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    • 11. 发明申请
    • AN AUTOMATED LOAD HANDLING SYSTEM
    • WO2022219066A2
    • 2022-10-20
    • PCT/EP2022/059921
    • 2022-04-13
    • OCADO INNOVATION LIMITED
    • KAROLINCZAK, PawelLINDBO, Lars Sverker TureWHELAN, MatthewINGRAM-TEDD, Andrew
    • B65G1/04B65G1/137B64F1/36B64F1/368B65G1/0464B65G1/0478B65G1/1378B65G2201/0264
    • An automated load handling system (50) comprising A) a first automated storage and retrieval system (52) and a second automated storage and retrieval system (54), each automated storage and retrieval system of the first and the second automated storage and retrieval system (52, 54) comprising, i) a grid framework structure (1) comprising: a) a track system arranged in a grid pattern and comprising a plurality of grid cells, each grid cell defining a grid opening (15), b) a plurality of storage columns, each storage column being arranged to store a respective stack of storage containers for storing one or more items, wherein the stack of storage containers is located beneath the track system such that each stack of storage containers occupies a single grid space or grid cell, ii) a plurality of robotic load handling devices (31) operative on the track system for lifting and moving one or more storage containers from a stack, B) at least one port column (58) extending downwardly from a grid opening of the track system of each of the first and the second automated storage and retrieval systems through which a respective robotic load handling device operative on the track system is able to drop off and pick up one or more storage containers; characterised in that the automated load handling system further comprises: C) at least one transfer system (56) configured to transfer one or more storage containers or one or more items from the storage containers from the at least one port column (58) of the first automated storage and retrieval system (52) to the at least one port column of the second automated storage and retrieval system (54), and wherein the grid opening (15) of the track system of the first automated storage and retrieval system (52) is a different size to the grid opening (15) of the track system of the second automated storage and retrieval system (54) such that the grid framework structure of the first automated storage and retrieval system is configured to store storage containers that are differently sized to the storage containers stored in the grid framework structure of the second automated storage and retrieval system.
    • 13. 发明申请
    • A GRID FRAMEWORK STRUCTURE
    • WO2021254917A1
    • 2021-12-23
    • PCT/EP2021/065866
    • 2021-06-11
    • OCADO INNOVATION LIMITED
    • BOHAN, Stephen
    • B65G1/04E04H9/02B65G1/02B65G1/0464B65G1/0478
    • An anti-seismic grid framework system (206) comprising a grid framework structure (114) for supporting a load handling device (30) operative to move one or more containers (10) in a stack (12), said grid framework structure (114) comprising: a series of intersecting grid members (118, 120) arranged to form a grid (50) comprising a plurality of substantially rectangular frames (54) in a horizontal plane, each of the substantially rectangular frames (54) constituting a grid cell, said grid (50) is supported by a plurality of upright columns (116) at each of the intersections (56) of the series of grid members (118, 120) to form a plurality of vertical storage locations (58) for containers (10) to be stacked between the upright columns (116) and be guided by the upright columns (116) in a vertical direction through the plurality of substantially rectangular frames (54), characterised in that: the anti-seismic grid framework system (206) further comprises a seismic isolation system (208) for reducing seismic forces acting on the grid framework structure (114), wherein the grid framework structure (114) is supported by the seismic isolation system (208), the seismic isolation system (208) comprising a superstructure (202) and a substructure (200), and at least one base isolation device (204) disposed between the superstructure (202) and the substructure (200) such that the at least one base isolation device (204) suppresses movement of the superstructure (202) relative to the substructure (200) in a seismic event.