KR200316028Y1 - Vibration Damping Device of Cable Stayed Bridge - Google Patents
Vibration Damping Device of Cable Stayed Bridge Download PDFInfo
- Publication number
- KR200316028Y1 KR200316028Y1 KR20-2002-0024188U KR20020024188U KR200316028Y1 KR 200316028 Y1 KR200316028 Y1 KR 200316028Y1 KR 20020024188 U KR20020024188 U KR 20020024188U KR 200316028 Y1 KR200316028 Y1 KR 200316028Y1
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- cable
- stayed bridge
- bridge
- damping device
- stayed
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/04—Cable-stayed bridges
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/023—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using fluid means
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
본 고안은 교량의 장경간화에 따른 시공 공법중 현수교 및 사장교 공법이 많이 적용되고 있으나, 그 중에서도 특히 사장교의 경우 상부거더(상판)를 케이블로 지지한 비교적 강성이 낮은 구조물이어서 특히 바람에 의한 케이블 진동이 크게 문제시 되어 케이블 진동을 억제시켜 사장교 케이블의 안전성과 내구성을 제고 시키기 위한 장치임.In the present design, suspension bridges and cable-stayed bridges are widely used in the construction methods due to the long span of bridges, but especially cable-stayed bridges have relatively low rigidity that supports upper girders (tops) with cables. This is a big problem to suppress cable vibration and improve the safety and durability of cable-stayed bridge cables.
Description
사장교는 강성이 낮은 구조물이어서 거더의 풍동실험을 실시하고 동적 내풍 안전성을 상세히 검토하게 되나, 교량의 장경간화에 따라 바람에 의한 케이블 자체 진동도 큰 문제로 대두되어 그에 대한 대책이 더욱 고려되고 있는 추세임.Since the cable-stayed bridge is a structure with low rigidity, the wind tunnel test of the girder is conducted and the dynamic wind safety is examined in detail.However, due to the long span of the bridge, the vibration of the cable itself caused by the wind is also a big problem, and the countermeasures are further considered. being.
그 진동 발생원인은 학술적으로 다음의 세가지 현상에 의하여 발생된다고 한다.The cause of vibration is academically reported to be caused by the following three phenomena.
첫째, 바람이 케이블을 통과하면서 와류가 발생하여 이 와류의 주파수가 케이블의 고유진동수와 일치하게 될때 생기는 경우와,First, when the wind passes through the cable and vortices occur, the frequency of this vortex coincides with the cable's natural frequency.
둘째, 강우를 동반한 바람이 불때 케이블의 상하면에 두개의 수로가 형성되어 케이블 단면이 공기역학적으로 불안전한 단면을 이루게 되면서 발생되는 강우진동(Rain Vibration)이 있고,Secondly, when the wind accompanied by rain, two channels are formed on the upper and lower sides of the cable, resulting in rain vibration, which occurs when the cable cross section forms an aerodynamically unstable cross section.
셋째, 케이블이 병렬로 배치되어 있을때 앞쪽 케이블을 통과한 바람의 흐름이 뒤쪽 케이블을 진동시키는 항적갤럽핑(Wave Gallopping)에 의한 진동이 발생되는 것으로 알려져 있다.Third, when the cables are arranged in parallel, it is known that the wind flow through the front cable causes vibration by Wave Gallopping, which causes the rear cable to vibrate.
따라서 본 고안은 사장교 케이블에서 어쩔수 없이 발생되는 이와 같은 진동을 억제시키기 위한 장치로서, 분해 조립이 용이하고 진동흡수력과 억제 효과를 극대화시킨 구조로서 신설교량 및 기 시공된 사장교 케이블에 공히 쉽게 설치 시공할 수 있도록 고안된 사장교 케이블의 진동억제 장치이다.Therefore, the present invention is a device for suppressing the vibration that is inevitably generated in the cable-stayed bridge cable, is easy to disassemble and assemble, and maximizes the vibration absorption and suppression effect, it can be easily installed and installed on the new bridge and cable-stayed cable Vibration suppression device of cable-stayed bridge cable designed to
교량이 장경간화 하고 또는 계곡이 깊은 험준한 지역, 수심이 깊은 바다나 강 등을 통과할 경우 특히 사장교 공법을 많이 채택하여, 주탑(Main Tower)에 연결된 케이블로 교량의 상판을 지지하는 구조로 시공하게 되는 사장교 공법의 교량에 있어서는 비,바람 또는 통행 차량에 의해 케이블에 발생하게 되는 진동을 적절히 억제하지 않으면 이는 케이블 연결부등에 피로하중이 누적되어 케이블이 절단되는 대형사고로 이어질수 있다.When the bridge is long spanned or passes through rugged areas with deep valleys, deep seas or rivers, especially the cable-stayed bridge method is adopted, and the construction of the bridge is supported by cables connected to the main tower. In the case of the bridge of the cable-stayed bridge method, if the vibration generated in the cable by rain, wind or traffic vehicle is not adequately suppressed, this may lead to a large accident in which the fatigue load is accumulated at the cable connection part and the cable is cut.
이에 따라 사장교 케이블에 발생되는 진동을 흡수하여 억제시키기 위한 장치가 그동안 개발되어 일부 적용되고 있었으나, 대부분 고무로된 방진 패드(PAD)를 이용한 것으로서, 이들은 비교적 진동흡수 용량이 작고, 진동에 의한 거동 진폭이 작은 단점을 지니고 있다.As a result, a device for absorbing and suppressing vibration generated in the cable-stayed bridge cable has been developed and applied in part, but most of them are made of rubber pads (PADs), which are relatively small in vibration absorption capacity and have a vibration amplitude. This has a small drawback.
본 고안은 위에서 시술한 종래의 문제점을 해소함은 물론, 설치 및 시공이 용이하며, 점검과 유지보수 또한 손쉬운 장점과 함께 본질적인 목적인 사장교 케이블의 진동억제를 효과적으로 수행할수 있도록 고안된 장치로서, 본 고안은 종래의 고무를 사용한 방진 패드(PAD) 형태의 제진장치와 근본적으로 다른, 특수유체(Silicon Putty)를 충진한 감쇠장치(Damper)를 케이블을 중심으로 케이블의 교축방향의 방사형 배치로 케이블의 진동을 직접 수용하여 흡수 감쇠시키는 구조이며, 특수유체(Silicon Putty)를 이용한 감쇠장치(Damper)는 발생된 진동에 대해 수용할수 있는 힘과 진폭이 매우 크고 유용한 장치이다.The present invention solves the conventional problems described above, as well as easy to install and install, and the device is designed to effectively perform the vibration suppression of the cable-stayed bridge cable, which is an essential purpose with the easy advantages of inspection and maintenance, the present invention is a conventional The damping device filled with a special fluid (Silicon Putty), which is fundamentally different from the PAD type vibration damping device that uses rubber, has a radial arrangement in the axial direction of the cable. It is a structure that absorbs and attenuates, and a damper using a silicon putty is a useful device having a large force and amplitude that can accommodate the generated vibration.
도1 사장교 전경도Figure 1 Cable-stayed Bridge
도2 사장교 케이블에 제진장치를 설치한 개략도2 is a schematic diagram of a vibration suppression device installed on a cable-stayed bridge cable
도3 케이블의 교축방향으로 설치된 유체댐퍼를 이용한 본 발명의 제진장치Fig. 3 vibration suppression apparatus of the present invention using a fluid damper installed in the axial direction of the cable
도4 유체댐퍼의 내부 상세도Figure 4 Detailed view of the inside of the fluid damper
도의 주요부분에 대한 부호의 설명가:주탑(Main Tower)나:교량상판다:케이블라:케이블 제진장치Explanation of symbols for the main parts of the drawings: Main Tower or: Bridge Top: Cable Lay: Cable Damper
1:사장교 케이블1: cable-stayed bridge
2a:상부 클램프 2b:하부 클램프 2c:고무패킹 2d:체결볼트구멍2a: Upper clamp 2b: Lower clamp 2c: Rubber packing 2d: Tightening bolt hole
3a:댐퍼고정 브라켓(프레임쪽) 3b;댐퍼고정 브라켓(클램프쪽)3a: Damper fixing bracket (frame side) 3b; Damper fixing bracket (clamp side)
4a:상부 프레임(Frame) 4b:하부 프레임(Frame) 4c:체결볼트 구멍4a: Upper frame 4b: Lower frame 4c: Tightening bolt hole
5:감쇠장치(Damper)5: Damper
6:지주(고정기둥) 6a:앵커볼트 구멍6: Holding column 6a: Anchor bolt hole
7:바닥 고정판(Base Plate)7: Base Plate
A:장착구멍(프레임쪽) A':장착구멍(클램프쪽)A: Mounting hole (frame side) A ': Mounting hole (clamp side)
B:하우징B: Housing
C:피스톤C: Piston
D:시린더D: cylinder
E:봉함재(Seal)E: Seal
F:피스톤 로드F: Piston Rod
G:충진재G: filler
이하 본 고안을 첨부된 도에 의해 설명한다.Hereinafter, the present invention will be described with reference to the accompanying drawings.
도3 은 본 고안의 대표도로서 케이블에 설치 조합된 모습의 도로서 다음 설명과 같다,Figure 3 is a representative view of the present invention as shown in the following description of the combination installed on the cable,
케이블(1)을 중심으로 케이블에 체결되는 클램프(2a, 2b)가 있고, 그 사이에 고무패킹(2c)을 입한 상태에서 이들을 체결볼트구멍(2d)을 이용하여 볼트로 체결하게 된다.There are clamps 2a and 2b which are fastened to the cable around the cable 1, and are fastened with bolts using the fastening bolt holes 2d while the rubber packing 2c is inserted therebetween.
클램프(2a, 2b)는 다시 댐퍼고정브라켓(3a, 3b)을 이용하여 고정프레임(4a, 4b)에 연결 그 사이에 감쇠장치(5)가 삽입되어 조립되고, 고정 프레임중 하부프레임(4b)은 지주(6) 및 바닥고정판(7)과 일체형으로 용접 시공되어 있다.The clamps 2a and 2b are again connected to the fixed frames 4a and 4b using damper fixing brackets 3a and 3b. The damping device 5 is inserted therebetween, and the lower frames 4b of the fixed frames are assembled. It is welded integrally with the support post 6 and the bottom fixing plate 7.
따라서 상부프레임(4a)은 하부프레임(4b)에 체결볼트구멍(4c)을 통해 볼트로 체결 조립되어 일체화 되어있어 최종적으로는 교량의 상판에 고정되는 것이다.Therefore, the upper frame 4a is fastened and assembled by bolting through the fastening bolt hole 4c to the lower frame 4b, and is finally fixed to the upper plate of the bridge.
또한 감쇠장치(5)에 대한 세부 구조는 도4에 명시되어 있으며, 밀폐형시린더(D)에 일체화된 피스톤로드(F)와 피스톤(C)이 삽입되어 있고 그 내부 공간은 충진재(G)가 채워지며, 외부로의 유출을 막기위한 봉함재(E)가 조립 설치된다.In addition, the detailed structure of the damping device (5) is specified in Figure 4, the piston rod (F) and the piston (C) integrated into the closed cylinder (D) is inserted, the interior space of the filler (G) Filled, the sealing material (E) for preventing the outflow to the outside is assembled and installed.
하우징(B)는 본 감쇠장치를 장착하기 위함과 피스톤로드(F)가 작동시 외부간섭을 받지 않도록 하기위해 제진장치의 클램프(2a, 2b)와 프레임(4a, 4b)사이에 조립, 설치되는 것이다.The housing (B) is assembled and installed between the clamps (2a, 2b) and the frame (4a, 4b) of the vibration suppression device for mounting the damping device and to prevent external interference during operation of the piston rod (F). will be.
위에서 설명한 바와 같이 본 고안의 장치를 사용하여 사장교 케이블에 시공할 경우 사장교 케이블이 선 시공된 경우는 현장에서 착,탈 이 용이한 구조로 인해 교량상판에 손쉽게 설치 시공할수 있도록 고안된 진동억제 장치로서, 교량 시공의As described above, when the cable-stayed bridge is pre-installed using the device of the present invention, the cable-stayed bridge is a vibration suppression device designed to be easily installed on the bridge deck due to the structure that is easily attached and detached in the field. Bridge construction
신속성과 교량 사용시 안전성 및 경제성을 높일수 있는 것은 물론 차후 케이블의 내구성도 크게 증대시켜 주므로 인해 매우 유용하고 효과적인 기능을 지니고 있는 장치임.It is a device that has very useful and effective functions because it can not only increase safety and economic efficiency when using bridges, but also greatly increase the durability of cables in the future.
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KR20-2002-0024188U KR200316028Y1 (en) | 2002-08-13 | 2002-08-13 | Vibration Damping Device of Cable Stayed Bridge |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040015461A (en) * | 2002-08-13 | 2004-02-19 | 주식회사 에스코테크놀로지 | Vibration Damping Device of Cable Stayed Bridge |
KR100741555B1 (en) | 2006-07-26 | 2007-07-20 | 케이블텍 주식회사 | Cable damper assembly |
KR101873363B1 (en) | 2018-04-26 | 2018-07-03 | 주식회사 한국교량 | Cable damper having magnetic-hydraulic damper of symmetric hydraulic line, and method for controlling cable vibration using the same |
KR101873361B1 (en) | 2018-04-26 | 2018-07-03 | 주식회사 한국교량 | Cable damper having magnetic-hydraulic damper of symmetric hydraulic line and spring damper, and method for controlling cable vibration using the same |
-
2002
- 2002-08-13 KR KR20-2002-0024188U patent/KR200316028Y1/en not_active IP Right Cessation
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040015461A (en) * | 2002-08-13 | 2004-02-19 | 주식회사 에스코테크놀로지 | Vibration Damping Device of Cable Stayed Bridge |
KR100741555B1 (en) | 2006-07-26 | 2007-07-20 | 케이블텍 주식회사 | Cable damper assembly |
KR101873363B1 (en) | 2018-04-26 | 2018-07-03 | 주식회사 한국교량 | Cable damper having magnetic-hydraulic damper of symmetric hydraulic line, and method for controlling cable vibration using the same |
KR101873361B1 (en) | 2018-04-26 | 2018-07-03 | 주식회사 한국교량 | Cable damper having magnetic-hydraulic damper of symmetric hydraulic line and spring damper, and method for controlling cable vibration using the same |
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