량에 풍속감속벽(300)을 설치하여 방호벽(100)을 낮춤으로서, 차량(200) 운전자의 시야를 충분히 넓게 확보할 수 있도록 풍속감속벽 (300)이 교량의 방호벽(100) 상부에 체결볼트(314)에 의해 설치된다.By lowering the security barrier 100 by installing the wind speed reduction wall 300 on the bridge affected by the wind, the wind speed reduction wall 300 is used as a security barrier of the bridge so as to secure a wide enough view of the driver of the vehicle 200. 100) is installed by the fastening bolt 314 on the top.
상기 풍속감속벽(300)은, 교량의 방호벽 상부에 설치되는 포스트(310)에 풍속감속패널(320)이 설치되는 구조로 구성되는 한편,The wind speed reduction wall 300 is composed of a structure in which the wind speed reduction panel 320 is installed on the post 310 installed on the upper part of the protection wall of the bridge,
상기 포스트(310)는, 양측에 체결홀(313)이 형성된 ㄷ-자형 기초플레이트 (311) 상부에 H-형태의 기둥(312)이 용접고정되고,The post 310, the H-shaped pillar 312 is welded to the upper portion of the c-shaped base plate 311 is formed with a fastening hole 313 on both sides,
상기 풍속감속패널(320)은, 양측으로 절곡부가 형성된 플레이트를 상, 하부로 설치하고, 일정정도 유격을 두어 연결구(321)로 고정된다.The wind speed reduction panel 320 is installed in the upper and lower plates with the bent portion formed on both sides, and fixed to the connector 321 with a certain amount of play.
상술한 구성에서 알 수 있듯이, 상기 교량용 풍속감속벽(300)은, 바람의 속도를 풍속감속패널(320)에서 저감시켜, 안전한 차량운행을 확보할 수 있고 또한, 방호벽(100)의 높이를 낮춤으로서 교량의 무게를 감소시켜 교량의 공사비의 절감도 가능토록 한다.As can be seen from the configuration described above, the wind speed reduction wall 300 for the bridge is to reduce the wind speed in the wind speed reduction panel 320 to ensure safe vehicle operation and to increase the height of the firewall 100 By lowering the weight of the bridge, the construction cost of the bridge can be reduced.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 교량용 풍속감속벽은, 교량의 외부에서 불어오는 바람의 속도를 저감시켜 안전운행을 확보할 수 있고, 운전자의 시야도 넓게 확보하여 즐거운 운행이 가능토록 하며 또한, 교량 구조물의 무게를 경감시켜 시공비도 절감할 수 있어 경제적인 효과를 높일 수 있다.The wind speed reduction wall for bridges of the present invention can reduce the speed of the wind blowing from the outside of the bridge to ensure safe driving, to ensure a wider driver's field of vision, and to enable a pleasant operation. The construction cost can be reduced by reducing the economic effect.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0015242U KR200360017Y1 (en) | 2004-06-01 | 2004-06-01 | Wind velocity reduction equipment for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0015242U KR200360017Y1 (en) | 2004-06-01 | 2004-06-01 | Wind velocity reduction equipment for bridge |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2004-0039606A Division KR100506000B1 (en) | 2004-06-01 | 2004-06-01 | Wind velocity reduction equipment for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200360017Y1 true KR200360017Y1 (en) | 2004-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0015242U KR200360017Y1 (en) | 2004-06-01 | 2004-06-01 | Wind velocity reduction equipment for bridge |
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| Country | Link |
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| KR (1) | KR200360017Y1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8173607B2 (en) | 2002-12-26 | 2012-05-08 | Amorepacific Corporation | Promoter for the production of hyaluronic acid containing ginsenoside compound K |
| US8258272B2 (en) | 2002-12-28 | 2012-09-04 | Amorepacific Corporation | Agent for controlling Bcl-2 expression comprising ginsenoside F1 as an active component |
-
2004
- 2004-06-01 KR KR20-2004-0015242U patent/KR200360017Y1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8173607B2 (en) | 2002-12-26 | 2012-05-08 | Amorepacific Corporation | Promoter for the production of hyaluronic acid containing ginsenoside compound K |
| US8258272B2 (en) | 2002-12-28 | 2012-09-04 | Amorepacific Corporation | Agent for controlling Bcl-2 expression comprising ginsenoside F1 as an active component |
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