In　order　to　investigate　the　bonding　performance　between　ultra-high　performance　glass　sand　concrete　（UHPGC）　and　HRB600　high-strength　reinforcement，　the　influences　of　water-cement　ratio　（0.17，0.19，0.21），steel　fiber　volume　fraction（1%，2%，3%）and　glass　sand　replacement　ratio（0%，50%，100%）　on　the　working　and　mechanical　properties　of　UHPGC　were　analyzed.　The　variations　of　bonding　performance　between　UHPGC-HRB600　were　clarified　based　on　pull-out　test　and　acoustic　emission　monitoring.　The　results　reveal　that　the　addition　of　glass　sand　can　improve　the　compressive　strength　of　UHPGC，　and　corresponding　optimum　replacement　ratio　is　50%.　The　bond　strength　is　positively　correlated　with　the　water-cement　ratio　and　the　amount　of　steel　fiber，while　it　presents　first　increase　and　then　decrease　with　the　increase　of　the　replacement　ratio　of　glass　sand.　The　bond-slip　failure　between　UHPGC　and　HRB600　can　be　mainly　divided　into　two　types：splitting　failure　and　shear　pullout　failure.　The　acoustic　emission　parameters　exhibit　favorable　bond-slip　characterization　ability.　©　2023　Editorial　Board　of　Jilin　University.　All　rights　reserved.