In　order　to　solve　the　harm　of　industrial　waste　such　as　lithium　slag　and　waste　rubber　to　the　environment,　this　paper　put　forward　the　structure　of　lithium　slag　and　rubber　concrete-filled　steel　tube　(LSRuCFST)　stub　column,　which　was　replaced　cement　and　sand　in　concrete　by　lithium　slag　and　waste　rubber　respectively.　Through　the　axial　compression　test　of　11　LSRuCFST　specimens　with　various　lithium　slag　replacement　ratios　(0,　10%,　20%,　30%)　and　rubber　replacement　ratios　(0,　5%,　10%,　20%,　30%),　the　damage　patterns　and　mechanical　characteristics　of　LSRuCFST　columns　were　studied.　The　experimental　phenomena　showed　that　the　damage　patterns　of　11　specimens　were　similar　to　the　ordinary　concrete-filled　steel　tube　(CFST)　colunms.　With　20%　replacement　ratio　of　lithium　slag　and　10%　replacement　ratio　of　rubber,　the　largest　increase　of　bearing　capacity　was　optimal.　Then,　the　bearing　capacities　of　LSRuCFST　columns　were　investigated　by　domestic　and　international　standards.　Due　to　conservative　predicted　results,　a　modified　computational　formal　for　the　LSRuCFST　column　bearing　capacity　was　presented　and　verified　by　the　test　results　of　references.