EP2278094B1 - Multi-purpose load lifting working platform or/and composite bridge structure - Google Patents

Multi-purpose load lifting working platform or/and composite bridge structure Download PDF

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Publication number
EP2278094B1
EP2278094B1 EP09727728.9A EP09727728A EP2278094B1 EP 2278094 B1 EP2278094 B1 EP 2278094B1 EP 09727728 A EP09727728 A EP 09727728A EP 2278094 B1 EP2278094 B1 EP 2278094B1
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EP
European Patent Office
Prior art keywords
pole
work platform
shaped structure
shaped
bridge
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EP09727728.9A
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German (de)
English (en)
French (fr)
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EP2278094A4 (en
EP2278094A1 (en
Inventor
Meng Sun
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Beijing Shengtianyl Parking Management Co Ltd
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Beijing Shengtianyl Parking Management Co Ltd
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Publication of EP2278094A1 publication Critical patent/EP2278094A1/en
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
    • B66F7/06—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported by levers for vertical movement
    • B66F7/0633—Mechanical arrangements not covered by the following subgroups
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
    • B66F7/28—Constructional details, e.g. end stops, pivoting supporting members, sliding runners adjustable to load dimensions
    • 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
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/02—Small garages, e.g. for one or two cars
    • E04H6/06—Small garages, e.g. for one or two cars with means for shifting or lifting vehicles

Definitions

  • the invention relates to a multipurpose load lifting work platform, which can be also used as a modular structure for assembling a bridge.
  • the multipurpose load lifting work platform is applicable to the following fields: crane, load lift, elevator, stage equipment, movable foundation for mobile house, stereoscopic parking equipment, stereoscopic storing and logistics equipment, carrying equipment, and bridge structure.
  • the MPLLWP can provide the cooperated work of two platforms or the independent work of one platform.
  • the pole-shaped structure is hinged with and supports the work platform.
  • the work platform can move relative to the framework in a curve track and can stop at any position on the movement track.
  • the working area of the two work platforms is substantially larger than that of the currently common load lift, elevator, crane and other lifting and carrying equipment operated with a single platform.
  • the equipment can load large-size objects such as construction materials, automobiles, ores, ships, mobile houses, containers, etc., without sway, and also can be used as a composite or assembly type bridge structure.
  • wireless transmitting and receiving devices can be optionally assembled respectively on the front and rear ends of the work platform during the transition movement of the work platform.
  • the wireless transmitting and receiving device sends a signal to stop the running equipment, thus ensuring the work platform not to collide with the surrounding obstacles or persons during the running of the equipment.
  • a new type blocking device with a spring button can be assembled optionally on the equipment. It can prevent a load from sliding down during the work of the equipment.
  • wheels can be optional on four corners of the base of the framework of the equipment such that the equipment has mobility and can be moved to anywhere. Pickets are arranged inside the four columns and can be used for fixing on loose and soft foundations (such as outdoor sand grounds).
  • a touch and stop device can be assembled optionally at each work platform of the inventive equipment on a side opposite to the automatic obstacle monitoring device to ensure the safety when the inventive equipment touches an obstacle and stops at the side of the work platform during operation.
  • a bridge can be built quickly, as shown in Fig. 11 .
  • the MPLLWP can also be combined with the known bridge structure to build a new bridge, as shown in Fig. 11-1 .
  • a cushion layer of elastic materials can be laid at the joint to reduce bumping on road surface.
  • a certain height difference between the platforms is permitted.
  • the platform can also be made in concave-shape or bending-surface platform according to actual needs.
  • the design scheme of the invention is as follows:
  • the work platform moves with the aid of driving mechanism and all or part of driven and driving mechanism, so that the work platform run in curve path movement around the direct or indirect connection point between the pole-shaped structure and the framework.
  • two types of driven and driving aided mechanisms are provided. If two types of mechanisms are used in combination, more safe transmission guarantee will be provided to improve the work efficiency.
  • the pole-shaped structure refers to a stable structure which can be movably connected to the platform with the framework. One end of the pole-shaped structure is hinged with and supports the platform and the other end of the pole-shaped structure is connected with the framework in a movable manner directly or indirectly.
  • the pole-shaped structures are encircled and connected by the wire rope, conveyor belt or cord independently or mutually, achieving the coordinated movements.
  • the pole-shaped structures comprise elliptical pole-shaped structure, semi-elliptical pole-shaped structure, drop pole-shaped structure, semi-drop pole-shaped structure, inverted drop pole-shaped structure and inverted semi-drop pole-shaped structure as will be mentioned hereinafter, wherein the semi-elliptical pole-shaped structure and elliptical pole-shaped structure are shown in Figs. 2-20 and 2-21 , the drop pole-shaped structure, semi-drop pole-shaped structure, inverted drop pole-shaped structure and inverted semi-drop pole-shaped structure are shown in Figs. 2-22, 2-23, 2-24 and 2-25 , which can increase or decrease the starting torque of the equipment.
  • the pole-shaped structures can also adopt various stressed structure forms in construction engineering or mechanical engineering, such as truss structures, three forms of the truss structures as shown in Figs. 2-16-1, 2-16-2 and 2-16-3 .
  • the pole-shaped structures can be made to be different in length to adapt to special applications, such as the work platform required with a slope.
  • Each work platform is supported by at least one pole-shaped structure 41, and generally is supported by four or six pole-shaped structures; and if the actual load is very large, the number of the pole-shaped structures needs to be increased. For example, if six pole-shaped structures are selected to support the work platform, the load can be shared uniformly, thus the cross section area of each pole-shaped structure can be less, as shown in Fig. 2-1 .
  • Type 1 not part of the invention, comprising right-angle pole-shaped structures 41 (briefed as right-angle pole 41), sprocket 42, a bearing box 43 and chains 44.
  • One end of the pole-shaped structure is connected on the framework via the bearing box 43, the sprocket 42 is rigidly connected with one end of the pole-shaped structure 41, and the chain 44 is encircled on the sprocket 42.
  • the assembly relationship of each component is shown in Fig. 3-1 .
  • Each work platform is supported by at least one pole-shaped structure 41.
  • the figures here are simplified to illustrate the principles briefly, and in the illustration and description afterwards, the work platform supported by four pole-shaped structures will be provided as an example.
  • the pole-shaped structure can be selected as any form of the right-angle pole-shaped structures as shown in Figs. 2-1, 2-2 and 2-3 .
  • the main function of pole-shaped structure bracing 46 is to increase the structural strength.
  • the material strength of Type 1 must be good enough to bear the torque which the sprocket 42 applies to the pole-shaped structure.
  • the function of this mechanism is to transfer the active movement of one work platform to the other work platform and make the other work platform to move cooperatively; the cooperative movement of the other work platform conforms to the principle of the mutual conversion between the potential energy and kinetic energy in physics such that a part of the kinetic energy can be transferred back to the active-movement work platform through the driven and driving aided mechanism.
  • the driving mechanism can drive the work platform to move without outputting too much power, thus achieving the objective of energy saving.
  • the schematic diagram for spatial structure arrangement of pole-shaped structures, sprockets, chains, steel wire ropes, and upper and lower layer work platforms is shown in Fig. 4 .
  • Type 2 comprising non-rectangular pole-shaped structures 41 (in particular comprising elliptical pole-shaped structure, semi-elliptical pole-shaped structure, drop-shaped pole-shaped structure, semi-drop pole-shaped structure, inverted drop pole-shaped structure, inverted semi-drop pole-shaped structure), steel wire ropes 18 and 19 can be selected as either steel wire ropes, conveyer belts or cords, wherein, one end of the steel wire ropes or cords needs to be fixed in the grooves of the rim of pole-shaped structure, and conveyer belts can be selected to one end to be fixed at the pole-shaped structure), bearing box 43, and a shaft 50.
  • the shaft 50 passes through a shaft hole arranged on the middle part of the pole-shaped structure and is fixed on the framework by the bearing box 43; the steel wire ropes 18, 19 are encircled in the groove of the rim of the pole-shaped structure.
  • the assembly relationship of the members is shown in Fig. 3-2 .
  • the pole-shaped structure can be selected as any form of those shown in Figs. 2-20 to 2-25 , wherein, Figs. 2-6 and 2-61 are side views for two forms of the pole-shaped structure. Circular or semi-circular shapes are not part of the invention.
  • the pole-shaped structure can be integrally shaped or be formed in a pieces-splicing manner.
  • the steel wire ropes are mounted in the grooves of the pole-shaped structures, as shown in Figs. 2-6 and 2-7 .
  • the half pole-shaped structure can save more materials than the complete pole-shaped structure, and is easy to fix with the upper part of the pole-shaped structure. In the appropriate position, the half pole-shaped structure and the complete pole-shaped structure can replace each other, as shown in Figs. 2-15 and 234 .
  • connection measures the functions of the sprocket 42 and the chain 44 in Type 1 of the inventive equipment can be completely replaced.
  • One of three connection arrangements for 18, 19 and 20 as mentioned above can be independently used as one part of the driven and driving aided mechanism, as shown in Figs. 244 and 245 when only one work platform works, and also can be used with other connection manners in combination, for example when two work platforms work cooperatively.
  • Type 2 Another advantage of selecting the Type 2 is that this type can reduce the mechanical strength requirements of pole-shaped structure, and reduce the sectional area of pole-shaped structure, and save material and cost. The bracing of the pole-shaped structure can be omitted.
  • the disadvantage of Type 2 is that Type 2 is more complicated than Type 1.
  • the figures here are simplified to briefly explain the principles, the parts of the driven and driving aided mechanism are shown only in Fig. 1 (the Type 1 and Type 2 driven and driving aided mechanisms are used in combination) and Fig. 2-15 (Type 2 driven and driving aided mechanism is independently used), and the driven and driving aided mechanism can be also mounted on corresponding positions of other shown figures.
  • Type 1 (not part of the invention) and Type 2 there is a combined pattern of pole-shaped structure. That is, a longer pole-shaped structure replaces two adjacent pole-shaped structures in the middle of the framework. This pole-shaped structure has one hole in the middle of the structure for installing, both ends of the pole-shaped structure hinge with two work platforms, as shown in Figs. 2-26, 2-27, 2-28, 2-29 and 233 .
  • This combined pattern reduces the number of the pole-shaped structures, but it needs high material strength and structural strength for the pole-shaped structure.
  • the working state is shown in Figs. 233 and 333 .
  • a signal is sent to stop the running equipment, thus preventing the work platform from colliding with the surrounding obstacles or persons during the running of the equipment.
  • the parking bay lock arranged horizontally is lifted up by the lifting handle, and the spring button 95 embedded in the inwardly bent angle steel automatically pops up and locks when encountering the hole 91, thus representing a triangular supporting state, as shown in Figs. 9-3 and 9-4 .
  • the spring button is pressed down with a finger, and under the effect of its gravity, the blocking device automatically slides down to a horizontal position, thus allowing an object to pass by, as shown in Fig. 9-2 .
  • 11 represents a base
  • 12 represents a column
  • 121 represents a central column
  • 13 represents a crossbeam
  • 14 represents a fixed pulley
  • 15 represents a guide pulley
  • 16 represents an intermediate support structure
  • 2 generally represents a work platform which is subdivided into 21 representing an upper work platform and 22 representing a lower work platform
  • 23 represents a slope
  • 31 represents a gear motor
  • 32 represents a conveyer belt
  • 33 represents a wire drum
  • 34 generally represents a steel wire rope or chain (not part of the invention) having one end connected with the wire drum and the other end connected with the work platform or semi-circular or circular structure
  • 34-1 represents a steel wire rope or chain (not part of the invention) related to one work platform
  • 34-2 represents a steel wire rope or chain (not part of the invention) related to the other work platform
  • 36 represents a rotating chassis
  • 41 represents the pole-shaped structures, wherein 41-1, 41-2, 41-3 and 41-4 represent pole-shaped structure
  • 42 represents
  • 10-1 represents a pressed type emergency stop switch
  • 10-2 represents a pull for activating the emergency stop switch
  • 10-3 represents a metal tube
  • 10-4 represents a rod-shaped structure
  • 10-5 represents an elastic bracket.
  • 18, 19 and 20 represent steel wire ropes, chains or conveyer belts which are individually set to connect with the circular or semi-circular strut at the particular positions separately.
  • 24 represents a crossbeam connected between the columns
  • 25 represents a slope and cushion layer.
  • Fig. 1 is an overall structure schematic diagram.
  • Fig. 2-1 is a view of one work platform supported by six pole-shaped structures, with three pole-shaped structures arranged in parallel on each side of the crossbeam.
  • Figs. 2-2, 2-3, 2-4, 2-5 , 2-7, 2-8 , 2-16-1, 2-16-2, 2-16-3 , 2-18, 2-19 (there embodiments are not part of the invention)
  • 2-20, 2-21, 2-22, 2-23, 2-24, 2-25, 2-26, 2-27, 2-28 and 2-29 (the embodiments comprising pole-shaped structures of type 1 or rims of circular and semi-circular shape are not part of the invention) are schematic diagrams of various forms for the pole-shaped structures, wherein Figs. 2-6 and 2-61 are side views of the non-right-angle pole-shaped structures.
  • Figs. 2-9, 291, 292, 293, 2-10, 211, 212, 213, 2-12, 266, 267 and 268 illustrate the connection path, manner and position of the steel wire rope, chain (not part of the invention) conveyer belt or cord 18, 19 and 20 in the groove of the rim of the pole-shaped structure, and the small circle painted on the rope indicates the position of the fixing point.
  • Figs. 2-15 and 234 are schematic diagrams of the driven and driving aided mechanism of Type 2 where the steel wire rope or chain (not part of the invention) 18, 19 and 20 are connected completely; wherein one end of 34 is connected with the particular position of the rim of the pole-shaped structure and the other end of 34 is connected with the wire drum.
  • Figs. 244 and 245 are overall structure diagrams with a single work platform in operation.
  • Figs. 2-16-1, 2-16-2 and 2-16-3 illustrate some truss structure forms employed by the pole-shaped structures under a heavy load.
  • Figs. 223 and 224 illustrate the work platforms with arc-shaped internal surfaces when lifting ships.
  • Figs. 225, 226, 227, 228 , 229 and 230 illustrate various change forms of the work platform which is simplified as the crossbeam, hook, hoisting ring, special-purpose fixtures and rigging (these embodiments are not part of the invention).
  • Fig. 3-1 is a partially enlarged structural schematic diagram of the Type 1 driven and driving aided mechanism (not part of the invention) and the pole-shaped structure, chain, sprocket, shaft and bearing box are assembled together;
  • Fig. 3-2 is a partially enlarged structural schematic diagram of the Type 2 driven and driving aided mechanism, and the pole-shaped structure, steel wire rope, shaft and bearing box or shaft sleeve are assembled together.
  • Fig. 4 is a spatial layout diagram of the pole-shaped structure, sprocket, chain, steel wire rope, and the upper and lower work platforms.
  • Fig. 41 is a schematic diagram to illustrate the connection of the pole-shaped structure and the platform when two work platforms move.
  • Fig. 5 not part of the invention is a working state diagram with one work platform running up and the other work platform running down while selecting right-angle pole-shaped structure to assembly on the equipment.
  • Fig. 6 is a working state diagram with one work platform running up and the other work platform running down while selecting type 2 pole-shaped structure to assembly on the equipment.
  • Fig. 7 is a working state diagram to illustrate how the automatic obstacle monitoring device works.
  • Fig. 7-1 illustrates the structural form of the work platform when it is used as stage equipment.
  • Fig. 8 is an installed position diagram of the wheels and pickets on the soft foundation.
  • Fig. 9-1 is an internal structural diagram for the blocking device, and here the spring button is compressed by an external force.
  • Fig. 9-2 is a side view of the blocking device placed horizontally.
  • Fig. 9-3 is a top view of the blocking device when it is lifted up and locked, and
  • Fig. 9-4 is a side view of the blocking device when it is lifted up and locked.
  • Fig. 10-1 is a schematic diagram as Design 1 for the touch and stop device; 10-1 represents the pressed stop switch, 10-2 represents the pull for activating the stop switch, and 10-3 represents two metal pole-shaped structures.
  • Fig. 10-2 is a schematic diagram as Design 2 of the touch and stop device; 10-4 represents rod-shaped structure and 10-5 represent the door-shaped structure.
  • Fig. 11-1 illustrates two middle columns with two fixed pulleys on the top
  • Fig. 11 is an overview diagram of two-central-column type framework, wherein the steel wire ropes 34-1, 34-2 are connected with the pole-shaped structure 41-2, 41-3 respectively.
  • the small circle painted on the rope indicates the position of the fixing point.
  • Fig. 12 is a schematic diagram of two-central-column type framework, wherein the steel wire rope 34-1 or 43-2 is connected with pole-shaped structure 41-1 or 41-4, respectively.
  • the small circle painted on the rope indicates the position of the fixing point.
  • Fig. 233 is an overview diagram of the combined pole-shaped structure arranged with four-column type framework
  • Fig. 333 is an overview structure diagram of two-central-colum-type framework.
  • Fig. 13 is a side elevation view of operating one or more work platforms of the equipment to build a bridge, and the view is simplified by omitting the driven and driving aided mechanism.
  • Fig. 13-1 is a schematic diagram wherein the MPLLWP is combined and arranged with the existing prior bridge structure to build a new bridge.
  • Fig. 13-2 illustrates a method for multiple parallel work platforms lifting synchronously.
  • Fig. 14 is a schematic perspective view, and multiple work platforms are combined to build a bridge, and the framework is two-central-column type and four-column type framework, and the view is simplified by omitting the driven and driving aided mechanism and only drawing some cables at a few columns, wherein 23 represents the crossbeam between the columns, and the shadowed areas represent the filling and cushion layer arranged for the flat-surface road of the lower channel.
  • Fig. 15 is a schematic diagram for bridge surface shape when multiple work platforms are combined to build a bridge.
  • the work platform can be a horizontal surface platform or curve surface platform, wherein 2 are various shapes of the work platform, 25 is the slope and expansion joint device.
  • the framework is selected as a four-column type framework with pulleys at its top, and the load is exampled as vehicle. Due to different types of the pole-shaped structures selected, the driving mode of the equipment is different, which is embodied in the different position for connection of the steel wire rope or chain 34. Now the description will be provided according to two types:
  • Type 1 not part of the invention when the right-angle pole-shaped structures shown in Figs. 2-1, 2-2 and 2-3 are selected, the steel wire rope or chain 34 are fixed on the work platform, as shown in Figs. 5 , and 34 can be selected as steel wire rope or chain, or be selected as cord or conveyer belt.
  • 34 will be exampled as the steel wire rope throughout the description.
  • the gear motor 31 rotates positively to drive the wire drum 33 and the steel wire rope 34 to move via the conveyer belt 32, the steel wire rope 34-1 fixed on the work platform 22 is tightened while the steel wire rope 34-2 connected with another work platform 21 is loosened.
  • the work platform 22 runs up actively to drive the driven and driving aided mechanism (including four pole-shaped structures 41, four sprockets 42 and chains 43) hinged with the work platform 22 to rotate. With the aid of the chain transmission, the rotation of these four sprockets drives other four sprockets and pole-shaped structures hinged with another work platform 21 to rotate, thus driving the work platform 21 to run down correspondingly.
  • Two work platforms 21 and 22 can move simultaneously and transmit the power via the chain and sprocket, thus it can save the output of electrical power from the motor.
  • the work platform 22 runs up to the predetermined location, the other work platform 21 must run down to the predetermined location.
  • the travel switch will be touched, then the equipment stops, shown in Fig. 5 .
  • the gear motor reverse run is controlled by switch, so that the drum and the wire rope are driven to reverse, and the wire rope 34-1 is relaxed, and the work platform 22 runs down, and the steel wire rope 34-2 hinged with the other work platform 21 is tightened to drive the other work platform 21 to run up actively.
  • the work platform 22 runs accordingly from a high level to the ground, thus completing the procedure for taking a vehicle.
  • the process of parking or taking a vehicle at the work platform 21 is opposite to the process of parking or taking a vehicle at work platform 22.
  • Type 2 when the pole-shaped structure with rims of: elliptical, semi-elliptical, drop, semi-drop, inverted drop, semi-inverted drop shape is selected, the steel wire rope or conveyer belt 34 is fixedon the particular position of the pole-shaped structure at the end of the groove of the rim, as shown in Figs. 6 and 234 ; or the steel wire rope or conveyer belt 34 can also be fixed on a particular position of the work platform, as shown in Fig. 1 , which is not part of the invention. When a car is parked on the work platform 22 and the work platform 22 is moved to the upper level, the parking equipment is in the status shown in Fig. 6 .
  • gear motor 31 runs and drives the drum 33 and the wire rope 34 via the transmission belt 32, the wire rope 34-1 which is fixed in the groove of pole-shaped structure is tightened, and the wire rope 34-2 which is fixed in the groove of pole-shaped structure for the hinge with the work platform 21 is relaxed.
  • the pole-shaped structure 41 is rotated around the shaft, and driving the work platform 22 to run up actively and thus driving the four pole-shaped structures 41 hinged with the work platform 22 to rotate.
  • the gear motor reverse run is controlled by switch, so that the drum and wire rope are driven to reverse, and the wire rope rounded in the groove of pole-shaped structure is relaxed, and the work platform 22 runs down, and the wire rope 34-2 rounded in the groove of pole-shaped structure is tightened to drive another work platform 21 to run up.
  • the work platform 22 runs accordingly from a higher level to the ground, thus completing the procedure for taking a vehicle.
  • the process of parking or taking a vehicle at the work platform 21 is opposite to that of the work platform 22.
  • the arrangement position of the driving mechanism and the driven and driving aided mechanism are different from those mentioned above, but the mode of movement is substantially the same.
  • the steel wire rope 34-1 and 34-2 is connected with the pole-shaped structure 41-2 and 41-3 respectively, as shown in Fig.
  • 34-1 is connected to the pole-shaped structure 41-2, and the other end of 34-1 is passed though a fixed pulley on a central column 121, and runs downwards to connect with the wire drum receiving device (the central column 121 is provided with two fixed pulleys in parallel on its top); one end of 34-2 is connected with the pole-shaped structure 41-3, and the other end of 34-2 is passed though the other fixed pulley on the central column 121, and runs downwards to connect with the wire drum receiving device.
  • 34-1 and 34-2 can also be connected with the pole-shaped structure 41-1 and 41-4, but the steel wire rope needs to be longer, as shown in Fig. 12 .
  • one end of the steel wire rope 34-1 and 34-2 turns around a fixed pulley on the central column 121 respectively in opposite direction and runs downwards and then turns around a deflection pulley to be connected with the wire drum, and the other end thereof is fixed on the particular position of the groove of the rim of the pole-shaped structure, as shown in Fig. 333 .
  • the working movement manner of the MPLLWP using the two-central-column type framework is in accordance with that of the MPLLWP using the four-column type framework.
  • the method of synchronous lifting for multiple parallel platforms can be applied, as shown in Fig. 13-2 .
  • multiple parallel platforms can increase the width of the bridge deck and the bearing capacity of the bridge.
  • the wireless transmitting and receiving device is mounted respectively on the front and rear ends of the upper and lower work platforms during the movement of the upper and lower work platforms, as shown in Fig. 7 .
  • a signal is sent out to stop the running equipment, thus preventing the work platform from colliding with the surrounding moving or stationary obstacles or persons during the running of the equipment.
  • the horizontally arranged parking lock is lifted up with the handle, and the spring button 95 embedded in the inwardly bent angle steel automatically pops up and locks when encountering the hole 91, as shown in Figs. 9-3 and 9-4 ;
  • the spring button is pressed down with a finger, and under the effect of the gravity, the blocking device automatically slides down to a horizontal position, as shown in Fig. 9-2 .
  • Wheel 7 can be optional on the four corners of the base of the framework of the MPLLWP and the MPLLWP can be moved to anywhere when it is equipped with a car chassis, or can be towed by a truck to anywhere to optimize the allocation of equipment resources, as shown in Fig. 8 .
  • Pickets 8 can be optional inside the four columns, for fixing on the loose and soft foundation (such as outdoor sand ground), as shown in Fig. 1 and Fig. 8 .
  • the loose and soft foundation such as outdoor sand ground
  • the touch and stop device 10 can ensure that the equipment will stop emergently when the side of the work platform with the touch and stop device touches the obstacle during operation.
  • the MPLLWP can load and unload different loads, and can replace some functions of load lift and crane under appropriate conditions. Further, a single or more equipment can be operated to rapidly build a bridge for vehicles and pedestrians, which can also provide an access with two upper and lower channels, and this is very useful in some emergencies or in case of natural disasters.
  • the application of the MPLLWP as a bridge composite structure will be specifically explained:
  • the work platform of every equipment is stayed at or closed to the same horizontal position (a certain height difference between the work platforms is permitted) and all work platforms are connected from the front to the end, and slopes are arranged at both ends, so that a bridge can be built quickly.
  • the MPLLWP can also be combined with the existing bridge structure to build a new bridge, as shown in Figs. 13 and 13-1 . It is not necessary for the two work platforms of each equipment or the platforms of multiple equipments to stay at an absolutely same horizontal level, and a certain height difference is permitted, as show in Fig. 13 .
  • an appropriate sloping can be formed, and rubber cushion layers and slopes can be arranged at joints to reduce the bumping from road surface.
  • the work platform and column can be designed with different heights according to the changes of topography, as shown in Fig. 13 .
  • multiple parallel work platforms are arranged to increase the width of the bridge deck and the bearing capacity of the bridge.
  • the number of the steel wire ropes connected between the work platforms and the columns can be increased, and the number of the pole-shaped structures can be increased, and the number of crossbeams 24 connected between two columns can be increased when necessary, as shown in Fig. 14 .
  • the pole-shaped structures can also have many stressed structure forms in construction engineering or mechanical engineering, such as reinforcing bar and truss structure.
  • the shadowed areas in Fig. 14 represent the filling and cushion layers arranged for a flat surface of the road of the lower channel.
  • the work platform can be made into a concave-shape or bending-surface platform according to the actual need.
  • Such a work platform has special usage in some aspects, for example, it will be very helpful to bridging, as shown in Fig. 15 ; wherein 25 refers to the slope and the extensible joint device.
  • the equipment When dismantling the bridge, the equipment can be operated to automatically "shrink" into the upper and lower platforms automatically. Then it will be towed away by the construction party. If a certain section of the work platform fails or is damaged, a new equipment can replace such section of equipment, or the equipment can be controlled to lower the failure or damage section of platform for maintenance and replacement at low altitudes or near the level of ground or sea. Such a method reduces the difficulty in maintenance and saves maintenance time.
  • the platform can be simplified as a crossbeam shown in Figs. 225 and 226 this is not part of the invention; or it is even possible to directly use the hook or lifting ring linked with the pole-shaped structure for lifting, as shown in Figs. 227 and 228 , this is not part of the invention.
  • Fig. 225 illustrates a lifting along the direction of the length of the container. Alternatively, it is possible for lifting along the direction of the width of the container, as shown in Figs. 226 and 229 .
  • Fig. 229 only one pole-shaped structure is used and the work platform is simplified as a special-purpose fixture for container, and the container can be rotated at an angle close to 360 degree in the vertical plane, not part of the invention.
  • Fig. 230 illustrates how two pole-shaped structures in parallel are used.
  • the work platform is simplified as a special-purpose fixture for container and the container can be rotated at an angle close to 360 degree in the vertical plane, not part of the invention.

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  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP09727728.9A 2008-04-01 2009-03-02 Multi-purpose load lifting working platform or/and composite bridge structure Active EP2278094B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CN200810103187 2008-04-01
CN200820079945 2008-04-15
PCT/CN2009/070597 WO2009121254A1 (zh) 2008-04-01 2009-03-02 多用途载重举升工作平台或/和组合式桥梁结构

Publications (3)

Publication Number Publication Date
EP2278094A1 EP2278094A1 (en) 2011-01-26
EP2278094A4 EP2278094A4 (en) 2012-05-16
EP2278094B1 true EP2278094B1 (en) 2014-05-07

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EP09727728.9A Active EP2278094B1 (en) 2008-04-01 2009-03-02 Multi-purpose load lifting working platform or/and composite bridge structure

Country Status (7)

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US (1) US20110041267A1 (zh)
EP (1) EP2278094B1 (zh)
JP (1) JP2011507781A (zh)
KR (1) KR20110023850A (zh)
AU (1) AU2009230956B2 (zh)
CA (1) CA2720316A1 (zh)
WO (1) WO2009121254A1 (zh)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010118773A1 (en) * 2009-04-15 2010-10-21 Vsl International Ag Overhead form traveller and method
CN102383637B (zh) * 2011-08-19 2013-09-04 马传辉 储能式遥控汽车车位锁
CN103362333B (zh) * 2013-07-30 2015-08-12 南京林业大学 一种垂直升降式的轿车停车装置
KR101399113B1 (ko) * 2013-08-26 2014-05-30 (주)지엠지 교량 교체시공용 교량이동장치
CN103603515B (zh) * 2013-09-18 2015-10-28 浙江诺力机械股份有限公司 一种立体停车装置
CN104612431B (zh) * 2014-12-16 2017-04-05 山东建筑大学 双环圆形分体式垂直旋转立体车库
CN104898706B (zh) * 2015-04-30 2018-10-12 长安大学 一种隧道内可移动式动态监控云台
CN205688898U (zh) * 2016-06-21 2016-11-16 昆山翔固机械有限公司 一种平衡式升降停车装置
US10648594B1 (en) * 2017-09-01 2020-05-12 Richard Faulkner Adjustable vertical support frame
CN107381364B (zh) * 2017-09-05 2020-02-21 东台市富康机械有限公司 隧道起重机
CN108122016B (zh) * 2017-11-14 2020-11-17 东莞市海柔智能科技有限公司 自动存取货物的方法和装置
KR102385397B1 (ko) 2017-11-14 2022-04-14 하이 로보틱스 씨오., 엘티디. 운반 로봇 및 운반 로봇에 기반한 픽업 방법
CN109680999A (zh) * 2018-12-25 2019-04-26 安徽乐库智能停车设备有限公司 一种升降横移式停车设备的共用提升装置
CN111776987A (zh) * 2019-05-30 2020-10-16 北京京东乾石科技有限公司 一种自动导引运载车的举升机构及自动导引运载车
CN110593116A (zh) * 2019-09-27 2019-12-20 中交一公局集团有限公司 一种适用于钢桥施工的高空作业平台装置
CN111563344B (zh) * 2020-05-28 2022-07-15 广西交科集团有限公司 分层浇筑混凝土首层梁受力安全判断方法
CN112428469B (zh) * 2020-11-10 2022-06-17 东莞市东吴精密塑胶五金有限公司 一塑胶胶制品的生产工艺
CN112716619B (zh) * 2021-01-18 2023-01-24 西安交通大学第二附属医院 妇产科手术用的手术支架

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE441559C (de) * 1927-03-11 Ind Werke Akt Ges Deutsche Montagefahrzeug
FR818820A (fr) * 1936-06-09 1937-10-04 Pont élévateur pour véhicules automobiles et autres applications
GB505597A (en) * 1937-11-15 1939-05-15 Sidney Frank Burrows Improvements in and connected with ramps or platforms for elevating motor road and other vehicles and loads
FR1524844A (fr) * 1967-05-30 1968-05-10 J E Greiner Company Procédé et appareil pour le garage des avions dans les aéroports
US4058228A (en) * 1976-03-04 1977-11-15 Hall Edward L Passenger vehicle access stair and elevator apparatus
CH664549A5 (en) * 1984-10-08 1988-03-15 Hans Fickler Portable hoist for bed frame - has detachable mechanical coupling between two frames with supports on parallelogram linkages
US5111912A (en) * 1990-12-17 1992-05-12 Hogan Mfg., Inc. Spring-loaded drive assembly for a wheelchair lift
JPH074099A (ja) * 1993-06-21 1995-01-10 Hirakazu Kudo 立体駐車場
FR2721292A1 (fr) * 1994-06-16 1995-12-22 Robert Rocher Dispositif permettant d'augmenter la capacité de stockage de véhicules, remorques, ou autres, sur une surface définie.
FR2730483A1 (fr) * 1995-02-10 1996-08-14 Triska Stephane Poutre multifonctionnelle a parallelogrammes deformables
JPH09124280A (ja) * 1995-10-30 1997-05-13 Nippon Yusoki Co Ltd リンク同調機構
JPH11292479A (ja) * 1998-04-10 1999-10-26 Murata Mach Ltd 板材ローダ
JP2002188312A (ja) * 2000-12-18 2002-07-05 Seki Kazuko モジュール型重層駐車装置

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2576426A (en) * 1948-04-20 1951-11-27 Thurzo Laszlo Nagy Lifting frame for the assembly, repair, and cleaning of motor cars
LU44397A1 (zh) * 1963-05-21 1963-11-07
JPS5466417U (zh) * 1977-10-19 1979-05-11
US4499970A (en) * 1982-06-25 1985-02-19 Environmental Equipment Corporation Wayside wheelchair lift
JPH06341242A (ja) * 1993-06-02 1994-12-13 Shin Meiwa Ind Co Ltd 循環式駐車設備
JP2872962B2 (ja) * 1995-03-29 1999-03-24 株式会社技研製作所 車両の搬送装置
CN2340836Y (zh) * 1998-09-02 1999-09-29 李冠锋 同步连动升降盘
US6644947B2 (en) * 2002-03-14 2003-11-11 Tuthill Corporation Wave tooth gears using identical non-circular conjugating pitch curves
JP2005188175A (ja) * 2003-12-26 2005-07-14 Transportation Systems Electric Corp 駐車車両固定装置
CN2890245Y (zh) * 2006-02-16 2007-04-18 王一道 侧位两层停车设备
JP2007323112A (ja) * 2006-05-30 2007-12-13 Ishikawajima Transport Machinery Co Ltd 搬送装置の衝突防止制御装置と方法
CN201047182Y (zh) * 2006-08-28 2008-04-16 孙蒙 红外自动识障的转动式可移动的立体停车设备
ITMI20070429A1 (it) * 2007-03-02 2008-09-03 Geico Spa Dispositivo di movimentazione atto a fare traslare immergere e ruotare le scocche di autoveicoli furgoni cabine per camions e contenitori di oggetti metallici vari in vasche di trattamento e successivamente ad estrarle
ITMI20080037A1 (it) * 2008-01-10 2009-07-11 Geico Spa Dispositivo di movimentazione perfezionato atto a fare traslare, immergere e ruotare le scocche di autoveicoli, furgoni, cabine per autocarri e contenitori di oggetti metallici vari in vasche di trattamento e successivamente ad estrarle.
DE202008001760U1 (de) * 2008-02-01 2008-04-17 Getrag Getriebe- Und Zahnradfabrik Hermann Hagenmeyer Gmbh & Cie Kg Parksperrenanordnung

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE441559C (de) * 1927-03-11 Ind Werke Akt Ges Deutsche Montagefahrzeug
FR818820A (fr) * 1936-06-09 1937-10-04 Pont élévateur pour véhicules automobiles et autres applications
GB505597A (en) * 1937-11-15 1939-05-15 Sidney Frank Burrows Improvements in and connected with ramps or platforms for elevating motor road and other vehicles and loads
FR1524844A (fr) * 1967-05-30 1968-05-10 J E Greiner Company Procédé et appareil pour le garage des avions dans les aéroports
US4058228A (en) * 1976-03-04 1977-11-15 Hall Edward L Passenger vehicle access stair and elevator apparatus
CH664549A5 (en) * 1984-10-08 1988-03-15 Hans Fickler Portable hoist for bed frame - has detachable mechanical coupling between two frames with supports on parallelogram linkages
US5111912A (en) * 1990-12-17 1992-05-12 Hogan Mfg., Inc. Spring-loaded drive assembly for a wheelchair lift
JPH074099A (ja) * 1993-06-21 1995-01-10 Hirakazu Kudo 立体駐車場
FR2721292A1 (fr) * 1994-06-16 1995-12-22 Robert Rocher Dispositif permettant d'augmenter la capacité de stockage de véhicules, remorques, ou autres, sur une surface définie.
FR2730483A1 (fr) * 1995-02-10 1996-08-14 Triska Stephane Poutre multifonctionnelle a parallelogrammes deformables
JPH09124280A (ja) * 1995-10-30 1997-05-13 Nippon Yusoki Co Ltd リンク同調機構
JPH11292479A (ja) * 1998-04-10 1999-10-26 Murata Mach Ltd 板材ローダ
JP2002188312A (ja) * 2000-12-18 2002-07-05 Seki Kazuko モジュール型重層駐車装置

Also Published As

Publication number Publication date
EP2278094A4 (en) 2012-05-16
AU2009230956A1 (en) 2009-10-08
WO2009121254A1 (zh) 2009-10-08
EP2278094A1 (en) 2011-01-26
AU2009230956B2 (en) 2013-02-14
JP2011507781A (ja) 2011-03-10
US20110041267A1 (en) 2011-02-24
CA2720316A1 (en) 2009-10-08
KR20110023850A (ko) 2011-03-08

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