Production method of recycled aggregates of building wastes
A technology of construction waste and production methods, applied in the field of building materials, can solve problems such as environmental secondary pollution, vegetation, groundwater impact, waste of manpower and material resources, discharge site maintenance, etc., achieve stable performance, avoid energy problems and environmental problems, and solve The effect of stacking land occupation and environmental pollution problems
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Embodiment 1
[0021] A method for producing recycled aggregate from construction waste, comprising the steps of:
[0022] (a) Pre-screening: use a vibrating screen with a sieve size of 0.8mm-50mm to pre-screen the collected construction waste to screen out the muddy fines in the construction waste;
[0023] (b) Impurity removal: remove iron impurities and light impurities from the pre-screened construction waste by means of magnetic separation and winnowing supplemented by manual methods;
[0024] (c) Primary crushing: Jaw crushing and / or impact crushing is used to first crush the construction waste after removal of impurities, and crush the construction waste into block raw materials with a particle size not greater than the upper limit A1 of the particle size. Among them, the value range of A1 is 30-1000mm;
[0025] (d) Primary screening: Use a vibrating screen to perform primary screening on the construction waste obtained after primary crushing, return the construction waste with a par...
Embodiment 2
[0035] The rest of the steps are the same as in Example 1, and after the secondary crushing in step e, there is also a shaping step: through ball milling or rod milling, the edges and corners of the secondary crushing particle raw materials are removed. The reason for increasing the shaping step after step e is as follows: the one is because the particle raw material after crushing has many edges and corners, and the porosity increases, and the amount of cement slurry required when mixing concrete increases, so cutting off the edges and corners can reduce the amount of cement; two. Removing edges and corners can improve the adhesive interface between recycled aggregate and cement slurry, and increase the adhesive strength.
Embodiment 3
[0037]The rest of the steps are the same as in Example 2. After the shaping step, a washing step is also included, and the alkali content is less than or equal to 1500mg / L, the pH value is greater than or equal to 4.5, the chloride ion content is less than or equal to 1000mg / L, and the sulfate ion content is less than or equal to 4.5. Or equal to 2000mg / L of washing liquid to wash the coarse aggregate and fine aggregate. The reason for adding the water washing step after the shaping step is as follows: because the granular aggregate after shaping contains more micropowder, the water washing step is to remove excess micropowder in the coarse aggregate and fine aggregate products.
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