KR101494194B1 - A composite lifting stage - Google Patents
A composite lifting stage Download PDFInfo
- Publication number
- KR101494194B1 KR101494194B1 KR20120148095A KR20120148095A KR101494194B1 KR 101494194 B1 KR101494194 B1 KR 101494194B1 KR 20120148095 A KR20120148095 A KR 20120148095A KR 20120148095 A KR20120148095 A KR 20120148095A KR 101494194 B1 KR101494194 B1 KR 101494194B1
- Authority
- KR
- South Korea
- Prior art keywords
- stage
- sub
- base
- main
- lift
- Prior art date
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 230000000694 effects Effects 0.000 claims abstract description 8
- 239000002965 rope Substances 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 3
- 230000023298 conjugation with cellular fusion Effects 0.000 claims description 2
- 230000001276 controlling effect Effects 0.000 claims description 2
- 230000013011 mating Effects 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 230000021037 unidirectional conjugation Effects 0.000 claims description 2
- 230000001360 synchronised Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 239000002355 dual-layer Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries, prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries, prisons for meetings, entertainments, or sports
- E04H3/22—Theatres; Concert halls; Studios for broadcasting, cinematography, television or similar purposes
- E04H3/24—Constructional features of stages
- E04H3/26—Revolving stages; Stages able to be lowered
Abstract
The composite lift stage includes a main stage, a sub-stage, and a main control system. The main stage includes a base structure, fixed guide means for the main stage, and driving means for the main stage, and the base structure is a steel structure. The fixed guide means for the main stage is arranged at both ends of the base structure, and the drive means for the main stage includes a hydraulic cylinder and a hydraulic driver arranged symmetrically. The upper end of the hydraulic cylinder is fixed to the primary truss below the base structure and the base structure is supported and driven to move vertically using hydraulic jacking to avoid large deformation of the lifting platform, for example. The lifting sub-stage is fixed on the platform surface of the main stage. While the main stage is moving vertically, the substage moves relatively vertically, or alternatively the substage moves independently. Substages can all be moved synchronously, individually or in groups. In this way, a more resilient kinetic effect can be achieved to better meet the demands of the performance, and the range of movement of the entire lift stage can be increased.
Description
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lift stage, and more particularly to a composite lift stage having a wide width that is hydraulically driven.
A lift platform for a stage is a mechanical device generally used in a show and arranged in the stage area to perform a vertical lift movement to realize a special performance effect. It can also be used to transport actors, stage units, and landings. Conventional stage lifting platforms in domestic and overseas theaters generally have a long and narrow shape with a length of about 16 m to 18 m and a width of 3 m to 4 m, corresponding to the width of the theater front stage. The lifting movement of the lifting platform is realized by driving means such as using a steel wire rope, a chain, a gear rack, a screw nut or the like on both sides of the platform body structure. The specific drive means depends on the speed, travel range, configuration conditions, and the like. The lifting platform has a single-layer or dual-layer platform structure that can move up and down while the entire platform is lifted.
Some specific theaters require a longer lifting platform and multiple hoisting substages can be arranged on the lifting platform in a chessboard fashion to meet more complex performance needs. In these elevated platforms, their use will be limited due to the relatively large deformation of the elevated platform caused by the weight of the platform body structure itself as well as its passenger. Thus, traditional delivery routes and driving means can not satisfy application requirements.
In order to solve the above-mentioned problems, the present invention provides a stable composite lift stage having a large overall width with a sub-stage movable relative to each other.
The technical solution of the present invention resides in a composite lift stage including a main stage, a sub-stage and a main control system. The main stage includes a base structure, fixed guide means for the main stage, and driving means for the main stage. The base structure is a steel structure, and the fixed guide means for the main stage is arranged at both ends of the base structure, and the drive means for the main stage includes a hydraulic cylinder and a hydraulic driver arranged symmetrically. The upper end of the hydraulic cylinder is fixed to the primary truss below the base structure and the base structure is supported and driven to move vertically using hydraulic jacking. The lifting sub-stage is fixed on the platform surface of the main stage. While the main stage is moving vertically, the substage moves relatively vertically, or alternatively the substage moves independently. Substages can all be moved synchronously, individually or in groups.
Preferably, the fixed guide means for the main stage comprises a stationary support and a guide rail arranged thereon, the base structure having both ends thereof designed to have a guide shoe mating with the guide rail.
Preferably, the sub-stage has a sub-stage support structure, a sub-stage framework structure and sub-stage drive means, and the sub-stage support structure is fixed on the platform surface of the base structure. The substage framework structure is located outside the substage support structure. The substage framework structure has a rectangular shape in which the guide wheels are fixed on the frames of the four inner corners. In the four outer corners of the sub-stage support structure, the guide rails are arranged to match the guide wheels and the sub-stage drive means are driven to drive using winches with steel wire ropes connected to the four frameworks of the sub- Is mounted on the platform surface of the base structure in the sub-stage wind-up structure.
Preferably, both inner sides of each corner of the substage framework structure have guide wheels, and both outer sides of each corner of the substage support structure have guide rails.
Preferably, the motor of the winch with the steel wire rope is arranged in the intermediate position, the power of the motor is divided into two parts by the power split gearbox and the transmission shaft, then through the double stage reduction box, And distributed to the rope rollers.
Preferably, the driving means for lifting and lowering the main stage uses eight hydraulic cylinders balanced by a position encoder and a load sensor. A shift switch is provided to set a limited position at which the lift stage can reach and a different position within the movement range to cause the lift stage to stop, and the safety side detector device is arranged below the side of the base structure.
Preferably, the main stage has a length of 18 m to 33 m, a width of 3 m to 6 m, and a lifting range of the main stage of 15.5 m.
Preferably, the substage is divided into two columns of 11 columns each with a cross-sectional area of 3 m x 3 m and a lift range for the main stage of 4 m.
Preferably, the sub-stage is fixed on the platform surface of the main stage in a chessboard fashion.
Preferably, the four sides of the substage framework structure all have a depth of 150 mm, and these four sides are equipped with LED screens.
An advantageous effect of the present invention is that the main stage base structure is jacked using a hydraulic cylinder to avoid large deformation of the lifting stage over a large overall width. With the combined approach, the lift stages can be moved individually or simultaneously. The sub-stage hoist structures can move independently, synchronously, or in groups. In this way, a more resilient kinetic effect can be achieved to meet the demands of better performance, and the range of movement of the entire lift stage can be increased.
1 is a structural diagram of an embodiment according to the present invention.
2 is a structural diagram showing the connection of the base guide and the fixed guide means for the main stage according to the present invention.
3 is a schematic diagram of a main stage structure and a sub-stage hoist structure according to the present invention when raised to the highest position.
Figure 4 is a schematic view of the main stage structure according to the present invention when raised to its highest position.
5 is a schematic view of a main stage structure and a sub-stage hoist structure according to the present invention when moving to the lowest position.
6 is a schematic view of a substage support structure according to the present invention.
7 is a schematic view of a substage framework structure according to the present invention.
8 is a schematic diagram illustrating the connection of a substage framework structure and a substage support structure according to the present invention.
9 is a schematic view of sub-stage driving means according to the present invention.
2 is a structural diagram showing the connection of the base guide and the fixed guide means for the main stage according to the present invention.
3 is a schematic diagram of a main stage structure and a sub-stage hoist structure according to the present invention when raised to the highest position.
Figure 4 is a schematic view of the main stage structure according to the present invention when raised to its highest position.
5 is a schematic view of a main stage structure and a sub-stage hoist structure according to the present invention when moving to the lowest position.
6 is a schematic view of a substage support structure according to the present invention.
7 is a schematic view of a substage framework structure according to the present invention.
8 is a schematic diagram illustrating the connection of a substage framework structure and a substage support structure according to the present invention.
9 is a schematic view of sub-stage driving means according to the present invention.
The present invention will be further illustrated below with reference to the drawings.
1, the main stage includes a base structure 1, fixed guide means 2 for the main stage, and driving means for the main stage (not shown) 3). The base structure 1 is a rectangular steel structure. This structure is designed to meet the requirements for supporting and securing the sub-stage hoist structure under rated load. The bending deformation of the structure does not exceed 1/750 of the width of the main stage, and the flatness and rearrangement resolution is ± 2 mm.
Fixed guide means (2) for the main stage are arranged at both ends of the base structure (1). This includes a fixed support 21 and guide rails 22 arranged thereon. The base structure 1 is designed to have an information shoe 11 that mates with the guide rails 22 and has both ends thereof to ensure stable operation of the main stage as shown in Fig. The driving means 3 for the main stage includes a hydraulic cylinder and a hydraulic driver arranged symmetrically. The upper end of the hydraulic cylinder is secured to the primary truss below the base structure. The foundation of the hydraulic cylinder is contained in a foundation pit in the base. The hydraulic driver is located in the machine room.
In this embodiment, the base structure 1 is jacked and driven to move vertically using eight hydraulic cylinders. The arrangement of the hydraulic cylinders ensures uniformly distributed stresses. The hydraulic cylinder is balanced by position encoder and load sensor to ensure flatness and relocation resolution of the lift stage.
For example, in order to ensure safe operation of the lift stage, a movement switch is provided to set a limit height that the lift stage can reach and a different position within the movement range for stopping the lift stage. A safety side detector device is arranged below the side of the base structure (1). Once the lower portion of the side contacts an object in the lifting process, the sensor will send a signal to the main control system. Next, the main control system will immediately shut off the power to stop the operation of the lift stage to ensure the safety of employees and equipment.
The sub-stage is fixed on the platform surface of the main stage in a chessboard manner. While the main stage is moving vertically, the sub-stage hoisting structure moves relatively vertically, or alternatively, the sub-stages move independently. 6 to 8, the sub-stage includes a sub-stage support structure 4, a sub-stage framework structure 5, and a sub-stage drive means 6.
The substage support structure 4 is fixed on the platform surface of the base structure 1. The sub-stage framework structure 5 is located outside the sub-stage support structure 4. The sub-stage framework structure 5 has a rectangular shape in which the corner adjustable guide wheels 51 are fixed on the four inner frames thereof. The four outer corners of the sub-stage support structure 4 are provided with guide rails 41 for matching the guide wheels 51 so that the sub-stages can be moved in the lifting process due to the movement of the actors and the offset load applied thereto It will not vibrate. Thus, smooth operation of the substage framework structure 5 can be achieved.
The guide wheel 51 can be moved vertically along the guide rails 41 of the sub-stage support structure 4. All of the inner surfaces of the respective corners of the substage framework structure 5 are provided with guide wheels 51. All of the outer surfaces of the respective corners of the substage support structure 4 are provided with guide rails 41.
The sub-stage drive means 6 is mounted on the platform surface of the base structure 1 in each sub-stage wind-up structure to vertically move them using a winch with steel wire rope. The motor 61 is arranged in the intermediate position and its power is divided into two parts by the power split gearbox and the transmission shaft and then distributed to the end steel wire rope roller 63 through the double stage reduction box 62 do. The steel wire rope is connected to the four frameworks of the substage framework structure 5. This arrangement allows the elevated four points to operate synchronously, as shown in FIG. Each sub-stage is driven to move vertically through a winch and a guide wheel with a steel wire rope. Alternatively, the substages may move relative to each other while moving integrally.
The four sides of the substage framework structure 5 all have a depth of 150 mm. An LED screen is mounted on these four sides, on which a video program can be played during the performance according to the story to emphasize the performance and improve the performance effect. By controlling the elevation of the combination of sub-stage and sub-stage at different positions, various effects of the stage change can be presented, and supervision can fully express its imagination and expressive power.
The main stage may have a length of 18 m to 33 m, a width of 3 m to 6 m and a lift movement range of 15.5 m. In this embodiment, the main stage has a length of 33 m and a width of 6 m. The substage is divided into two rows of 11 in each row used to construct various heights of performance and appearance of the main stage during performance. Each sub-stage has a cross-sectional area of 3 m x 3 m and a range of motion of 4 m for the main stage. When cooperating with the main stage, its effective stage, representing the area, can vary from 4 m down to 15.5 m above the surface of the main stage. At the lowest position, the setting of the setting containment area in the under stage below the stage can be moved to the composite lift stage.
The movement of the main stage and sub-stage is controlled by the main control system. They can move individually or synchronously. The substages can move independently or act synchronously or in groups so that a more resilient dynamics effect can be achieved to meet the demand for better performance and the range of movement of the entire lifting stage can be increased.
The foregoing description is merely illustrative of some preferred embodiments of the invention and is not intended to limit the scope of the invention in any way. Any equivalent alterations and modifications made within the claimed scope of the invention are considered to be within the scope of the invention.
Claims (10)
- In a composite lift stage including a main stage, a sub-stage, and a main control system,
Wherein the main stage includes a base structure, a fixed guide means for the main stage and a drive means for the main stage, wherein the base structure is a steel structure, the fixed guide means for the main stage is arranged at both ends of the base structure, The means include symmetrically arranged hydraulic cylinders and hydraulic drivers, the hydraulic cylinders being fixed to the primary truss below the base structure at the top of them, the base structure being supported and driven to move vertically using hydraulic jacking , The at least one lifting sub-stage is fixed on the platform surface of the base structure, and while the main stage is moving vertically, the sub-stage moves in the vertical direction together or alternatively the sub-stage moves independently, The above sub-stages are synchronous Various effects of the stage change are presented by controlling the combination of the sub-stages of the sub-stage and the sub-stages at different positions, and the side of each sub-stage is mounted with the LED screen, Wherein the video can be reproduced during the performance according to the story on the composite lift stage. - 2. A composite according to claim 1, wherein the fixed guide means for the main stage comprises a stationary support and a guide rail arranged thereon, the base structure having both ends thereof designed to have guide shoe mating with the guide rails Lift stage.
- 2. The method of claim 1, wherein the sub-stage has a sub-stage support structure, a sub-stage framework structure and sub-stage drive means, wherein the sub-stage support structure is fixed on a platform surface of the base structure, The sub-stage framework structure is rectangular in shape with the guide wheels fixed on the frames of the four inner corners, and at the four outer corners of the sub-stage support structure, the guide rails are aligned with the guide wheels And the substage drive means is mounted on the platform surface of the base structure for driving using a winch having a steel wire rope connected to four frameworks of the substage framework structure.
- 4. The composite structure of claim 3, wherein both inner sides of each corner of the substage framework structure have guide wheels and both outer sides of each corner of the substage support structure comprise guide rails stage.
- The motorcycle according to claim 3 or 4, wherein a motor of a winch having a steel wire rope is arranged at an intermediate position, the power of the motor is divided into two parts by a power split gearbox and a transmission shaft, And is distributed to the end steel wire rope rollers through the box.
- 4. The composite lift stage of claim 3, wherein all four sides of the substage framework structure have a depth of 150 mm, and the four sides are mounted with the LED screen.
- 2. The apparatus according to claim 1, wherein the driving means for lifting and lowering the main stage uses eight hydraulic cylinders balanced by a position encoder and a load sensor, and the hydraulic cylinder is moved to a limited position where the lifting and lowering stage can reach, Wherein a movement switch is provided to set different positions within the range of movement and the safety side detector device is arranged below the side of the base structure.
- The composite lift stage according to claim 1, wherein the main stage has a length of 18 m to 33 m, a width of 3 m to 6 m, and a lift of the main stage of 15.5 m.
- 9. The multiple lift stage according to claim 8, wherein the sub-stage is divided into two columns of 11 columns in each column having a cross-sectional area of 3 m x 3 m and a lift range for the main stage of 4 m.
- The composite lift stage according to claim 1, wherein the sub-stage is fixed on a platform surface of the main stage in a chess plate-like manner.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210019533.5 | 2012-01-20 | ||
| CN201210019533.5A CN102535895B (en) | 2012-01-20 | 2012-01-20 | Composite lifting stage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20130085933A KR20130085933A (en) | 2013-07-30 |
| KR101494194B1 true KR101494194B1 (en) | 2015-02-25 |
Family
ID=46343787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20120148095A KR101494194B1 (en) | 2012-01-20 | 2012-12-18 | A composite lifting stage |
Country Status (13)
| Country | Link |
|---|---|
| EP (1) | EP2617918B1 (en) |
| JP (1) | JP5688493B2 (en) |
| KR (1) | KR101494194B1 (en) |
| CN (1) | CN102535895B (en) |
| AR (1) | AR089109A1 (en) |
| CA (1) | CA2795100C (en) |
| CL (1) | CL2013000140A1 (en) |
| CO (1) | CO6690118A1 (en) |
| ES (1) | ES2585857T3 (en) |
| PE (1) | PE20131007A1 (en) |
| RU (1) | RU2509851C1 (en) |
| SG (1) | SG192329A1 (en) |
| UY (1) | UY34547A (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787734A (en) * | 2012-07-26 | 2012-11-21 | 中央电视台 | Liftable stage structure |
| CN103174306B (en) * | 2013-03-19 | 2015-06-10 | 陕西科技大学 | Multifunctional truss stage for chorus and operating method thereof |
| CN103272389B (en) * | 2013-04-26 | 2015-05-13 | 浙江大丰实业股份有限公司 | Reminding system of stage lifting mechanism |
| CN103252101B (en) * | 2013-04-26 | 2015-01-21 | 浙江大丰实业股份有限公司 | Stage lifting mechanism safety control system |
| CN103233602A (en) * | 2013-05-03 | 2013-08-07 | 浙江大丰实业有限公司 | Design method of annular multifunctional three-dimensional stage |
| CN105275231A (en) * | 2015-09-15 | 2016-01-27 | 无锡大力神钢构科技有限公司 | Stage frame with steel structure |
| CN105741636B (en) * | 2016-04-15 | 2018-12-28 | 浙江英洛华安全技术有限公司 | Fire-fighting simulates actual situation and walks detection platform |
| US20190330934A1 (en) * | 2016-11-17 | 2019-10-31 | David C. Wright | Motion compensating floor system and method |
| CN106930568A (en) * | 2017-03-01 | 2017-07-07 | 华东交通大学 | A kind of multi-functional truss stage and its operating method for cantata |
| CN107648871A (en) * | 2017-10-17 | 2018-02-02 | 吴静 | One kind is based on pressure sensing intelligent Stage System |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07259362A (en) * | 1994-03-24 | 1995-10-09 | Kayaba Ind Co Ltd | Stage structure |
| JP2556073B2 (en) * | 1987-12-16 | 1996-11-20 | 石川島播磨重工業株式会社 | Stage floor tilting device |
| JPH09184313A (en) * | 1995-12-28 | 1997-07-15 | Sanken Eng:Kk | Stage elevator |
| KR20110126923A (en) * | 2010-05-18 | 2011-11-24 | 변재익 | A palletizer |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1966698A (en) * | 1929-11-12 | 1934-07-17 | Ansaldo Pericle | Multiple and transformable theater-stage |
| US4633625A (en) * | 1982-09-29 | 1987-01-06 | Man Gutehoffnungshuette Gmbh | Pedestal unit having raisable and lowerable platforms |
| FR2622878B1 (en) * | 1987-11-06 | 1990-03-02 | Dietrich & Cie De | LIFT ASSEMBLY FOR PLATFORM COMPRISING MOTOR JACKS AND STABILIZING SCISSORS |
| JPH04327879A (en) * | 1991-04-26 | 1992-11-17 | Toshiba Corp | Apparatus for horizontally holding stage floor elevator |
| RU2026942C1 (en) * | 1992-05-26 | 1995-01-20 | Институт "Челябинскгражданпроект" | Elevated platform of a scene |
| CN2210021Y (en) * | 1994-04-13 | 1995-10-18 | 易荣任 | Stage with stretching out and drawing back as well as raising and lowering function |
| JP3530590B2 (en) * | 1994-09-14 | 2004-05-24 | カヤバ工業株式会社 | Stage floor lifting device |
| JPH11223037A (en) * | 1998-02-04 | 1999-08-17 | Kayaba Ind Co Ltd | Floor lift |
| DE29903147U1 (en) * | 1999-02-22 | 1999-12-16 | Kurz Rosa | Interior design and conversion facility |
| DE29907582U1 (en) * | 1999-04-29 | 1999-07-29 | Kurz | Height-adjustable floor area |
| RU2212507C1 (en) * | 2002-03-11 | 2003-09-20 | Кабанов Владимир Ефимович | Lifting platform of stage |
| DE20220627U1 (en) * | 2002-05-13 | 2004-01-15 | Seltrecht, Detlef | Transportable show stage is assembled with servo drives from a folded pack carried on a flat bed truck and supported on extending struts |
| JP2005289636A (en) * | 2004-03-31 | 2005-10-20 | Mitomi Kogyo:Kk | Lift device |
| CN200946377Y (en) * | 2006-08-31 | 2007-09-12 | 丰国勋 | Interlinking type step lifting platform |
| CN101603375B (en) * | 2009-07-01 | 2010-12-01 | 总装备部工程设计研究总院 | Multilayer telescopiform expanding three-dimensional stage |
| CN201502189U (en) * | 2009-10-14 | 2010-06-09 | 总装备部工程设计研究总院 | Field facility suitable to be quickly converted from playing area to closing show area |
| CN202450806U (en) * | 2012-01-20 | 2012-09-26 | 万达商业规划研究院有限公司 | Combined lifting stage |
-
2012
- 2012-01-20 CN CN201210019533.5A patent/CN102535895B/en active IP Right Grant
- 2012-11-08 CA CA2795100A patent/CA2795100C/en active Active
- 2012-11-21 SG SG2012085254A patent/SG192329A1/en unknown
- 2012-12-07 AR ARP120104589A patent/AR089109A1/en not_active Application Discontinuation
- 2012-12-07 JP JP2012267804A patent/JP5688493B2/en not_active Expired - Fee Related
- 2012-12-07 CO CO12222725A patent/CO6690118A1/en unknown
- 2012-12-07 PE PE2012002290A patent/PE20131007A1/en not_active Application Discontinuation
- 2012-12-18 KR KR20120148095A patent/KR101494194B1/en active IP Right Grant
- 2012-12-21 UY UY0001034547A patent/UY34547A/en not_active Application Discontinuation
- 2012-12-21 RU RU2012155874/03A patent/RU2509851C1/en active
-
2013
- 2013-01-14 CL CL2013000140A patent/CL2013000140A1/en unknown
- 2013-01-14 EP EP13305031.0A patent/EP2617918B1/en active Active
- 2013-01-14 ES ES13305031.0T patent/ES2585857T3/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2556073B2 (en) * | 1987-12-16 | 1996-11-20 | 石川島播磨重工業株式会社 | Stage floor tilting device |
| JPH07259362A (en) * | 1994-03-24 | 1995-10-09 | Kayaba Ind Co Ltd | Stage structure |
| JPH09184313A (en) * | 1995-12-28 | 1997-07-15 | Sanken Eng:Kk | Stage elevator |
| KR20110126923A (en) * | 2010-05-18 | 2011-11-24 | 변재익 | A palletizer |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2617918A3 (en) | 2014-05-07 |
| RU2509851C1 (en) | 2014-03-20 |
| EP2617918B1 (en) | 2016-05-11 |
| CN102535895A (en) | 2012-07-04 |
| ES2585857T3 (en) | 2016-10-10 |
| PE20131007A1 (en) | 2013-10-04 |
| UY34547A (en) | 2013-01-31 |
| CA2795100C (en) | 2015-10-13 |
| CN102535895B (en) | 2014-06-18 |
| AR089109A1 (en) | 2014-07-30 |
| CO6690118A1 (en) | 2013-06-17 |
| CL2013000140A1 (en) | 2013-09-13 |
| JP5688493B2 (en) | 2015-03-25 |
| KR20130085933A (en) | 2013-07-30 |
| CA2795100A1 (en) | 2013-07-20 |
| SG192329A1 (en) | 2013-08-30 |
| EP2617918A2 (en) | 2013-07-24 |
| JP2013146547A (en) | 2013-08-01 |
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