CN102991923B - Shunting device of rail stacker and shunting system with same and shunting method - Google Patents
Shunting device of rail stacker and shunting system with same and shunting method Download PDFInfo
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- CN102991923B CN102991923B CN201110270846.3A CN201110270846A CN102991923B CN 102991923 B CN102991923 B CN 102991923B CN 201110270846 A CN201110270846 A CN 201110270846A CN 102991923 B CN102991923 B CN 102991923B
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Abstract
The invention relates to a shunting device of a rail stacker and a shunting system with same and a shunting method. The shunting device comprises a ground rail switching device, a sky rail switching device, a lower guide rail and an upper guide rail, wherein the lower guide rail and the upper guide rail are matched with the ground rail switching device and the sky rail switching device, respectively; the ground rail switching device and the sky rail switching device are vertically arranged symmetrically and synchronously rotate; the ground rail switching device comprises a lower round rotary table; the lower round rotary table comprises a stacker suitable for loading and a lower rotary plate which keeps relative static state rotation with the stacker, a lower rotary bracket arranged at the circle center of the lower rotary plate and a lower drive device driving the lower rotary plate to rotate; and a lower straight rail which is arranged along a diameter is arranged on the lower rotary plate; the sky rail switching device comprises an upper round rotary table; the upper round rotary table comprises an upper rotary plate, an upper rotary bracket arranged at the circle center of the upper rotary plate and an upper drive device driving the upper rotary plate to rotate; and an upper straight rail arranged along the diameter is arranged on the upper rotary plate; at a first position, the lower straight rail and the upper straight rail are respectively butt jointed with the ground rail and the sky rail which are arranged in a working roadway, and the lower straight rail and the upper straight rail are respectively butt jointed with the lower guide rail and the upper guide rail at a second position.
Description
Technical field
The present invention relates to stacking system, the stacking system particularly can gone through transition.
Background technology
Stacker Crane widely uses in automatic stereowarehouse, is commonly ground type of drive.General employing two bearing wheeds, along being laid in ground orbital motion, being usually also called track and running.By two groups, bottom horizontal wheel orbiting guiding, two groups of track adjusting wheels at piler top run auxiliary guiding along get on the right track (being usually also called a day rail).
Under normal circumstances, Stacker Crane makes straight-line travelling in respective tunnel, and when the Stacker Crane in a certain bar tunnel breaks down, then needs the Stacker Crane in another tunnel can run to this tunnel to meet an urgent need.Or, many in tunnel, to go out to put in storage frequency lower, and when the configuration of Stacker Crane is restricted, also need the standby ability of freely going through transition of rail stack-building equipment, to meet the application requirement of many tunnels operation.
Chinese patent CN201105905Y discloses a kind of shunting device of Stacker Crane, this device also comprises day rail switching part and track part, this track switching part comprises the end that is positioned at intermediate orbit and the base portion of parallel motion between the first position and the second position, lead Stacker Crane the first approach rail of side adjacent orbit, lead Stacker Crane the second approach rail of opposite side adjacent orbit and the first curved rail be arranged on this base portion and the second curved rail, when this base portion is positioned at primary importance, the two ends of this first curved rail are connected with this first approach rail and this intermediate orbit, when this base portion is positioned at the second place, the two ends of this second curved rail are connected with this second approach rail and this intermediate orbit.Be connected to different directions by the first curved rail and the second curved rail, and make the piler being positioned at interdrive run to two adjacent tunnels quickly and easily to get on.Like this, piler can be implemented in the transition between adjacent tunnel, decreases the quantity required of piler in stacking system, reduces cost to a certain extent, and improve work efficiency.But in this shunting device, piler only can move in adjacent tunnel, and its operating range is subject to certain restrictions.
Chinese patent CN101481040A discloses a kind of transition operational system of piler, it comprises piler, at least two working excavations, be arranged at described in the shunting device of at least two working excavation junctions; Described working excavation comprises orbit and power supply trolley; The approach rail that described shunting device comprises track shifter, sky rail shifter and matches with track shifter and sky rail shifter respectively, this track shifter is symmetrical arranged up and down with sky rail shifter and all has the curved rail and straight rail that can be communicated with approach rail; The described approach rail other end is connected with working excavation; Described track shifter comprises lower circular rotating platform, the actuating device that this lower circular rotating platform includes lower rotary table, is arranged at the lower swinging strut of lower rotary table circle centre position and drives this lower rotary table to rotate, and described curved rail and straight rail are arranged on this lower rotary table; Described sky rail shifter comprises circular rotating platform, the actuating device that on this, circular rotating platform includes top rotary table, is arranged at the upper swinging strut of top rotary table circle centre position and drives this top rotary table to rotate, and described curved rail and straight rail are arranged on this top rotary table.This transition operational system can realize transition that is adjacent or that be separated by between tunnel, decreases the quantity required of piler, reduces cost to a certain extent.But, in this transition operational system, piler from tunnel, place by after shunting device, all need to fall back run it just can be made to arrive target tunnel after keep fore-and-aft direction consistent with former tunnel with it, reduce work efficiency.
Simultaneously, circular arc transition is when piler is gone through transition between vertical working in Chinese patent CN201105905Y and CN101481040, this kind of transition mode is the interference avoided between piler and shelf, larger space need be reserved, floor area is large, and piler must have vertical shaft on the top of track adjusting wheel, complex structure because realizing circular arc walking.
Summary of the invention
For solving the problem, the shunting device that the object of the present invention is to provide a kind of Stacker Crane and the transition system with it and transition method, can make piler between different tunnel quickly and easily by the direction transition of specifying.
To achieve these goals, one aspect of the present invention provides a kind of shunting device of Stacker Crane, include track shifter, it rail shifter and the lower approach rail matched with described track shifter and described sky rail shifter respectively and upper approach rail, described track shifter and described sky rail shifter are symmetrical arranged and synchronous rotary up and down, its feature is: described track shifter comprises lower circular rotating platform, described lower circular rotating platform includes and is suitable for carrying one piler and the lower rotary table keeping with it the state of geo-stationary to rotate, be arranged at the lower swinging strut of described lower rotary table circle centre position, drive the lower actuating device that described lower rotary table rotates, described lower rotary table is only provided with lower and straight track, described lower and straight track is installed along the diameter of described lower rotary table, described sky rail shifter comprises circular rotating platform, the upper actuating device that described upper circular rotating platform includes top rotary table, is arranged at the upper swinging strut of described top rotary table circle centre position, drives described top rotary table to rotate, straight rail on described top rotary table is only provided with, described straight rail is installed along the diameter of described top rotary table, wherein, described lower and straight track and upper straight rail dock with the track in a working excavation and sky rail respectively accordingly in a primary importance, dock accordingly respectively in a second place with described lower approach rail and upper approach rail.
According to one embodiment of the invention, described track shifter is arranged in a melt pit, and described lower rotary table closes the opening of described melt pit.
To achieve these goals, the present invention separately provides a kind of transition system of Stacker Crane, it comprises piler, many working excavations and correspond respectively to each working excavation arrange shunting device, wherein, track and sky rail is comprised in working excavation described in each, shunting device described in each includes track shifter, it rail shifter and the lower approach rail matched with described track shifter and described sky rail shifter respectively and upper approach rail, described track shifter and described sky rail shifter are symmetrical arranged and synchronous rotary up and down, and described lower approach rail and upper approach rail are between adjacent two shunting devices, its feature is: track shifter described in each comprises lower circular rotating platform, described lower circular rotating platform includes and is suitable for carrying one piler and the lower rotary table keeping with it the state of geo-stationary to rotate, be arranged at the lower swinging strut of described lower rotary table circle centre position, drive the lower actuating device that described lower rotary table rotates, described lower rotary table is only provided with lower and straight track, described lower and straight track is installed along the diameter of described lower rotary table, described in each, sky rail shifter comprises circular rotating platform, the upper actuating device that described upper circular rotating platform includes top rotary table, is arranged at the upper swinging strut of described top rotary table circle centre position, drives described top rotary table to rotate, straight rail on described top rotary table is only provided with, described straight rail is installed along the diameter of described top rotary table, wherein, described lower and straight track and the upper straight rail of shunting device described in each dock with the track in corresponding working excavation and sky rail respectively in a primary importance, dock respectively in a second place with adjacent described lower approach rail and upper approach rail.
According to another embodiment of the present invention, described track shifter is arranged in a melt pit, and described lower rotary table closes the opening of described melt pit.
According to another embodiment of the present invention, described multiple shunting device is arranged on the end of working excavation described in every bar, or is arranged on the centre of working excavation described in every bar.
To achieve these goals, the present invention provides again a kind of transition method of Stacker Crane, and its feature is, it adopts the transition system of described Stacker Crane, comprising:
When the piler run in an original working excavation moves to when the original shunting device corresponding with this original working excavation, described original shunting device is rotated to primary importance, makes the lower and straight track of described original shunting device, upper straight rail docks with the track in described original working excavation, sky rail respectively;
Described piler to be moved on described original shunting device and to be carried by its lower rotary table;
When described piler needs transition to run, described original shunting device and the piler on it are rotated to the second place with the state of geo-stationary, makes the lower and straight track of described original shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively; Simultaneously, if there is one or more middle shunting device between described original working excavation and a target operation tunnel, then described middle shunting device is also rotated to the described second place, make the lower and straight track on described middle shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively;
The target shunting device corresponding with described target operation tunnel is rotated to the described second place, make the lower and straight track on described target shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively;
Described piler to be moved on described target shunting device from described original shunting device and is carried by its lower rotary table;
Described target shunting device is rotated to described primary importance, makes the lower and straight track on described target shunting device, upper straight rail docks with the track in described target operation tunnel, sky rail respectively;
Described piler transition is moved in described target operation tunnel.
According to further embodiment of this invention, the track shifter of described shunting device is arranged in a melt pit, and the lower rotary table of described track shifter closes the opening of described melt pit.
According to further embodiment of this invention, described shunting device is the end being arranged on working excavation described in every bar.
According to further embodiment of this invention, every bar working excavation is divided into two sections by centre, and described shunting device is arranged on the midway location of every bar working excavation.
According to further embodiment of this invention, when described piler needs to continue to move ahead along described original working excavation, described piler to be moved on described original shunting device and after being carried by its lower rotary table, the track operation of two sections of working excavations that described piler is directly communicated with lower and straight track by the lower and straight track on described original shunting device.
According to further embodiment of this invention, the angle that described shunting device rotates is relevant with the requirement of the fore-and-aft direction of rear piler of going through transition with the position relationship between described original working excavation and described target operation tunnel.
The present invention carries piler by shunting device and rotates the transition realizing piler together, keeps geo-stationary between transition course piler and shunting device.Therefore, in the present invention, the piler of stacking system only needs to do straight-line motion, so its structure is simple.And piler can be made between different tunnel quickly and easily by the direction transition of specifying.In addition, transition mode floor area of the present invention is little, and space availability ratio is high; Stacker structure is simple.
Describe the present invention below in conjunction with the drawings and specific embodiments, but not as a limitation of the invention.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing:
Fig. 1 is the structural representation of the shunting device of Stacker Crane of the present invention, and wherein said shunting device comprises track shifter and sky rail shifter;
Fig. 2 is the structural representation of the track shifter in Fig. 1;
Fig. 3 is the structural representation of the sky rail shifter in Fig. 1;
Fig. 4 is the structural representation of the transition system of Stacker Crane of the present invention;
Fig. 5 ~ Figure 10 is the transition course schematic diagram of an embodiment of transition method of the present invention;
Figure 11 is the transition method flow diagram adopting transition system of the present invention.
Detailed description of the invention
As shown in Figure 1, the invention provides a kind of shunting device 100 of Stacker Crane, it comprises approach rail (not shown), track shifter 10 and sky rail shifter 20, described track shifter 10 is symmetrical arranged and synchronous rotary with sky rail shifter about 20, and described approach rail comprises the lower approach rail (as 221 ~ 223 in Fig. 4) and upper approach rail that match with described track shifter 10 and described sky rail shifter 20 respectively.Compare with CN101481040 with preceding patent CN201105905Y, the present invention specifically, with sky rail shifter 20, straight rail is all only installed at described track shifter 10, as the lower and straight track 14 on track shifter 10 as described in being arranged in Fig. 2 and Fig. 3 be arranged on as described in upper straight rail 24 on sky rail shifter 20, and there is no the curved rail described in preceding patent, the present invention can be connected with the track in tunnel, sky rail by described lower and straight track 14, upper straight rail 24 and connect with adjacent lower approach rail, upper approach rail.
As shown in Figure 2, the track shifter 10 of shunting device 100 of the present invention comprises lower circular rotating platform, and this lower circular rotating platform includes and is suitable for carrying one piler and the lower rotary table 11, lower swinging strut 12, lower actuating device 13 and the lower and straight track 14 that keep with it the state of geo-stationary to rotate.Swinging strut 12 is wherein descended to be arranged at lower rotary table 11 circle centre position.Lower actuating device 13 is arranged at lower rotary table 11 side, rotates in order to drive this lower rotary table 11.Lower and straight track 14 is arranged on this lower rotary table 11, and installs along lower rotary table 11 diameter.
As shown in Figure 3, the sky rail shifter 20 of shunting device 100 of the present invention comprises circular rotating platform, and on this, circular rotating platform includes top rotary table 21, upper swinging strut 22, upper actuating device 23 and upper straight rail 24.Wherein go up swinging strut 22 and be arranged at top rotary table 21 circle centre position.Upper actuating device 23 is arranged at top rotary table 21 side, rotates in order to drive this top rotary table 21.Upper straight rail 24 is arranged on this top rotary table 21, and installs along top rotary table 21 diameter.
In the present invention, more specifically utilize the lower rotary table 11 of the track shifter 10 of described shunting device 100 to carry piler and to drive it to rotate the transition realizing piler together, and keep geo-stationary between piler and shunting device in transition course, thus make transition become convenient and swift, and the structure of piler can be made to become simply (as omitted the vertical shaft on piler top).
As shown in Figure 4, the structure of the transition system 200 of Stacker Crane of the present invention is shown.This transition system 200 comprises piler 210, many working excavation A ~ D and corresponds to multiple shunting device 100A ~ 100D of each working excavation setting.Illustrate only 4 working excavations and four corresponding with it shunting devices in the drawings, but, be understandable that, according to the actual design of automatic stereowarehouse, different number working excavation and shunting device can be set.
In the present invention, track A0 ~ D0 and sky rail (not shown) is included in working excavation A ~ D described in each.Shunting device 100A ~ 100D described in each includes track shifter, sky rail shifter and the lower approach rail matched with described track shifter and described sky rail shifter respectively and upper approach rail (not shown).Described track shifter and described sky rail shifter are symmetrical arranged and synchronous rotary up and down.Described lower approach rail and upper approach rail are between adjacent two shunting devices.
In a preferred embodiment of the present invention, as shown in Figure 4, preferably every bar working excavation A ~ D is divided into two sections by centre, such as, working excavation A is divided into A1 section and A2 section, working excavation B is divided into B1 section and B2 section, working excavation C is divided into C1 section and C2 section, working excavation D is divided into D1 section and D2 section, and described shunting device is arranged on the midway location of every bar working excavation A ~ D, form a transition district 203, this arrangement greatly can be saved piler and run stroke, makes operating efficiency higher.Certainly, in other embodiments, also shunting device can be arranged on the end of every bar working excavation, these are not as limitation of the present invention.
In the embodiment as shown in fig .4, the end at the two ends of every bar working excavation A ~ D can form a discrepancy reservoir area 201 respectively, and be stacking district 202 between discrepancy reservoir area 201 and described transition district 203.
In addition, described in each, track shifter can include structure as shown in Figure 2, and described in each, rail shifter in sky can include structure as shown in Figure 3.And in the present invention, Stacker Crane mainly runs guiding by two groups, bottom horizontal wheel along track, and runs auxiliary guiding by two groups of track adjusting wheels along sky rail at piler top.Therefore, for convenience, below only for the transition system of ground segment, transition course is described, as for transition course and the ground segment corresponding actions of the sky rail at piler top and the transition system of sky rail shifter part, to those skilled in the art, easily should understand according to the following stated process.
Below in conjunction with Fig. 4 ~ Figure 10, to be gone through transition to target operation tunnel D2 by original working excavation B1, describe the transition method utilizing transition system of the present invention in detail.
As shown in Figure 4, when piler 210B moves near original shunting device 100B, rotate original shunting device 100B (sky rail shifter and track shifter synchronous rotary all the time), as shown in Figure 5, the two ends of its straight rail 104B (lower and straight track and upper straight rail) are made to dock with the track B0 in two sections of working excavation B1 and B2 respectively (now described shunting device present position can be called and be in primary importance).After having docked, piler 210B runs on original shunting device 100B, as shown in Figure 6.In the present invention, the piler moved on shunting device can be carried by the lower rotary table of track shifter.
As piler 210B need continue to move ahead along former working excavation B, then original shunting device 100B does not need action again, and two sections of tunnel track B0 that piler 210B can be directly communicated with by rail 104B straight on original shunting device 100B run.
Piler 210B runs (namely needing transition) as need be changed tunnel, then according to the requirement (identical with former fore-and-aft direction or contrary) of the fore-and-aft direction of the rear piler 210B of the position relationship between piler 210B place original working excavation B1 and target operation tunnel D2 and transition, make original shunting device 100B by cw (or conter clockwise) 90-degree rotation or 270 degree, make the straight rail 104B two ends of original shunting device 100B and adjacent approach rail (comprising approach rail and lower approach rail) 221, 222 docking (now described shunting device present position can be called and be in the second place).Meanwhile, depending on the position relationship between target operation tunnel and original working excavation, if there is one or more middle shunting device between target operation tunnel and original working excavation, as shown in Figure 7, shunting device 100C in the middle of having one in the present embodiment between target operation tunnel D2 and original working excavation B1, then rotate described middle shunting device 100C, the straight rail 104C on it is docked with adjacent approach rail 222,223.In the present embodiment, because middle shunting device 100C itself has been in second place state (state of namely docking with adjacent approach rail), therefore it is equivalent to rotation 0 degree; If itself be in primary importance state (state of namely docking with track), then need 90-degree rotation or 270 degree.In addition, in other embodiments, if there is not middle shunting device between target operation tunnel and original working excavation, then next step can be carried out, i.e. direct rolling target shunting device.
Continue with reference to figure 7, the target shunting device 100D corresponding with described target operation tunnel D2 is rotated to the described second place, the straight rail 104D on described target shunting device 100D is docked with adjacent approach rail 223.In the present embodiment, because target shunting device 100D itself has been in second place state (namely docking with adjacent approach rail), therefore it is also equivalent to rotation 0 degree.
After original shunting device 100B, middle shunting device 100C and target shunting device 100D have docked with adjacent approach rail, piler can run on adjacent approach rail 222 from original shunting device 100B, and move on the target shunting device 100D at D2 place, target operation tunnel by the approach rail 223 that rail 104C straight on described middle shunting device is communicated with, as shown in Figure 8.
Then, described piler 210B is carry as required by cw (or conter clockwise) 90-degree rotation or 270 degree again by described target shunting device 100D, the straight rail 104D two ends of target shunting device 100D are docked, as shown in Figure 9 with two sections of track D0 in target operation tunnel.
After having docked, piler 210B can run on the track D0 of target operation tunnel D2 from target shunting device 100D, as shown in Figure 10, thus realizes transition.
As mentioned above, the present invention carries piler by shunting device and rotates the transition realizing piler together, keeps geo-stationary between transition course piler and shunting device.Therefore, in the present invention, the piler of stacking system only needs to do straight-line motion, so the top of piler track adjusting wheel is without the need to vertical shaft, therefore its structure is simple.And piler can be made between different tunnel quickly and easily by the direction transition of specifying.In addition, transition mode floor area of the present invention is little, and space availability ratio is high.
Although above-mentioned only to be described to target operation tunnel D2 by original working excavation B1 transition, but, those skilled in the art are according to said method, when can easily understand, the angle that described shunting device rotates is relevant with the requirement of the fore-and-aft direction of rear piler of going through transition with the position relationship between described original working excavation and described target operation tunnel, according to the requirement of above-mentioned position relationship and fore-and-aft direction, namely by corresponding shunting device is rotated suitable angle, to realize the fore-and-aft direction requirement going through transition and meet the piler after transition.
In addition, in the present invention, the track shifter of described shunting device can also be arranged in melt pit, and its lower rotary table can be utilized to close melt pit opening.
Therefore, as shown in figure 11, the transition method that have employed a kind of Stacker Crane of transition system as above provided by the invention comprises:
Step 11a, when the piler run in an original working excavation moves to when the original shunting device corresponding with this original working excavation, described original shunting device is rotated to primary importance, makes the lower and straight track of described original shunting device, upper straight rail docks with the track in described original working excavation, sky rail respectively;
Step 11b, to move to described piler on described original shunting device and to be carried by its lower rotary table;
Step 11c, when described piler needs transition to run, described original shunting device and the piler on it are rotated to the second place with the state of geo-stationary, makes the lower and straight track of described original shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively; Simultaneously, if there is one or more middle shunting device between described original working excavation and a target operation tunnel, then described one or more middle shunting device is also rotated to the described second place, make the lower and straight track on described middle shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively;
Step 11d, rotates the target shunting device corresponding with described target operation tunnel to the described second place, makes the lower and straight track on described target shunting device, upper straight rail docks with adjacent upper approach rail, lower approach rail respectively;
Step 11e, to move to described piler on described target shunting device from described original shunting device and is carried by its lower rotary table;
Step 11f, rotates described target shunting device to described primary importance, makes the lower and straight track on described target shunting device, upper straight rail docks with the track in described target operation tunnel, sky rail respectively;
Step 11g, moves to described piler transition in described target operation tunnel.
The present invention is described by some embodiments, and those skilled in the art know, without departing from the spirit and scope of the present invention, can carry out various change or equivalence replacement to these characteristic sum embodiments.In addition, under the teachings of the present invention, can modify to adapt to concrete situation and material to these characteristic sum embodiments and can not the spirit and scope of the present invention be departed from.Therefore, the present invention is not by the restriction of specific embodiment disclosed herein, and the embodiment in the right of all the application of falling into all belongs to protection scope of the present invention.
Claims (11)
1. the shunting device of a Stacker Crane, include track shifter, sky rail shifter and the lower approach rail matched with described track shifter and described sky rail shifter respectively and upper approach rail, described track shifter and described sky rail shifter are symmetrical arranged and synchronous rotary up and down, it is characterized in that:
Described track shifter comprises lower circular rotating platform, described lower circular rotating platform includes and is suitable for carrying one piler and the lower rotary table keeping with it the state of geo-stationary to rotate, the lower swinging strut being arranged at described lower rotary table circle centre position, the lower actuating device that drives described lower rotary table to rotate, described lower rotary table is only provided with lower and straight track, and described lower and straight track is installed along the diameter of described lower rotary table;
Described sky rail shifter comprises circular rotating platform, the upper actuating device that described upper circular rotating platform includes top rotary table, is arranged at the upper swinging strut of described top rotary table circle centre position, drives described top rotary table to rotate, straight rail on described top rotary table is only provided with, described straight rail is installed along the diameter of described top rotary table;
Wherein, described lower and straight track and upper straight rail dock with the track in a working excavation and sky rail respectively accordingly in a primary importance, dock accordingly respectively in a second place with described lower approach rail and upper approach rail.
2. the shunting device of Stacker Crane according to claim 1, is characterized in that, described track shifter is arranged in a melt pit, and described lower rotary table closes the opening of described melt pit.
3. the transition system of a Stacker Crane, it comprises piler, many working excavations and correspond respectively to each working excavation arrange shunting device, wherein, track and sky rail is comprised in working excavation described in each, shunting device described in each includes track shifter, it rail shifter and the lower approach rail matched with described track shifter and described sky rail shifter respectively and upper approach rail, described track shifter and described sky rail shifter are symmetrical arranged and synchronous rotary up and down, and described lower approach rail and upper approach rail are between adjacent two shunting devices, it is characterized in that:
Track shifter described in each comprises lower circular rotating platform, described lower circular rotating platform includes and is suitable for carrying one piler and the lower rotary table keeping with it the state of geo-stationary to rotate, the lower swinging strut being arranged at described lower rotary table circle centre position, the lower actuating device that drives described lower rotary table to rotate, described lower rotary table is only provided with lower and straight track, and described lower and straight track is installed along the diameter of described lower rotary table;
Described in each, sky rail shifter comprises circular rotating platform, the upper actuating device that described upper circular rotating platform includes top rotary table, is arranged at the upper swinging strut of described top rotary table circle centre position, drives described top rotary table to rotate, straight rail on described top rotary table is only provided with, described straight rail is installed along the diameter of described top rotary table;
Wherein, described lower and straight track and the upper straight rail of shunting device described in each dock with the track in corresponding working excavation and sky rail respectively in a primary importance, dock respectively in a second place with adjacent described lower approach rail and upper approach rail.
4. the transition system of Stacker Crane according to claim 3, is characterized in that, described track shifter is arranged in a melt pit, and described lower rotary table closes the opening of described melt pit.
5. the transition system of Stacker Crane according to claim 3, is characterized in that, described multiple shunting device is arranged on the end of working excavation described in every bar, or is arranged on the centre of working excavation described in every bar.
6. a transition method for Stacker Crane, is characterized in that, it adopts the transition system of the Stacker Crane as described in any one of claim 3 ~ 5, comprising:
When the piler run in an original working excavation moves to when the original shunting device corresponding with this original working excavation, described original shunting device is rotated to primary importance, makes the two ends of the lower and straight track of described original shunting device, the two ends of upper straight rail dock with the track in described original working excavation, sky rail respectively;
Described piler to be moved on described original shunting device and to be carried by its lower rotary table;
When described piler needs transition to run, described original shunting device and the piler on it are rotated to the second place with the state of geo-stationary, makes the two ends of the lower and straight track of described original shunting device, the two ends of upper straight rail dock with adjacent upper approach rail, lower approach rail respectively; Simultaneously, if there is one or more middle shunting device between described original working excavation and a target operation tunnel, then described middle shunting device is also rotated to the described second place, make the two ends of the lower and straight track on described middle shunting device, the two ends of upper straight rail dock with adjacent upper approach rail, lower approach rail respectively;
The target shunting device corresponding with described target operation tunnel is rotated to the described second place, make the two ends of the lower and straight track on described target shunting device, the two ends of upper straight rail dock with adjacent upper approach rail, lower approach rail respectively;
Described piler to be moved on described target shunting device from described original shunting device and is carried by its lower rotary table;
Described target shunting device is rotated to described primary importance, makes the two ends of the lower and straight track on described target shunting device, the two ends of upper straight rail dock with the track in described target operation tunnel, sky rail respectively;
Described piler transition is moved in described target operation tunnel.
7. the transition method of Stacker Crane according to claim 6, is characterized in that, the track shifter of described shunting device is arranged in a melt pit, and the lower rotary table of described track shifter closes the opening of described melt pit.
8. the transition method of Stacker Crane according to claim 6, is characterized in that, described shunting device is the end being arranged on working excavation described in every bar.
9. the transition method of Stacker Crane according to claim 6, is characterized in that, every bar working excavation is divided into two sections by centre, and described shunting device is arranged on the midway location of every bar working excavation.
10. the transition method of Stacker Crane according to claim 9, it is characterized in that, when described piler needs to continue to move ahead along described original working excavation, described piler to be moved on described original shunting device and after being carried by its lower rotary table, the track operation of two sections of working excavations that described piler is directly communicated with lower and straight track by the lower and straight track on described original shunting device.
The transition method of 11. Stacker Cranes according to claim 6 ~ 10 any one, it is characterized in that, the angle that described shunting device rotates is relevant with the requirement of the fore-and-aft direction of rear piler of going through transition with the position relationship between described original working excavation and described target operation tunnel.
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| Application Number | Priority Date | Filing Date | Title |
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| CN102991923B true CN102991923B (en) | 2015-05-20 |
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| CN110482096B (en) * | 2019-09-18 | 2021-08-06 | 营口瀚为科技有限公司 | Multi-roadway rapid switching system of roadway machine |
| CN114193462B (en) * | 2020-09-18 | 2023-10-27 | 广东博智林机器人有限公司 | Head rail passing mechanism, ground rail passing mechanism, rail passing device and robot |
| CN114074818B (en) * | 2021-10-14 | 2023-08-04 | 浙江世仓智能仓储设备有限公司 | Protective device for three-dimensional warehouse |
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| CN2419187Y (en) * | 1999-12-08 | 2001-02-14 | 太原刚玉仓储设备有限公司 | Switching device for stacker in volumetric warehouses |
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| CN102991923A (en) | 2013-03-27 |
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Effective date of registration: 20151119 Address after: 518103, No. two, nine, Fu Garden Road, Fuyong street, Shenzhen, Guangdong, Baoan District Patentee after: SHENZHEN CIMC-TIANDA LOGISTICS SYSTEM ENGINEERING CO., LTD. Address before: Four No. four industrial road, Shekou Industrial Zone, Guangdong, Shenzhen 518067, China Patentee before: Shenzhen CIMC-TianDa Airport Support Co.,Ltd. Patentee before: Chinese International Marine Container (Group) Co., Ltd. |