Paste combined filling method utilizing solid wastes of mine
A solid waste and paste technology, which is applied in the direction of filling, mining equipment, earth cube drilling and mining, etc., can solve the problems of low crushing efficiency, low concentration of filling materials, large excavation waste rocks, etc., and achieves reliable and reliable results. Environmental and safety issues, the effect of convenient on-site operation
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Embodiment 1
[0017] First, build a filling partition wall at the entrance of the underground goaf. If the filling partition wall is a concrete partition wall, the thickness is 30cm, the concrete grade is C15-C25, and the curing period is 24h-48h; The lumpiness of the content lower than the cut-off grade is 0~400mm waste rock, the loose angle of repose is 40°, and the filling volume ratio of waste rock is 10%; then, the percentage by weight is 6.25% of slag cement and 78.75% of aggregate (accounting for The mass percentage is 60%, the particle size is 0~25mm, it is weakly alkaline, and the metal mine beneficiation waste with a -20um content of 15~85% is dehydrated and concentrated, and the weight concentration is 70% mixed with water quenching slag 40%) and water 15% is prepared into a paste cementing material with a weight concentration of 75% in a mixer; the paste cementing material is transported to the goaf by gravity along the filling pipeline, and the pipeline specification is φ150mm, ...
Embodiment 2
[0019] First, build a filling partition wall at the entrance of the goaf underground. If the filling partition wall is a flexible partition wall; the target metal content in the goaf is filled with waste rocks of 0-400mm in size and the angle of repose is loose. 45°, and the volume ratio of waste rock filling is 45%; then, 30% by weight of slag cement and 50% of aggregate (60% by weight of particles with a particle size of 0-25mm are weakly alkaline, - 20um content of 15~85% metal mine beneficiation waste is dehydrated and concentrated, the weight concentration is 70% mixed with water quenching slag 40%) and water 20% is prepared in a mixer to prepare a paste cementing material with a weight concentration of 80%; The paste cementing material is transported to the goaf by gravity along the filling pipeline, the pipe specification is φ200mm, the paste cementing material penetrates into the pores of the waste rock, and forms a joint filling body with the waste rock after solidific...
Embodiment 3
[0021] First of all, build a filling partition wall at the entrance of the underground goaf. If the filling partition wall is a concrete partition wall, the thickness is 70cm, the concrete grade is C15-C25, and the curing period is 24h-48h; the target metal is filled in the goaf The lumpiness of the content lower than the cut-off grade is 0~400mm waste rock, the loose angle of repose is 40°, and the filling volume ratio of waste rock is 10%; then, the percentage by weight is 6.25% of slag cement and 78.75% of aggregate (accounting for The mass percentage is 60%, the particle size is 0~25mm, it is weakly alkaline, and the metal mine beneficiation waste with a -20um content of 15~85% is dehydrated and concentrated, and the weight concentration is 70% mixed with water quenching slag 40%) and water 15% is prepared into a paste cementing material with a weight concentration of 75% in a mixer; the paste cementing material is transported to the goaf by gravity along the filling pipeli...
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