KR200200299Y1 - Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs - Google Patents
Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs Download PDFInfo
- Publication number
- KR200200299Y1 KR200200299Y1 KR2020000007264U KR20000007264U KR200200299Y1 KR 200200299 Y1 KR200200299 Y1 KR 200200299Y1 KR 2020000007264 U KR2020000007264 U KR 2020000007264U KR 20000007264 U KR20000007264 U KR 20000007264U KR 200200299 Y1 KR200200299 Y1 KR 200200299Y1
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- steel pipe
- circular steel
- traffic sign
- cross
- circular
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- 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
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/604—Upright bodies, e.g. marker posts or bollards; Supports for road signs specially adapted for particular signalling purposes, e.g. for indicating curves, road works or pedestrian crossings
- E01F9/608—Upright bodies, e.g. marker posts or bollards; Supports for road signs specially adapted for particular signalling purposes, e.g. for indicating curves, road works or pedestrian crossings for guiding, warning or controlling traffic, e.g. delineator posts or milestones
-
- 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
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
본 고안은 도로에 설치되는 교통표지판의 원형 강관 지주(POST)와 가로보(HORIZONTAL MEMBER)에 있어서, 자중 및 풍하중에 의해 발생되는 모멘트, 축력, 전단력에 저항하는 힘을 높이기 위해 단면 2차 모멘트와 단면적이 크게 되도록 지주와 가로보 원형강관 내부에 ' ┃ ' , ' ╋ ' 등 방사선형 모양의 철재 보강리브를 내설 고정하는 것을 특징으로 하는 교통표지판용 원형 강관 지주와 가로보의 구조에 관한 것이다.The present invention is designed to increase the force to resist moments, axial forces and shear forces caused by self and wind loads in circular steel pipe struts and horizontal beams of traffic signs installed on roads. The present invention relates to a structure of a circular steel pipe pillar and a cross beam for a traffic sign, which is characterized by internally fixing steel reinforcing ribs such as '┃' and '╋' inside the pillar and the cross beam circular steel pipe so as to be large.
Description
본 고안은 도로에 설치되는 교통표지판의 강관 지주(POST)와 가로보(HORIZONTAL MEMBER)의 구조에 관한 것으로, 지주와 가로보가 보다 큰 자중과 풍하중에 견딜 수 있도록 한 것이다.The present invention relates to the structure of the POST and HORIZONTAL MEMBER of traffic signs installed on the road, and the pillars and crossbeams can withstand greater weight and wind load.
일반적으로 교통표지판에 쓰이는 지주 및 가로보는 주변도로의 미관과 통행하는 차량 및 사람이 부딪힐 경우를 감안하여 반드시 원형 강관으로 제작하고 있 다.Generally, it is made of round steel pipe in consideration of the aesthetics of the surrounding roads and lands used for traffic signs, and the traffic of vehicles and people. All.
구조재로 사용되는 강관의 경우 단면 형상에 따라 자중 및 외력에 저항하는 힘의 크기가 결정된다. 즉, 축력과 전단력은 부재의 단면적이, 모멘트는 단면2차 모멘트가 그 주요 인자이다. 구조재로 사용되는 강관의 경우 외경과 두께가 표준화되어 생산되기 때문에 종래에는 부재가 받을 수 있는 응력이 부족할 경우 동일 외경에서 두께가 두꺼운 관을, 그래도 부족할 경우 외경이 큰 관을 선택해 왔다. 그러나 교통표지판 지주의 경우 지주 설치에 따르는 도로점유 면적과 교통시야 축소로 인한 교통 소통장애가 발생되는 점을 고려할 때 외경이 큰 관으로 선택하는 것이 좋지않다. 가로보는 내민보(캔틸레바)형태로 자중, 미관 등을 고려할 때 외경이 작을수록 유리하다. 또한 교통표지판을 설치한 후 오랜 시간이 지나면 풍하중으로 인한 모멘트가 누적, 반복되는 등으로 지주의 심한 흔들림, 가로보의 처짐의 현상이 나타나 통행인의 불안감과 도로 환경의 악영향을 미친다.In the case of steel pipes used as structural members, the cross-sectional shape determines the magnitude of the force that resists its own weight and external forces. That is, the axial force and the shear force are the cross-sectional area of the member, the moment is the main factor is the cross-sectional secondary moment. In the case of steel pipes used as structural members, since the outer diameter and thickness are standardized and produced, conventionally, when the stress that a member lacks is insufficient, a thick tube is used at the same outer diameter, and when the steel pipe is insufficient, a large outer diameter is selected. However, in the case of traffic sign props, it is not recommended to select a pipe with a large outer diameter considering the area of road occupied by the installation of the prop and the traffic obstacles caused by the reduction of traffic field. The cross beam is advantageous in the form of an inner beam (cantilever) in view of its own weight and aesthetics. In addition, after a long time after the installation of traffic signs, the moment due to wind load accumulates and repeats, causing severe shaking of the landlord and sagging of crossbeams, which affects the anxiety of passers-by and the road environment.
이와 같은 기존의 문제점을 보완하기 위하여 본 고안은 교통표지판의 지주와 가로보에 단면적과 단면2차 모멘트를 크게하여 구조용재로서의 저항응력을 높여 보겠다는 것이다. 즉, 지주와 가로재 강관의 내부 공간에 구조해석을 통하여 구해진 적절한 치수와 모양의 철재 보강리브를 내설 고정시킴으로 관의 단면적과 단면2차 모멘트를 크게하여 종래의 사용되어온 지주와 가로재의 외경보다 좀 더 작은 외경의 강관으로 사용 가능토록 하는데 그 목적이 있다.In order to supplement the existing problems, the present invention intends to increase the resistance stress as a structural material by increasing the cross-sectional area and the cross-sectional secondary moment in the props and cross beams of traffic signs. In other words, by internally fixing steel reinforcement ribs of appropriate dimensions and shapes obtained through structural analysis in the internal spaces of the pillars and cross-section steel pipes, the cross-sectional area and cross-sectional secondary moment of the pipes are enlarged, which is more than the outer diameter of the conventional posts and cross-sections used Its purpose is to make it possible to use a smaller diameter steel pipe.
도1 및 도2는 본 고안을 적용 교통표지판 설치 예를 나타낸 도면들.1 and 2 are diagrams showing an example of a traffic sign installation applying the present invention.
도3은 도1 및 도2의 A-A선 단면도3 is a cross-sectional view taken along the line A-A of FIGS. 1 and 2;
도4는 도1 및 도2의 B-B선 단면도4 is a cross-sectional view taken along line B-B in FIGS. 1 and 2;
도5 및 도6은 도1 및 도2의 A-A선 및 B-B선 단면도로서 본 고안의 ' ╋ '자형 및 방사선형의 보강리브를 내설한 예를 나타낸 단면도들5 and 6 are cross-sectional views taken along line A-A and line B-B of FIGS. 1 and 2 showing examples of '보강' -shaped and radiation type reinforcing ribs of the present invention.
<도면의 주요 부분에 대한 부호의 설명><Description of the code | symbol about the principal part of drawing>
1: 교통표지판 지주 2: 교통표지판 가로보1: traffic sign prop 2: traffic sign crossroad
3: 교통표지판 4: 보강리브3: Traffic sign 4: Reinforcement rib
이러한 목적을 달성하기 위한 본 고안의 기술적 구성을 살펴보기로 한다.To look at the technical configuration of the present invention to achieve this purpose.
교통표지판 지주 및 가로보 내부 공간에 ' ┃ ' 자형, ' ╋ ' 자형등 방사선형 모양의 철재 보강리브를 내설 고정 시키는 것을 특징으로 하고 있다.It is characterized by internally fixing steel reinforcing ribs such as '┃' shape and '╋' shape in traffic sign props and cross beams.
본 고안의 실시 예를 첨부한 도면을 참고하여 설명하면 다음과 같다.An embodiment of the present invention will be described with reference to the accompanying drawings.
본 고안의 보강리브가 내설된 교통표지판 원형 강관 지주와 가로재가 필요 할 때 먼저 구조해석을 통하여 강관의 외경, 두께, 보강리브의 치수 및 형상을 구한 다음 설계에 맞게 보강리브를 제작하여 압밀등의 방법을 통하여 강관 (도3의1, 도4의2) 내경에 집어넣는다. (도3의4, 도4의4) 그리고 강관과 내설된 보강리브를 용접, 볼트고정금구등을 이용하여 고정하도록 한다, 도5 및 도6은 ' ╋ ' 자형,형등의 보강리브를 내설한 원형 강관의 단면도들이다.When the traffic sign circular steel pipe props and cross members with reinforced ribs of the present invention are needed, first obtain the outer diameter, thickness, size and shape of the reinforcing ribs through structural analysis, and then manufacture the reinforcing ribs according to the design. Insert the steel pipe (Fig. 3, Fig. 2, 2) into the inner diameter through. (4, 4, 4) and the steel pipes and internal reinforcing ribs are fixed by welding, bolt fixing brackets, etc. FIGS. 5 and 6 have a '''shape, Sectional views of round steel pipes with reinforcing ribs.
상기와 같은 본 고안에 의하면 교통표지판의 지주 및 가로재로 쓰이는 원형강관에 있어서 관 내부에 철재 보강리브를 내설 시킴으로써 지주와 가로재의 단면적과 단면 2차 모멘트가 크게되어 지주와 가로재가 풍하중 및 기타하중에 저항할 수 있는 응력이 크게 되어 좀 더 작은 외경으로 사용이 가능하게 된다. 따라서 교통장애가 완화 될 뿐만 아니라 강성이 높아지므로 심한 흔들림, 가로보의 처짐 등을 월등히 개선할 수 있다.According to the present invention as described above, in the round steel pipes used as props and cross members of traffic signs, the steel reinforcing ribs are placed inside the pipes so that the cross-sectional area and cross-sectional secondary moments of the posts and cross members are increased, so that the posts and cross members are wind loads and other The stress that can resist is increased, so that it can be used with a smaller outer diameter. Therefore, not only the traffic obstacles are alleviated, but also the rigidity is increased, which can greatly improve severe shaking and sagging.
또한 주행하는 차량이 표지판 지주에 충돌시 발생하는 전단력에 대응하는 저항력도 증가되어 대형 충돌시 표지판 지주가 절단되어 발생되는 피해도 감소시킬 수 있다.In addition, the resistance that corresponds to the shear force generated when the driving vehicle hits the sign posts is also increased, thereby reducing the damage caused by cutting the sign posts during a large collision.
또한 교통표지판에 지주와 가로보 제작에 사용하는 원형 강관의 경우 외경과 두께가 표준화되어 생산되기 때문에 종래에는 응력이 부족하여 한 단계 높은 외경을 채택했을 경우 필요치 이상의 잉여 단면을 사용해야 하는 문제점도 있었다.In addition, since the outer diameter and thickness of the circular steel pipe used for the production of props and crossbeams on the traffic sign are standardized and produced, there was a problem in that, when the outer diameter was adopted due to lack of stress, a surplus cross section more than necessary was used.
그러나 본 고안의 경우 이런 문제점도 적절히 대처할 수 있으므로 경제적인 측면에서도 유용한 고안인 것이다.However, the present invention is a useful design in terms of economics because it can cope with such problems properly.
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Priority Applications (1)
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KR2020000007264U KR200200299Y1 (en) | 2000-01-26 | 2000-03-14 | Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs |
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KR1020000003805A KR20000024164A (en) | 2000-01-26 | 2000-01-26 | Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs |
KR2020000007264U KR200200299Y1 (en) | 2000-01-26 | 2000-03-14 | Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs |
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KR1020000003805A Division KR20000024164A (en) | 2000-01-26 | 2000-01-26 | Structure of circular steel pipe props and crossbeams for traffic signs with reinforced ribs |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101173593B1 (en) * | 2011-11-30 | 2012-08-13 | 김선미 | Mounting apparatus comprising penetrating rib for establishing road facility |
KR102504725B1 (en) * | 2021-09-03 | 2023-02-28 | 주식회사현진테크 | Assembly type wireless traffic light pole |
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2000
- 2000-03-14 KR KR2020000007264U patent/KR200200299Y1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101173593B1 (en) * | 2011-11-30 | 2012-08-13 | 김선미 | Mounting apparatus comprising penetrating rib for establishing road facility |
KR102504725B1 (en) * | 2021-09-03 | 2023-02-28 | 주식회사현진테크 | Assembly type wireless traffic light pole |
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