Aggregate surface strengthening method and equipment
A surface strengthening and aggregate technology, applied in the field of aggregate surface strengthening, can solve the problem that porous and macroporous aggregates are not suitable for strengthening
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Embodiment 1
[0081] After autoclaved aerated concrete block aggregates are subjected to self-impact and friction shaping treatment by the aggregate shaping part 1, shaped coarse aggregates close to round or oval are obtained; into the wetting part 3 and sprayed with water mist to obtain a wet aggregate with a moisture content of 18%;
[0082] The wet aggregate falls into the first vibrating sieve 4 for the first sieving treatment, the under-sieve part is wet aggregate with a single particle size, the single particle size wet aggregate particle size is 6mm, and the cylinder compressive strength is 1.6 MPa;
[0083] The single-size wet aggregate falls into the mixer 5-3 through the aggregate batching hopper 5-1 and mixes evenly with the aluminate cement slurry, and falls into the second vibrating screen 6- through the lower hopper 5-4. 1 (the size of the sieve hole is 4mm, and the inclination angle is 25°), the second screening process is carried out, and the excess aluminate cement slurry ...
Embodiment 2
[0087] After autoclaved aerated concrete block aggregates are subjected to self-impact and friction shaping treatment by the aggregate shaping part 1, shaped coarse aggregates close to round or oval are obtained; into the wetting part 3 and sprayed with water mist to obtain a wet aggregate with a moisture content of 10%;
[0088] The wet aggregate falls into the first vibrating sieve 4 for the first sieving treatment, the under-sieve part is a wet aggregate with a single particle size, the particle size of the wet aggregate with a single particle size is 5 mm, and the cylinder compressive strength is 1.0 MPa;
[0089] The single-size wet aggregate falls into the mixer 5-3 through the aggregate batching hopper 5-1 and mixes evenly with the aluminate cement slurry, and falls into the second vibrating screen 6- through the lower hopper 5-4. 1 (the size of the sieve hole is 4mm, and the inclination angle is 20°), the second screening process is carried out, and the excess alumina...
Embodiment 3
[0093] After autoclaved aerated concrete block aggregates are subjected to self-impact and friction shaping treatment by the aggregate shaping part 1, shaped coarse aggregates close to round or oval are obtained; into the wetting part 3 and sprayed with water mist to obtain a wet aggregate with a moisture content of 20%;
[0094] The wetted aggregate falls into the first vibrating screen 4 for the first sieving treatment, the under-sieve part is wetted aggregate with a single particle size, the particle size of the wetted aggregate with a single particle size is 10mm, and the cylinder compressive strength is 0.8 MPa;
[0095] The single-size wet aggregate falls into the mixer 5-3 through the aggregate batching hopper 5-1 and mixes evenly with the aluminate cement slurry, and falls into the second vibrating screen 6- through the lower hopper 5-4. 1 (the size of the sieve hole is 7mm, and the inclination angle is 14°), the second screening process is carried out, and the excess...
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