Method for preparing wall and floor tile adhesive mortar by using mill tailings
A technology for bonding mortar and mine tailings, which is applied in the field of building materials, can solve problems such as consumption, large river sand resources, and high energy consumption in production, and achieve the effects of cost reduction, high bonding strength, and high-quality building quality
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Embodiment 1
[0031] Components and weight / number ratios of bonding mortar: 100 parts of Portland cement, 80 parts of fly ash, 300 parts of iron tailings, 14.5 parts of redispersible latex powder, and 0.3 parts of water reducing agent. The preparation method is: Dry the iron tailings sand to make the moisture content 1%, and then mix it with Portland cement, fly ash, water reducer, and redispersible polymer latex powder through a gravity-free mixer to form a dry powder. Mortar products.
[0032] The Portland cement is an ordinary Portland cement 42.5 strength grade cement conforming to the GB175 "General Portland Cement" standard.
[0033] The particle size distribution range of the iron tailings sand is 0.01mm-1.2mm, and the fineness modulus is 0.9.
[0034] The fly ash meets the Class II grade specified in GB / T 1596 "Fly Ash Used in Cement and Concrete".
[0035] The water reducer belongs to the naphthalene sulfonate series, which meets the requirements of the GB8076 "Concrete Admixture...
Embodiment 2
[0044] Components and weight / number ratios of bonding mortar: 200 parts of Portland cement, 100 parts of fly ash, 350 parts of copper tailings, 16 parts of redispersible latex powder, 0.5 parts of water reducing agent. The preparation method is: Dry the copper tailings sand to make the moisture content 2.5%, and then mix it with Portland cement, fly ash, water reducer, and redispersible polymer latex powder through a gravity-free mixer to form a dry powder. Mortar products.
[0045] The Portland cement is slag Portland cement 32.5 strength grade cement conforming to the GB175 "General Portland Cement" standard.
[0046] The particle size distribution range of the copper tailings sand is 0.01mm-1.2mm, and the fineness modulus is 0.8.
[0047] The fly ash meets the Class I grade specified in GB / T 1596 "Fly Ash Used in Cement and Concrete".
[0048] The water reducer belongs to the naphthalene sulfonate series, which meets the requirements of the GB8076 "Concrete Admixture" sta...
Embodiment 3
[0057] Components and weight / number ratios of the bonding mortar: 165 parts of Portland cement, 30 parts of fly ash, 560 parts of iron tailings, 3 parts of redispersible latex powder, and 0.6 parts of water reducing agent. The preparation method is: Dry the iron tailings sand to make the moisture content 3.9%, and then mix it with Portland cement, fly ash, water reducer, and redispersible polymer latex powder through a gravity-free mixer to form a dry powder Mortar products.
[0058] The Portland cement is an ordinary Portland cement 42.5 strength grade cement conforming to the GB175 "General Portland Cement" standard.
[0059] The particle size distribution range of the iron tailings sand is 0.01mm-1.2mm, and the fineness modulus is 1.0.
[0060] The fly ash meets the Class II grade specified in GB / T 1596 "Fly Ash Used in Cement and Concrete".
[0061] The water reducer belongs to the naphthalene sulfonate series, which meets the requirements of the GB8076 "Concrete Admixtu...
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