CN101481040A - Switch operation system and method of buck stacker - Google Patents
Switch operation system and method of buck stacker Download PDFInfo
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- CN101481040A CN101481040A CNA2008100029644A CN200810002964A CN101481040A CN 101481040 A CN101481040 A CN 101481040A CN A2008100029644 A CNA2008100029644 A CN A2008100029644A CN 200810002964 A CN200810002964 A CN 200810002964A CN 101481040 A CN101481040 A CN 101481040A
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- 238000000034 method Methods 0.000 title description 4
- 238000011017 operating method Methods 0.000 claims abstract description 23
- 230000007704 transition Effects 0.000 claims description 132
- 238000009412 basement excavation Methods 0.000 claims description 33
- 238000013459 approach Methods 0.000 claims description 21
- 238000004891 communication Methods 0.000 claims description 19
- 230000003287 optical effect Effects 0.000 claims description 19
- 238000009413 insulation Methods 0.000 claims description 6
- 230000007935 neutral effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 description 6
- 230000003137 locomotive effect Effects 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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Abstract
The invention provides a retracking running system of a stacking machine, which comprises a stacking machine, at least two working laneways and a retracking device which is arranged at the joint of the two working laneways, wherein the retracking device comprises a ground track switching device, a ceiling track switching device and guiding tracks, the guiding tracks are respectively matched with the ground track switching device and the ceiling track switching device, the ground track switching device comprises a lower rotating disk, a lower rotating bracket which is arranged at the center of the lower rotating disk and a driving device which can drive the lower rotating disk to rotate, and a bent track and a straight track are arranged on the lower rotating disk; the ceiling track switching device comprises an upper rotating disk, an upper rotating bracket which is arranged at the center of the upper rotating disk and a driving device which can drive the upper rotating dick to rotate, and the bent track and the straight track are arranged on the upper rotating disk. The invention also provides a retracking operating method of the tracking machine by adopting the retracking production system, which comprises the step that the stacking machine back operates to the target laneway after passing through the retracking device on the laneway.
Description
Technical field
The present invention relates to a kind of transition operational system of piler, the invention still further relates to the transition operating method of this system of employing.
Background technology
The transition piler is extensive use of in automatic stereowarehouse, is commonly the surface driving mode.Generally, Stacker Crane is made straight-line travelling in tunnel separately, and when the Stacker Crane in a certain tunnel has fault, just needs the Stacker Crane in another tunnel can run to this tunnel and meets an urgent need.Perhaps many in the tunnel, go out to put in storage frequency when low, Stacker Crane disposes when restricted, also requires Stacker Crane freely to go through transition, and adapts to the operation of many tunnels.The transition piler can forward another tunnel to by a tunnel, traditional transition operating method is that piler does not forward another tunnel to reversingly by a tunnel, like this, if piler is gone through transition between two parallel tunnels when moving, the fore-and-aft direction of piler can change, cause control system complicated more, occur the control mistake easily.This traditional operation scheme also need be installed more electric elements, has not only increased cost, but also easily causes some installation interference problems, increases installation difficulty.
CN2419187Y discloses the transition device of a kind of three-dimensional storehouse piler on (Chinese patent application number: 99252671.X, open day February 14 calendar year 2001).This device of going through transition is made up of a ground rail shifter and a day rail shifter, and ground rail shifter comprises curved rail, straight rail, base plate, folder rail plate, sliding guide plate, slide rail, vertical travel switch, guide holder, infeed stroke switch, line motor, back-up ring etc.; It rail shifter comprises base plate, line motor, back-up ring, knock hole, guide rail, slide plate, guide wheel shaft, track adjusting wheel, travel switch, latch, guide holder, orienting sleeve etc.; Line motor is contained in the centre of the horizontal side in base plate bottom surface.Although adopt above-mentioned transition device can realize the transition operation of piler, the problem that this mode exists is to go through transition piler behind transfer trajectory, and itself can not commutate the locomotive of piler.
Develop a kind of transition operational system and transition operating method of piler, the inconsistent problem of fore-and-aft direction is still those skilled in the art's urgent problem when eliminating the operation of piler in different tunnels.
Summary of the invention
The technical problem to be solved in the present invention is: provide a kind of transition operational system and transition operating method of piler, the inconsistent problem of fore-and-aft direction when eliminating the operation of piler in different tunnels.
The transition operational system of the piler that one aspect of the present invention provides, it comprises piler, at least two working excavations, is arranged at the transition device of described two working excavation junctions; Described working excavation comprises orbit and power supply trolley;
Described transition device comprise ground rail shifter, day rail shifter and respectively with ground rail shifter and approach rail that day the rail shifter matches, this ground rail shifter is symmetrical arranged up and down with a sky rail shifter and all has the curved rail and a straight rail that can be communicated with approach rail; The described approach rail other end is connected with working excavation, wherein:
Described ground rail shifter comprises circular rotating table down, and the circular rotating table of this time includes lower rotary table, is arranged at the following swinging strut of lower rotary table circle centre position and drives the actuating device that this lower rotary table rotates, and described curved rail is installed on this lower rotary table with straight rail;
The rail shifter comprised circular rotating table in described day, and circular rotating table includes top rotary table 8, is arranged at the last swinging strut of top rotary table circle centre position and drives the actuating device that this top rotary table rotates on this, and described curved rail is installed on this top rotary table with straight rail.
The above-mentioned transition operational system according to the present invention, wherein: described at least two working excavation junctions also are provided with auxilliary road, one end of the approach rail that is provided with in the described auxilliary road is connected with the track of working excavation, and the other end is connected with described transition device and can be communicated with curved rail or straight rail wherein.
The above-mentioned transition operational system according to the present invention, wherein: install along disk diameter at the above straight rail of described upper and lower rotating disk, the neutral angle of described curved rail is 90 degree, and the line of centers of curved rail is with directly rail is vertical; And/or described curved rail is 2, is symmetrical arranged on the both sides of straight rail.Adopt above-mentioned piler transition device, surface-based transition device is that circular rotating table only rotates in operational process, and melt pit can not expose, and has avoided potential safety hazard.When Stacker Crane need be gone through transition, curved rail can rotate to different directions, and Stacker Crane has been avoided useless back and forth movement like this, has improved work efficiency.
The above-mentioned transition operational system according to the present invention, wherein: the piler optical communication device that also is included in the orbit free end hard-wired track optical communication device of working excavation and is installed in the piler afterbody, described track optical communication device and piler optical communication device transmit photosignal mutually with the operation of control piler in working excavation.
The above-mentioned transition operational system according to the present invention, wherein: also be included in the bar code band that a side of working excavation orbit is installed, described bar code band and described trolley lay respectively at the both sides of described track.
The transition operating method of the piler that the present invention provides on the other hand, it adopts above-mentioned each the transition operational system of piler of the present invention, wherein: comprise described piler from the tunnel, place by after the described transition device, falling back runs to the step in target tunnel.
The transition operating method of above-mentioned piler according to the present invention, wherein, when the tunnel, place of piler and target tunnel were separated by, piler at first advanced by the curved rail in the transition device and runs to interdrive, and secondly the curved rail fall back by the transition device is to the target tunnel.
The transition operating method of above-mentioned piler according to the present invention, wherein, when the tunnel, place of piler is adjacent with the target tunnel, piler at first runs to the auxilliary road or the tunnel that is separated by from the tunnel, place by the straight rail of transition device, and the curved rail fall back by the transition device arrives adjacent target tunnel then; The described tunnel that is separated by is isolated as insulation strip and tunnel, described place by described target tunnel.
The transition operating method of above-mentioned piler according to the present invention, wherein, when the tunnel, place of piler is adjacent with the target tunnel, piler at first runs to the auxilliary road or the tunnel that is separated by from the tunnel, place by the curved rail of transition device, and the straight rail fall back by the transition device arrives adjacent target tunnel then; The described tunnel that is separated by is isolated as insulation strip and described target tunnel by tunnel, described place.
Adopt the transition operational system and the transition operating method of piler of the present invention, piler runs to the target tunnel from the tunnel, place, at first all do to advance operation by the transition device, secondly make fall back to the target tunnel by the transition device, fore-and-aft direction remains unanimity when having guaranteed like this that piler moves in the tunnel, reduced electric elements like this, provide cost savings, avoided the installation interference problem, fore-and-aft direction does not change and simplifies more on control logic simultaneously, has improved the accuracy of control.
Description of drawings
Fig. 1 has shown the overall installation scheme drawing of the transition operational system of piler of the present invention.
Fig. 2 has shown that piler runs to the scheme drawing in C tunnel from the A tunnel.
Fig. 3 has shown that piler runs to the scheme drawing in B tunnel from the A tunnel.
Fig. 4 has shown that piler runs to the scheme drawing in C tunnel from the B tunnel.
Fig. 5 has shown that piler runs to the scheme drawing in A tunnel from the B tunnel.
Fig. 6 has shown that piler runs to the scheme drawing in B tunnel from the C tunnel.
Fig. 7 has shown that piler runs to the scheme drawing in A tunnel from the C tunnel.
Fig. 8 shows the section drawing of the piler transition device that the present invention is used.
Fig. 9 has shown the section drawing of ground rail shifter.
Figure 10 has shown the section drawing of day rail shifter.
Figure 11 has shown the scheme drawing of Stacker Crane in each tunnel transition.
Wherein, the present invention's main Reference numeral that the operational system of operating method relates to of going through transition is as follows:
100 pilers, 120 transition devices
100a, the curved rail of 100b trolley current colector 121 transition devices
100c, the straight rail of 100d trolley current colector 122 transition devices
110 working excavations, 130 auxilliary roads
Tunnel, 111 place 141 track optical communication devices
112 target tunnels, 142 piler optical communication devices
113 interdrives, 151 tracks
114 tunnel 152 trolleys of being separated by
153 bar code bands
The present invention's main Reference numeral that the used transition device of operational system relates to of going through transition is as follows:
1 ground rail shifter 8 top rotary tables
Swinging strut on 2 days rail shifters 9
10 days straight rails of rail of 3 lower rotary tables
11 days curved rails of rail of the straight rail of 4 ground rails
5 ground rails are bent rail 12 actuating devices
6 times swinging strut 13 approach rails
7 actuating devices
The specific embodiment
Further specify the present invention below with reference to accompanying drawing by the specific embodiment.But the usefulness that these embodiments and accompanying drawing just explain for the ease of understanding the present invention is not to be used to limit the present invention.
The present invention improves the operating efficiency of piler transition operational system by adopting the transition device.For this reason, first aspect present invention provides the transition operational system of piler; Further, second aspect present invention provides the transition operating method of piler.
In the specific embodiment of the transition operational system of the piler that first aspect present invention provides, the transition operational system of described piler, it comprises piler 100, at least two working excavations 110, is arranged at the transition device 120 of described two working excavation 110 junctions; Described working excavation 110 comprises orbit 151 and power supply trolley 152; Described transition device 120 comprise ground rail shifter 1, day rail shifter 2 and respectively with ground rail shifter and approach rail 13 that day the rail shifter matches, this ground rail shifter is symmetrical arranged up and down with a sky rail shifter and all has the curved rail 121 and a straight rail 122 that can be communicated with approach rail; The described approach rail other end is connected with working excavation, wherein: described ground rail shifter comprises circular rotating table down, the circular rotating table of this time includes lower rotary table 3, is arranged at the following swinging strut 6 of lower rotary table circle centre position and drives the actuating device 7 that this lower rotary table rotates, and described curved rail is installed on this lower rotary table with straight rail; The rail shifter comprised circular rotating table in described day, and circular rotating table includes top rotary table 8, is arranged at the last swinging strut 9 of top rotary table circle centre position and drives the actuating device 12 that this top rotary table rotates on this, and described curved rail is installed on this top rotary table with straight rail.
In the further enforcement of above-mentioned transition operational system, described at least two working excavation junctions also are provided with auxilliary road 130, one end of the approach rail 13 that is provided with in the described auxilliary road 130 is connected with the track 151 of working excavation 110, and the other end is connected with described transition device 120 and can be communicated with curved rail 121 or straight rail 122 wherein.
In the further enforcement of above-mentioned transition operational system, to install along disk diameter at the above straight rail of described upper and lower rotating disk, the neutral angle of described curved rail is 90 degree, the line of centers of curved rail is vertical with straight rail; And/or described curved rail is 2, is symmetrical arranged on the both sides of straight rail.Adopt above-mentioned piler transition device, surface-based transition device is that circular rotating table only rotates in operational process, and melt pit can not expose, and has avoided potential safety hazard.
In the further enforcement of above-mentioned transition operational system, also be included in the hard-wired track optical communication of the orbit free end device 141 of working excavation and be installed in piler optical communication device 142 at the piler afterbody, described track optical communication device 141 transmits photosignals with the operation of control piler 100 in working excavation 110 mutually with piler optical communication device 142.
In the further enforcement of above-mentioned transition operational system, also be included in the bar code band 153 of the side installation of working excavation orbit, described bar code band 153 and described trolley 152 lay respectively at the both sides of described track 151.
In the specific embodiment of the transition operating method of the piler that second aspect present invention provides, adopt above-mentioned each the transition operational system of piler of the present invention, comprising described piler 100 from tunnel, place 111 by after the described transition device 120, falling back runs to the step in target tunnel 112.
In the further enforcement of above-mentioned transition operating method, when the tunnel, place 111 of piler 100 is separated by with target tunnel 112, piler 100 at first advances by the curved rail 121 in the transition device 120 and runs to interdrive 113, and secondly curved rail 121 fall backs by transition device 120 arrive target tunnel 112.
In the further enforcement of above-mentioned transition operating method, when the tunnel, place 111 of piler 100 and target tunnel 112 are adjacent, piler 100 at first runs to the auxilliary road 130 or the tunnel 114 that is separated by from tunnel, place 111 by the straight rail 122 of transition device 120, and curved rail 121 fall backs by transition device 120 arrive adjacent target tunnel 112 then; The described tunnel 114 that is separated by is isolated as insulation strip and tunnel 111, described place by described target tunnel 112.
In the further enforcement of above-mentioned transition operating method, when the tunnel, place 111 of piler 100 and target tunnel 112 are adjacent, piler 100 at first runs to the auxilliary road 130 or the tunnel 114 that is separated by from tunnel, place 111 by the curved rail 121 of transition device 120, and straight rail 122 fall backs by transition device 120 arrive adjacent target tunnel 112 then; The described tunnel 114 that is separated by is isolated as insulation strip and described target tunnel 112 by tunnel 111, described place.
Specify with reference to the accompanying drawings.As shown in Figure 1, the installation site scheme drawing that has shown piler and orbit thereof and electric elements.Comprising the working excavation 110 of three operations with connect auxilliary road 130 and transition device 120 between three working excavations 110.The piler that there is shown in the A tunnel can enter transition device 120 by auxilliary road 130, the curved rail 121 of device 120 of going through transition this moment is connected with the B tunnel, thereby piler can enter the B tunnel, but the locomotive direction was with originally the direction when the A tunnel was opposite---this is a defective of the prior art.With the piler in the A tunnel is the example explanation, when control piler 100 moves in each working excavation 110, needs to be connected with control system at working excavation 110 and piler 100 mounting electric elements.As shown in the figure, be installed with track optical communication device 141 in the left part of piler orbit, track optical communication device 141 is connected with control system, afterbody at piler is equipped with piler optical communication device 142, and track optical communication device 141 transmits signal with the operation of control piler 100 in working excavation 110 with piler optical communication device 142.Trolley 152 (for piler provides power supply) is arranged in the left side of track 151, four end a, b, c, d at piler 100 are equipped with trolley current colector 100a, 100b, 100c, 100d, to guarantee that piler 100 has at least a current colector to contact with trolley to realize power supply in operational process, on control logic, piler 100 is in transition and run to when assisting road 130 the full work of four current colectors (100a, 100b, 100c, 100d); When piler 100 moves, has only two current colectors (100a, 100b) work in the tunnel.On the right side of track 151 bar code band 153 is installed, fore-and-aft direction does not have change all the time when moving in the tunnel owing to piler, therefore a reading terminal (not shown) only is installed on piler and gets final product, and so only need bar code band 153 be installed in a side of track yet.
According to transition operating method of the present invention, operating principle is respectively as Fig. 2～shown in Figure 7.
As shown in Figure 2, shown that piler 100 runs to the scheme drawing in C tunnel from the A tunnel.When piler needs from tunnel, place 111 that (being the A tunnel) runs to the target tunnel 112 (being the C tunnel) that is separated by, at first piler advances and runs to auxilliary road 130 between A, the B tunnel, curved rail 121 by transition device 120 forwards the B tunnel to then, the curved rail 121 of last piler by transition device 120 retreats into the auxilliary road 130 between B, the C tunnel, and the piler fall back is to the C tunnel.
As shown in Figure 3, shown that piler 100 runs to the scheme drawing in B tunnel from the A tunnel.When piler needs from tunnel, place 111 that (being the A tunnel) runs to adjacent target tunnel 112 (being the B tunnel), at first the straight rail 122 of piler by transition device 120 advances and runs to auxilliary road 130 between B, the C tunnel, then the curved rail 121 by transition device 120 from auxilliary road 130 fall backs between B, the C tunnel to the B tunnel.In the present embodiment, piler 100 also can at first at first advance by the transition device and run to the C tunnel, and curved rail 121 fall backs that pass through transition device 120 then are to the B tunnel.
As shown in Figure 4, shown that piler 100 runs to the scheme drawing in C tunnel from the B tunnel.When piler needs from tunnel, place 111 that (being the B tunnel) runs to adjacent target tunnel 112 (being the C tunnel), at first piler advances to run to the auxilliary road 130 between A, the B tunnel or more advance and runs to the A tunnel by the curved rail 121 of transition device 120, and straight rail 122 fall backs by transition device 120 are to the C tunnel then.
As shown in Figure 5, shown that piler 100 runs to the scheme drawing in A tunnel from the B tunnel.When piler needs from tunnel, place 111 that (being the B tunnel) runs to adjacent target tunnel 112 (being the A tunnel), at first piler advances to run to the auxilliary road 130 between B, the C tunnel or more advance and runs to the C tunnel by the curved rail 121 of transition device 120, and straight rail 122 fall backs by transition device 120 are to the A tunnel then.
As shown in Figure 6, shown that piler 100 runs to the scheme drawing in B tunnel from the C tunnel.When piler needs from tunnel, place 111 that (being the C tunnel) runs to adjacent target tunnel 112 (being the B tunnel), at first piler advances to run to the auxilliary road 130 between A, the B tunnel or more advance and runs to the A tunnel by the straight rail 122 of transition device 120, and curved rail 121 fall backs by transition device 120 are to the B tunnel then.
As shown in Figure 7, shown that piler 100 runs to the scheme drawing in A tunnel from the C tunnel.When piler needs from tunnel, place 111 that (being the C tunnel) runs to the target tunnel 112 (being the A tunnel) that is separated by, at first piler by the transition device 120 curved rail 121 run to adjacent B tunnel from the C tunnel, then by the transition device 121 curved rail 121 from B tunnel fall back to the A tunnel.
In addition, realizing that the present invention goes through transition transition device and the principle of work thereof that operating method adopted can be referring to Fig. 8～Figure 10.As shown in Figure 8, the section drawing that shows the piler transition device that the present invention is used.This transition device comprise approach rail, a rail shifter and a day rail shifter, this ground rail shifter is symmetrical arranged up and down with sky rail shifter and all has the curved rail 5,11 and a straight rail 4,10 that can join with approach rail
As shown in Figure 9, the section drawing that has shown ground rail shifter.The ground rail shifter of transition device of the present invention comprises circular rotating table down, and the circular rotating table of this time includes lower rotary table 3, swinging strut 6, actuating device 7 and ground rail are bent rail 5 and the straight rail 4 of ground rail down.Wherein descend swinging strut 6 to be arranged at lower rotary table 3 circle centre positions.Actuating device 7 is arranged at lower rotary table 3 sides, rotates in order to drive this lower rotary table 3.Rail curved rail 5 in ground is installed on this lower rotary table 3 with the straight rail 4 of ground rail, and rail straight rail 4 in ground is installed along lower rotary table 3 diameters, and the neutral angle of the curved rail 5 of ground rail is 90 degree, and the straight rail of the line of centers of the curved rail 5 of ground rail and ground rail 4 is vertical.
As shown in figure 10, the section drawing that has shown day rail shifter.The sky rail shifter of transition device of the present invention comprises circular rotating table, and circular rotating table includes top rotary table 8 on this, upward swinging strut 9, actuating device 12 and day rail are bent a rail 11 and day straight rail 10 of rail.Wherein go up swinging strut 9 and be arranged at top rotary table circle 8 heart places.Actuating device 12 is arranged at top rotary table 8 sides, rotates in order to drive this top rotary table 8.The curved rail 11 of it rail is installed on this top rotary table 8 with day straight rail 10 of rail, and day straight rail 10 of rail is installed along top rotary table 8 diameters, and the neutral angle of the curved rail 11 of day rail is 90 degree, and the straight rail of the line of centers of the curved rail 11 of day rail and sky rail 10 is vertical.
Stacker Crane is by the two groups of horizontal wheel orbiting guiding in bottom, and two groups of track adjusting wheels are along the auxiliary guiding of sky rail operation at the piler top.As shown in figure 11, shown the scheme drawing of Stacker Crane in each tunnel transition.When the rail piler moves between tunnel A, B, the following circular rotating table rotation of ground rail shifter, with on the following circular rotating table an end of the curved rail 5 of rail dock with the fixing straight rail of the ground rail that is positioned at the B tunnel, the other end that the ground rail is bent rail 5 docks with the ground rail approach rail of tunnel A.Simultaneously, the last circular rotating table of day rail shifter is rotation synchronously also, and an end of last circular rotating table Heaven rail being bent rail 11 docks with the fixing straight rail of sky rail that is positioned at the B tunnel, and the other end of the curved rail 11 of day rail docks with day rail approach rail of tunnel A.Stacker Crane just can move in the tunnel at A, B by transition device of the present invention.
When the rail piler need move in A, C tunnel, the following circular rotating table rotation of ground rail shifter, with on the following circular rotating table an end of the straight rail 4 of rail dock with the ground rail approach rail that is positioned at the A tunnel, the other end of the straight rail 4 of ground rail docks with the ground rail approach rail of tunnel C.Simultaneously, the last circular rotating table of day rail shifter is rotation synchronously also, and an end of the straight rail 10 of last circular rotating table Heaven rail is docked with a sky rail approach rail that is positioned at the A tunnel, and the other end of the straight rail 10 of sky rail docks with day rail approach rail of tunnel C.Stacker Crane just can move in the tunnel at A, C by transition device of the present invention.When the rail piler need move in B, C tunnel, principle was identical with when operation in B, C tunnel, here repeated description no longer.In addition, 2 curved rails can be set in the lower rotary table of transition device of the present invention, these 2 curved rails are arranged on the both sides of straight rail respectively symmetrically, and such 2 curved rails can be replaced mutually, to prolong the service life of transition device.Transition device of the present invention, its ground rail shifter is arranged in the melt pit, and lower rotary table sealing melt pit opening.
The present invention is described by some embodiment, and those skilled in the art know, under the situation that does not break away from the spirit and scope of the present invention, can carry out various changes or equivalence replacement to these features and embodiment.In addition, under instruction of the present invention, can make amendment to these features and embodiment can not break away from the spirit and scope of the present invention to adapt to concrete situation and material.Therefore, the present invention is not subjected to the restriction of specific embodiment disclosed herein, and all interior embodiment of claim scope that fall into the application belong to protection scope of the present invention.
Claims (9)
1, a kind of transition operational system of piler, it comprises piler, at least two working excavations, is arranged at the transition device of described two working excavation junctions; Described working excavation comprises orbit and power supply trolley; Described transition device comprise ground rail shifter, day rail shifter and respectively with ground rail shifter and approach rail that day the rail shifter matches, this ground rail shifter is symmetrical arranged up and down with a sky rail shifter and all has the curved rail and a straight rail that can be communicated with approach rail; The described approach rail other end is connected with working excavation, it is characterized in that:
Described ground rail shifter comprises circular rotating table down, and the circular rotating table of this time includes lower rotary table, is arranged at the following swinging strut of lower rotary table circle centre position and drives the actuating device that this lower rotary table rotates, and described curved rail is installed on this lower rotary table with straight rail;
The rail shifter comprised circular rotating table in described day, and circular rotating table includes top rotary table, is arranged at the last swinging strut of top rotary table circle centre position and drives the actuating device that this top rotary table rotates on this, and described curved rail is installed on this top rotary table with straight rail.
2, transition operational system according to claim 1, it is characterized in that: described at least two working excavation junctions also are provided with auxilliary road, one end of the approach rail that is provided with in the described auxilliary road is connected with the track of working excavation, and the other end is connected with described transition device and can be communicated with curved rail or straight rail wherein.
3, transition operational system according to claim 1 is characterized in that: install along disk diameter at the above straight rail of described upper and lower rotating disk, the neutral angle of described curved rail is 90 degree, and the line of centers of curved rail is vertical with straight rail; And/or described curved rail is 2, is symmetrical arranged on the both sides of straight rail.
4, according to each described transition operational system of claim 1～3, it is characterized in that: it also is included in the orbit free end hard-wired track optical communication device of working excavation and is installed in piler optical communication device at the piler afterbody, and described track optical communication device and piler optical communication device transmit photosignal mutually with the operation of control piler in working excavation.
5, transition operational system according to claim 4 is characterized in that: the bar code band that its side that also is included in the working excavation orbit is installed, described bar code band and described trolley lay respectively at the both sides of described track.
6, a kind of transition operating method of piler is characterized in that: it adopts each described transition operational system of claim 1～5, comprise described piler from the tunnel, place by after the described transition device, falling back runs to the step in target tunnel.
7, transition operating method according to claim 6, it is characterized in that: when the tunnel, place of piler and target tunnel are separated by, piler at first advances by the curved rail in the transition device and runs to interdrive, and secondly the curved rail fall back by the transition device arrives the target tunnel.
8, transition operating method according to claim 6, it is characterized in that: when the tunnel, place of piler is adjacent with the target tunnel, piler at first runs to the auxilliary road or the tunnel that is separated by from the tunnel, place by the straight rail of transition device, and the curved rail fall back by the transition device arrives adjacent target tunnel then; The described tunnel that is separated by is isolated as insulation strip and tunnel, described place by described target tunnel.
9, transition operating method according to claim 6, it is characterized in that: when the tunnel, place of piler is adjacent with the target tunnel, piler at first runs to the auxilliary road or the tunnel that is separated by from the tunnel, place by the curved rail of transition device, and the straight rail fall back by the transition device arrives adjacent target tunnel then; The described tunnel that is separated by is isolated as insulation strip and described target tunnel by tunnel, described place.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100029644A CN101481040B (en) | 2008-01-11 | 2008-01-11 | Switch operation system and method of buck stacker |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100029644A CN101481040B (en) | 2008-01-11 | 2008-01-11 | Switch operation system and method of buck stacker |
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| CN101481040B CN101481040B (en) | 2012-01-11 |
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| CN102991923A (en) * | 2011-09-14 | 2013-03-27 | 深圳中集天达空港设备有限公司 | Shunting device of rail stacker and shunting system with same and shunting method |
| CN103189884A (en) * | 2011-10-18 | 2013-07-03 | 李效应 | Novel method for luggage and material transport----one-to-one transmission method |
| CN104635563A (en) * | 2013-11-14 | 2015-05-20 | 沈阳新松机器人自动化股份有限公司 | Stack machine with double-position closed-loop control system |
| CN108163512A (en) * | 2017-12-31 | 2018-06-15 | 嘉兴君屹工程有限公司 | A kind of L-type slide unit |
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| DE4434714C2 (en) * | 1994-09-28 | 1996-10-17 | Froreich Andre Von | Conveyor system |
| 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 |
| CN2488880Y (en) * | 2001-05-23 | 2002-05-01 | 金坛市科贸实业有限公司 | Material flow distributor for flow production line |
| CN2564515Y (en) * | 2002-08-26 | 2003-08-06 | 江苏天奇物流***工程股份有限公司 | Track switching device |
| CN2615094Y (en) * | 2003-05-20 | 2004-05-12 | 江苏天奇物流***工程股份有限公司 | Jacking rotating mechanism |
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| CN103189884A (en) * | 2011-10-18 | 2013-07-03 | 李效应 | Novel method for luggage and material transport----one-to-one transmission method |
| CN104635563A (en) * | 2013-11-14 | 2015-05-20 | 沈阳新松机器人自动化股份有限公司 | Stack machine with double-position closed-loop control system |
| EP3480358A1 (en) * | 2017-11-02 | 2019-05-08 | Mecalux S.A | Switch system for rail-guided vehicle-based transport systems |
| CN108163512A (en) * | 2017-12-31 | 2018-06-15 | 嘉兴君屹工程有限公司 | A kind of L-type slide unit |
| CN112158512A (en) * | 2020-09-09 | 2021-01-01 | 意欧斯物流科技(上海)有限公司 | Novel communication architecture device, system and method of turnout stacker |
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