WO2015068923A1 - 이동식 탑승교 - Google Patents
이동식 탑승교 Download PDFInfo
- Publication number
- WO2015068923A1 WO2015068923A1 PCT/KR2014/005071 KR2014005071W WO2015068923A1 WO 2015068923 A1 WO2015068923 A1 WO 2015068923A1 KR 2014005071 W KR2014005071 W KR 2014005071W WO 2015068923 A1 WO2015068923 A1 WO 2015068923A1
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- WIPO (PCT)
- Prior art keywords
- tunnel
- boarding bridge
- external
- walking deck
- walking
- Prior art date
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B64—AIRCRAFT; AVIATION; COSMONAUTICS
- B64F—GROUND OR AIRCRAFT-CARRIER-DECK INSTALLATIONS SPECIALLY ADAPTED FOR USE IN CONNECTION WITH AIRCRAFT; DESIGNING, MANUFACTURING, ASSEMBLING, CLEANING, MAINTAINING OR REPAIRING AIRCRAFT, NOT OTHERWISE PROVIDED FOR; HANDLING, TRANSPORTING, TESTING OR INSPECTING AIRCRAFT COMPONENTS, NOT OTHERWISE PROVIDED FOR
- B64F1/00—Ground or aircraft-carrier-deck installations
- B64F1/30—Ground or aircraft-carrier-deck installations for embarking or disembarking passengers
- B64F1/305—Bridges extending between terminal building and aircraft, e.g. telescopic, vertically adjustable
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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
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/10—Travelling bridges, i.e. roller bridges; Sliding bridges; Rotary cylinder bridges, i.e. rotating about longitudinal axis to invert and raise the road
Definitions
- the present application relates to a mobile boarding bridge.
- the mobile boarding bridge is a passage that connects the boarding gate of the airport and the aircraft to allow passengers to board the aircraft safely.It is a two-stage tunnel consisting of internal and external tunnels so that the passengers can safely connect with the aircraft depending on the position and location of the aircraft. Or three-stage tunnel structure.
- Such a mobile boarding bridge has a different height between the bottom of the inner tunnel and the bottom of the outer tunnel, and a large step of about 25 cm occurs between the inner tunnel and the outer tunnel. Therefore, the incline connection scaffold is installed and operated in the position which a step generate
- Japanese Patent No. 4700643 name of Boarding Bridge wound the variable passage by rotating the sprocket in accordance with the movement of the external tunnel.
- such a conventional boarding bridge has a problem in that it is difficult to install because of the large number of components, such as a partition plate, a split plate support part and a chain, a sprocket for moving the variable path, and a complicated structure.
- variable passage since the variable passage has a partition plate structure, it is difficult to produce a structure having high rigidity, and thus there is a problem that many passengers are difficult to use at a time.
- the purpose of the present invention is to provide a mobile boarding bridge having a high rigidity, simple structure, easy maintenance, and high safety, while reducing the step between the outer tunnel and the inner tunnel, thereby ensuring safety and convenience when moving passengers. It is done.
- the inner tunnel, and the outer tunnel is arranged to surround at least a portion of the inner tunnel at the rear of the inner tunnel and is capable of contraction movement forward or extended backward with respect to the inner tunnel
- the mobile boarding bridge according to the first aspect of the present application includes: an inner tread walk deck disposed on the bottom of the inner tread and forming a tread passage of the inner trundle; And an outer tunnel walking deck disposed on the bottom of the outer tunnel and forming a walking passage of the outer tunnel, wherein the outer tunnel walking deck includes a gap between the bottom of the inner tunnel and the inner tunnel walking deck. It may be provided at a height.
- the inner tunnel and the outer tunnel each, the floor and the walking passage (outer tunnel walking deck and inner tunnel walking deck) is separated from each other, the external tunnel walking deck is moved according to the movement of the external tunnel
- the step height can be minimized by adjusting the height of the pedestrian passage between the inside and the outer tunnel, so the moving passage of the entire mobile boarding bridge is formed with a gentle structure. Can be.
- the external tunnel walking deck has an integrated structure, the number of parts is simple and has a simple structure, the failure rate is remarkably low, and may have high rigidity.
- FIG. 1 is a schematic front view of a mobile boarding bridge according to an embodiment of the present application including an inner tunnel and an outer tunnel.
- FIG. 2 is a schematic plan view of a mobile boarding bridge according to an embodiment of the present application including an inner tunnel and an outer tunnel.
- FIG. 3 is a schematic view showing the A-A cross section of FIG. 1.
- FIG. 4 is a schematic cross-sectional view taken along line B-B of FIG. 3.
- FIG. 5 is a cross-sectional view when FIG. 2 is cut in the horizontal direction.
- FIG. 6 is a schematic front view of the inner channel.
- FIG. 7 is a schematic cross-sectional view taken along the line C-C of FIG.
- FIG. 8 is a schematic right side view of FIG. 6.
- FIG. 9 is a schematic front view of an external tunnel.
- FIG. 10 is a schematic cross-sectional view of part X of FIG. 9.
- FIG. 11 is a schematic cross-sectional view taken along the line D-D of FIG. 9.
- FIG. 12 is a schematic cross-sectional view of the E-E cross-section of FIG.
- terms or upper, lower, front, rear, etc. related to a direction or a position in the description of the embodiments of the present application are set based on the arrangement state of each component shown in the drawings.
- the upper side may be the upper side
- the lower side may be the lower side
- the inner tunnel 10 side may be forward
- the outer tunnel 30 side may be rearward.
- a mobile boarding bridge according to an embodiment of the present application (hereinafter referred to as 'the mobile boarding bridge') will be described.
- FIG. 1 is a schematic front view of a mobile boarding bridge according to an embodiment of the present application including an inner tunnel and an external tunnel
- FIG. 2 is a schematic plan view of a mobile boarding bridge according to an embodiment of the present application including an inner tunnel and an external tunnel; to be.
- the mobile boarding bridge includes an inner tunnel 10, an outer tunnel 30, an inner tunnel walking deck 12, and an outer tunnel walking deck 32.
- the outer tunnel 30 is disposed to surround at least a portion of the inner tunnel 10 at the rear of the inner tunnel 10 and is capable of contracting forward movement or expanding backward with respect to the inner tunnel 10.
- the inner pedestrian walking deck 12 is spaced apart on the bottom 11 of the inner berth 10, and forms a pedestrian passage of the inner berth 10.
- the outer tunnel walking deck 32 is spaced apart on the bottom 31 of the outer tunnel 30, and forms a walking passage of the outer tunnel 30.
- outer tunnel walking deck 32 is provided at the height between the bottom 11 of the inner tunnel 10 and the inner tunnel walking deck 12.
- the external tunnel walking deck 32 may enter or exit the space between the bottom 11 of the tunnel 10 and the internal tunnel walking deck 12.
- the mobile boarding bridge is an internal tunnel walking deck 12 and an external tunnel walking deck provided separately from the bottom of the inner tunnel 10 and the bottom of the outer tunnel 30 which are used as passageways of the conventional mobile boarding bridge.
- the step of the passage of the inner passage 10 and the passage of the outer tunnel 30 can be reduced to very small within about 2.5 cm, it is possible to have a structure without inconvenience to the passage. Therefore, the convenience of the user can be enhanced as much as possible.
- the mobile boarding bridge is a passageway that connects the boarding gate of the airport and the aircraft in order for the passenger to board the aircraft safely, and generally includes an internal tunnel and an external tunnel so that the passenger can be safely connected to the aircraft according to the position and position of the aircraft. It is a two-stage tunnel structure.
- the conventional mobile boarding bridge has a large step between the inner tunnel and the outer tunnel, and is operated by installing a sloped connecting footrest.
- this mobile boarding bridge unlike the existing mobile boarding bridge using the structure floor of the tunnel as a walking path, by separating the floor and the walking path of each of the inner tunnel 10 and the outer tunnel 30, minimizing the step can do.
- the length of the mobile boarding bridge is basically controlled by sliding the outer tunnel so that the inner tunnel is inserted into the outer tunnel from the inside, so that the inner tunnel can be inserted into the outer tunnel from the inner tunnel.
- the height difference between the bottom of the tunnel and the bottom of the outer tunnel is large, which causes a large step of the pedestrian passage between the inner tunnel and the outer tunnel.
- the mobile boarding bridge walks the inner tunnel walking deck 12 separated from the bottom 11 of the inner tunnel 10 and the outer tunnel walking deck 32 separated from the bottom 31 of the outer tunnel 30.
- the height difference between the bottom 11 of the inner tunnel 10 and the bottom 31 of the outer tunnel 30 so that the inner tunnel 10 can be smoothly inserted into the outer tunnel 30.
- the mobile boarding bridge corresponds to the moving distance of the external tunnel 30 when the external tunnel 30 moves in the direction in which the tunnel 10 is inserted from the inside, that is, in the direction of reducing the length of the mobile boarding bridge.
- the outer tunnel walking deck 32 is moved to the space between the floor 11 of the tunnel 10 and the inner walk walking deck 12 as much as possible, the outer tunnel 30 extends the length of the mobile boarding bridge When moving to, so that the outer tunnel walking deck 32 to exit from the space between the bottom 11 of the tunnel (10) and inner tunnel walking deck 12 from the inner as much as the movement distance of the outer tunnel (30).
- the external tunnel walking deck 32 may be moved without interfering with other components in response to the movement of the external tunnel 30.
- the mobile boarding bridge has a structure in which the tunnel 10 is separated from each other from the bottom, and the outer tunnel walking deck 32 enters the space therebetween, thereby moving the outer tunnel 30.
- the external tunnel walking deck 32 may be moved without interfering with other components.
- the mobile boarding bridge can be used not only ordinary passengers, but also passengers with disabilities or discomfort more safe and convenient, it is possible to promote the convenience of the basic installation of the mobile boarding bridge.
- the mobile boarding bridge is provided with an external tunnel walking deck 32 on the bottom 31 of the outer tunnel 30, and the inner tunnel walking deck 12 on the bottom 11 of the inner tunnel 10. Since it has a simple structure to be provided, the maintenance is simple, the failure rate is remarkably low, and can be simply installed.
- FIG. 3 is a schematic cross-sectional view of the A-A cross section of FIG. 1
- FIG. 4 is a schematic cross-sectional view of the B-B cross section of FIG. 3
- FIG. 5 is a cross-sectional view when FIG. 2 is cut in the horizontal direction.
- FIG. 6 is a schematic front view of the internal channel 10
- FIG. 7 is a view schematically showing the C-C cross section of FIG. 6
- FIG. 8 is a schematic right side view of FIG. 6.
- the separation height of the inner tread walk deck 12 with respect to the bottom 11 of the inner tunnel 10 is the separation height of the outer tunnel walking deck 32 with respect to the bottom of the inner tunnel 10, and the outer tunnel walking deck 32 ) Can be added to the sum of the thicknesses.
- the external tunnel walking deck 32 may be provided to be in contact with the lower surface of the tunnel walking deck 12 from the inside, it is possible to minimize the step between the external tunnel 30 and the inner tunnel 10.
- the inner tunnel 10 may include a guide roller 14 provided on the bottom 11 of the inner tunnel 10 to guide the front and rear movement of the external tunnel walking deck 32.
- the guide roller 14 supports the external tunnel walking deck 32 and at the same time, the external tunnel walking deck 32 moves more smoothly between the bottom 11 of the internal tunnel 10 and the internal tunnel walking deck 12. It serves to guide you.
- the outer tunnel 30 is guided and moved by the outer tunnel sliding roller 33, which is the direction in which the outer tunnel 30 shrinks the length of the movable boarding bridge, that is, the outer tunnel 30 moves forward.
- the guide roller 14 may help the external tunnel walking deck 32 to move smoothly to the front.
- the guide roller 14 is a pair disposed symmetrically with each other at the position where the outer tunnel walking deck 32 is introduced between the bottom 11 of the tunnel 10 and the inner walking walk deck 12. It may be provided.
- the position at which the walking deck 32 is introduced between the floor 11 of the board 10 and the board walking deck 12 may mean the rear side of the floor 11 of the board 10. Can be.
- the guide roller 14 may support the front end portion of the outer tunnel walking deck 32 in a state in which the length of the mobile boarding bridge is maximized.
- a rail extending along the front and rear corresponding to the position of the guide roller 14 may be provided.
- a pair of guide rollers 14 may be provided symmetrically on each of the inner wall surfaces of the inner tunnel 10, and the outer tunnel walking deck 32 at a position corresponding thereto.
- a rail may be formed around the pair of guide rollers 14, and each of the pair of rolling motions may be along the rails.
- the inner tunnel 10 may include a plurality of support rollers 13 disposed at intervals along the longitudinal direction, that is, the front and rear directions, to support the lower surface of the outer tunnel walking deck 32.
- the outer tunnel walking deck 32 is moved to the space between the bottom 11 of the tunnel 10 and the inner walk tread deck 12, the outer tunnel walking deck 32 is continuously supported and moved Since it can be guided, the external tunnel walking deck 32 can be made smoothly, and the load can be distributed.
- the support roller 13 may guide the movement forward or backward while supporting the outer tunnel walking deck 32.
- the outer tunnel 30 when the outer tunnel 30 is moved in the direction of shrinking the length of the mobile boarding bridge, rolling from the support roller 13 in contact with the external tunnel walking deck 32 of the plurality of support rollers 13 sequentially While supporting the external tunnel walking deck 32, the movement can be guided.
- one or more support rollers 13 may be installed every three to five points according to the length of the channel 10.
- the outer tunnel 30 may be provided on the bottom 11 of the outer tunnel 30 to be moved up and down, and may include a variable support portion 34 for supporting the lower surface of the outer tunnel walking deck (32). .
- FIG. 9 is a schematic front view of the external tunnel 30,
- FIG. 10 is a schematic cross-sectional view of part X of FIG. 9, and
- FIG. 11 is a schematic view showing a D-D cross section of FIG.
- FIG. 12 is a view schematically showing the E-E cross section of FIG.
- the front end of the outer tunnel walking deck 32 is guided by the guide roller 14 described above. It may be supported, and the rear end may be supported by the hinge 35 as shown in FIGS. 10 and 12.
- the outer tunnel walking deck 32 may have a length corresponding to the length of the outer tunnel 30, both ends of the outer tunnel walking deck 32 by the guide roller 14 and the hinge 35, respectively Since it is supported, deflection may occur in the middle portion of the outer tunnel walking deck 32.
- the outer tunnel walking deck 32 has the form of long support beams at both ends, the sag in the middle can be greatly generated.
- variable support part 34 may prevent the deflection of the external tunnel walking deck 32 by supporting an intermediate portion of the external tunnel walking deck 32. Through this, since the external tunnel walking deck 32 can be stably supported, passengers can walk on the external tunnel walking deck 32 more safely and conveniently.
- variable support part 34 may distribute the load of the external tunnel walking deck 32 and increase the rigidity of the external tunnel walking deck 32.
- variable support part 34 when the variable support part 34 is installed on the bottom 31 of the outer tunnel 30, when the variable support part 34 is broken, only the bottom 31 of the external tunnel 30 is disassembled and replaced or repaired. Since it can be done, maintenance is easy.
- variable support 34 may release the support for the lower surface of the outer tunnel walking deck 32 by the lowering drive.
- variable support part 34 may be lowered to prevent interference with the outer circumference of the inner tunnel 10 when the contractive movement forward of the outer tunnel 30.
- the outer tunnel walking deck 32 enters the space between the inner walking tread deck 12 and the inner bottom 11 of the inner tunnel 10, and inside
- the bottom 11 of the tunnel 10 has a structure that enters the space formed between the outer tunnel walking deck 32 and the bottom 31 of the outer tunnel 30.
- the movable boarding bridge is the outer tunnel walking deck 32 of the inner tunnel 10 as the inner tunnel 10 enters the inner side of the outer tunnel 30. Since it has a structure that enters the inside, depending on the degree of movement of the outer tunnel 30, there is a fear that the interference between the rear end of the bottom 11 of the tunnel 10 and the variable support portion 34 from the inside.
- variable support part 34 provided on the bottom 31 of the outer tunnel 30 may be lowered so as not to interfere with the bottom 11 of the tunnel 10 from the inside when the outer tunnel 30 moves forward.
- the variable support part 34 provided on the bottom 31 of the outer tunnel 30 may be lowered so as not to interfere with the bottom 11 of the tunnel 10 from the inside when the outer tunnel 30 moves forward.
- variable support part 34 is driven up and down to support the external tunnel walking deck 32 without interfering with the internal tunnel 10 as the external tunnel 30 moves.
- variable support portion 34 is raised until the upper end is in contact with the lower surface of the outer tunnel walking deck 32 to support the outer tunnel walking deck 32, the upper end of the bottom 31 of the outer tunnel 30
- the support for the external tunnel walking deck 32 can be released by being lowered until it is positioned below the upper surface of the upper side.
- variable support part 34 can be lowered to the upper surface of the bottom 31 of the outer tunnel 30, which is a limit position that may interfere with the bottom 11 of the tunnel 10 from the inside, until it is located below this. have.
- variable support part 34 may include a screw jack.
- the lower portion of the screw jack may be fixed to the bottom 31 of the outer tunnel 30, the upper portion is provided with a support plate that can be in contact with the lower surface of the outer tunnel walking deck 32, the screw The jack may be in the form of being operated by a motor.
- the present invention is not limited to a screw jack, and may be used in various ways, such as a linear cylinder driven by a motor, a pneumatic cylinder operated by hydraulic pressure or pneumatic pressure.
- variable support part 34 may be provided in plurality, and each of the variable support parts 34 may be disposed on the bottom 31 of the outer tunnel 30 at intervals along the length direction, that is, the front and rear directions.
- the outer tunnel walking deck 32 is in the form of long end support beams. Since the sag in the middle portion may occur greatly.
- the load of the outer tunnel walking deck 32 is more evenly distributed, and the outer tunnel walking deck High rigidity of (32) can be secured.
- the plurality of variable support parts 34 may be provided at one or two points every two to five points according to the length of the entire outer tunnel 30.
- each axis of the variable support unit 34 may be directly connected or may be synchronously driven by a single motor using a bevel gear.
- the motor 34 may be mounted separately to drive the motor.
- each of the plurality of variable support parts 34 is a width of the bottom 31 of the outer tunnel 30 in the width direction of the bottom 31 of the outer tunnel 30, as shown in FIGS. 2 and 11. It may be arranged symmetrically with respect to the central portion of the.
- variable support part 34 can support the outer tunnel walking deck 32 symmetrically in the width direction, so that the load of the outer tunnel walking deck 32 can be more evenly distributed, and the outer tunnel walking deck 32 ) Can be supported stably.
- each of the plurality of variable support portion 34 can be lowered during the forward movement of the outer tunnel 30, and may be raised during the rearward movement of the outer tunnel (30).
- each of the plurality of variable support portion 34 can be moved downward to prevent interference with the bottom 11 of the channel 10, the length of the mobile boarding bridge When is expanded, each of the plurality of variable support portion 34 can be moved upward to support the outer tunnel walking deck 32 again.
- each of the plurality of variable support parts 34 may be lowered when positioned within a predetermined operating distance from the rear end of the tunnel 10 from the inside of the outer tunnel 30 when the contraction moves forward.
- the plurality of variable support parts 34 interfere with the bottom 11 of the tunnel 10 from the inside according to the degree of movement of the external tunnel 30. It may or may not be in a position to be.
- variable support portion 34 in a position that interferes with the bottom 11 of the inner tunnel 10 can be lowered, and the remaining variable support portion 34 in the raised state of the outer tunnel walking deck 32 Maintain support.
- the plurality of variable support parts 34 may be provided in a variable form so that they can be sequentially released and lowered to the bottom 31 of the external tunnel 30 according to the movement degree of the external tunnel 30.
- the preset working distance may mean a distance sufficiently secured so that the variable support part 34 can descend before it interferes with the rear end of the channel 10.
- the mobile boarding bridge may include a variable support operation sensor (not shown) that detects a position at a preset operating distance.
- variable support operation sensor may be provided between the external tunnel walking deck 32 and the bottom 31 of the external tunnel 30 to sense a rear end of the tunnel 10 from within.
- variable support operation sensor may be a parallel connection between the distance measuring horseshoe sensor and the photosensor.
- the mobile boarding bridge the moving stop sensor (not shown) to detect that the variable support portion 34 is located within a predetermined safety distance from the rear end of the tunnel 10 from the inside, to stop the movement of the external tunnel (30) ) May be included.
- variable support part 34 can be prevented from interfering with the bottom 11 of the channel 10, the variable support part 34 can be prevented from being damaged.
- the movement stop sensor may be a photosensor.
- the preset safety distance may be shorter than the preset working distance.
- the moving stop sensor may detect this and stop the movement of the external tunnel 30.
- variable support part 34 when the variable support part 34 is primarily sensed to be located at a predetermined operating distance by the variable support part operation sensor, the variable support part 34 is lowered to prevent interference with the bottom 11 of the internal channel 10 and to move secondarily.
- stop sensor When it is detected that the stop sensor is located at a predetermined safety distance, the movement of the external tunnel 30 itself is stopped, thereby preventing collision with the bottom 11 of the tunnel 10 from being damaged.
- variable support part 34 may prevent the interference with the rear end of the channel 10 from within.
- the movement stop sensor may be located at a height corresponding to the variable support part 34 at the rear end of the channel 10.
- the stop sensor When the external tunnel 30 moves forward, the stop sensor is moved between the inner tunnel walking deck 32 and the bottom 31 of the outer tunnel 30 from the rear end of the tunnel 10 from the inner end. It can be provided in the rear end of (10).
- the movement stop sensor is located at the height corresponding to the variable support 34, it is possible to easily detect whether the variable support 34 is lowered.
- the outer tunnel walking deck 32 for example may be provided in one plate form.
- the outer tunnel walking deck 32 may have a structure in which a steel plate is used as a top plate in a frame.
- the external tunnel walking deck 32 may be designed to withstand the load generated when the user moves.
- the inner walk tread deck 12 may be provided by welding a steel plate (steel plate) to the frame of the inner channel 10 by way of example.
- the mobile boarding bridges currently operating at domestic and foreign airports are not only inconvenient for general passengers to move due to the large step between tunnels, but also for passengers with disabilities or uncomfortable passengers. Due to the fracture, such a structure can not guarantee safety. Accordingly, the mobile boarding bridge users are very inconvenient to move on board the aircraft.
- a disabled person or an uncomfortable passenger using a wheelchair can improve his / her convenience by moving on his own and can also satisfy a disability welfare policy that is gradually strengthened.
- the mobile boarding bridge by installing a pedestrian passage separately inside the tunnel to match the height of the pedestrian passage of the inner tunnel 10 and the outer passage 30, the inner tunnel 10 and the outer tunnel ( The step between 30) can be made very small. Therefore, by eliminating the connection footrest and straightening the passage space in the mobile boarding bridge, not only ordinary passengers but also handicapped passengers who need to use a wheelchair or the like can move easily and safely.
- the interior space can be enlarged and the space inside the mobile boarding bridge can be neatly finished, making passengers comfortable, comfortable and comfortable Can be used, and the wheelchair can be easily moved, which can improve satisfaction by reducing the burden on the airline staff.
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Abstract
Description
Claims (13)
- 내부터널, 및 상기 내부터널의 후방에서 상기 내부터널의 적어도 일부를 감싸도록 배치되고 상기 내부터널에 대해 전방으로 수축 이동 또는 후방으로 확장 이동 가능한 외부터널을 포함하는 이동식 탑승교에 있어서,상기 내부터널의 바닥 상에 이격 배치되고, 상기 내부터널의 보행통로를 형성하는 내부터널 보행데크; 및상기 외부터널의 바닥 상에 이격 배치되고, 상기 외부터널의 보행통로를 형성하는 외부터널 보행데크를 포함하되,상기 외부터널 보행데크는, 상기 내부터널의 바닥과 상기 내부터널 보행데크 사이의 높이에 구비되는 것인 이동식 탑승교.
- 제 1 항에 있어서,상기 내부터널의 바닥에 대한 상기 내부터널 보행데크의 이격 높이는, 상기 내부터널의 바닥에 대한 상기 외부터널 보행테크의 이격 높이와, 상기 외부터널 보행데크의 두께를 합한 것에 대응하는 것인 이동식 탑승교.
- 제 1 항에 있어서,상기 내부터널은,상기 외부터널 보행데크의 전후방 이동을 가이드하도록 상기 내부터널의 바닥 상에 구비되는 가이드롤러를 포함하는 것인 이동식 탑승교.
- 제 3 항에 있어서,상기 외부터널 보행데크의 하면에는,상기 가이드롤러의 위치에 대응하여 전후방을 따라 연장되는 레일이 구비되는 것인 이동식 탑승교.
- 제 1 항에 있어서,상기 내부터널은,상기 외부터널 보행데크의 하면을 지지 가능하도록, 전후 방향을 따라 간격을 두고 배치되는 복수개의 지지롤러를 포함하는 것인 이동식 탑승교.
- 제 1 항에 있어서,상기 외부터널은,상기 외부터널의 바닥 상에 승하강 가능하게 구비되어, 상기 외부터널 보행데크의 하면을 지지하는 가변지지부를 포함하되,상기 가변지지부는 하강 구동에 의해 상기 외부터널 보행데크의 하면에 대한 지지를 해제하는 것인 이동식 탑승교.
- 제 6 항에 있어서,상기 가변지지부는,상기 외부터널의 전방으로의 수축 이동시, 상기 내부터널의 외주와의 간섭이 방지되도록 하강되는 것인 이동식 탑승교.
- 제 6 항에 있어서,상기 가변지지부는 복수개이고,상기 복수개의 가변지지부 각각은, 상기 외부터널의 바닥에 전후 방향을 따라 간격을 두고 배치되는 것인 이동식 탑승교.
- 제 8 항에 있어서,상기 복수개의 가변지지부 각각은,상기 외부터널의 전방으로의 수축 이동시, 상기 내부터널의 후단으로부터 미리 설정된 작동 거리 이내에 위치하면 하강되는 것인 이동식 탑승교.
- 제 9 항에 있어서,상기 가변지지부가 상기 미리 설정된 작동 거리 이내에 위치하는 것을 감지하는 가변지지부 작동센서를 더 포함하는 이동식 탑승교.
- 제 10 항에 있어서,상기 가변지지부가 상기 내부터널의 후단으로부터 미리 설정된 안전 거리 이내에 위치하는 것을 감지하는 이동중지센서를 더 포함하고,상기 외부터널은 상기 이동중지센서의 감지시 그 이동이 중지되는 것인 이동식 탑승교.
- 제 11 항에 있어서,상기 미리 설정된 안전 거리는, 상기 미리 설정된 작동 거리에 비해 짧은 것인 이동식 탑승교.
- 제 11 항에 있어서,상기 이동중지센서는,상기 내부터널의 후단에서 상기 가변지지부에 대응하는 높이에 위치하는 것인 이동식 탑승교.
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EP14860666.8A EP3067277B1 (en) | 2013-11-05 | 2014-06-10 | Mobile boarding bridge |
US15/034,022 US9586697B2 (en) | 2013-11-05 | 2014-06-10 | Boarding bridge |
JP2016552373A JP6142095B2 (ja) | 2013-11-05 | 2014-06-10 | 移動式搭乗橋 |
ES14860666T ES2703346T3 (es) | 2013-11-05 | 2014-06-10 | Pasarela de embarque móvil |
CN201480060684.2A CN105705418B (zh) | 2013-11-05 | 2014-06-10 | 移动登机桥 |
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KR10-2013-0133805 | 2013-11-05 | ||
KR1020130133805A KR101389948B1 (ko) | 2013-11-05 | 2013-11-05 | 이동식 탑승교 |
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US (1) | US9586697B2 (ko) |
EP (1) | EP3067277B1 (ko) |
JP (1) | JP6142095B2 (ko) |
KR (1) | KR101389948B1 (ko) |
CN (1) | CN105705418B (ko) |
ES (1) | ES2703346T3 (ko) |
TR (1) | TR201819975T4 (ko) |
WO (1) | WO2015068923A1 (ko) |
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KR101637778B1 (ko) * | 2014-12-15 | 2016-07-07 | 한국공항공사 | 탑승교 충돌방지 시스템 |
KR101770021B1 (ko) * | 2015-04-09 | 2017-08-21 | 한국공항공사 | 단차 제거형 이동식 탑승교 |
ES2881523T3 (es) * | 2017-05-17 | 2021-11-29 | Shinmaywa Ind Ltd | Pasarela para el embarque de pasajeros |
KR102105764B1 (ko) * | 2018-08-23 | 2020-04-29 | 한국공항공사 | 이동식 탑승교 |
CN111645874B (zh) * | 2020-06-18 | 2021-04-06 | 深圳市机场空港设备维修有限公司 | 一种远机位移动廊桥 |
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- 2014-06-10 WO PCT/KR2014/005071 patent/WO2015068923A1/ko active Application Filing
- 2014-06-10 CN CN201480060684.2A patent/CN105705418B/zh active Active
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JP2009132228A (ja) * | 2007-11-29 | 2009-06-18 | Zennikku Motor Service Kk | 伸縮長さ調整用搭乗橋 |
Also Published As
Publication number | Publication date |
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TR201819975T4 (tr) | 2019-01-21 |
US9586697B2 (en) | 2017-03-07 |
KR101389948B1 (ko) | 2014-05-07 |
JP6142095B2 (ja) | 2017-06-07 |
JP2017501085A (ja) | 2017-01-12 |
EP3067277A1 (en) | 2016-09-14 |
US20160264261A1 (en) | 2016-09-15 |
CN105705418A (zh) | 2016-06-22 |
EP3067277B1 (en) | 2018-11-14 |
CN105705418B (zh) | 2017-08-15 |
EP3067277A4 (en) | 2017-07-05 |
ES2703346T3 (es) | 2019-03-08 |
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