Method for obviously reducing aggregate unevenness of cement stabilized macadam unconfined compressive strength mixture prepared by vibration stirring method
A technology of cement stabilizing gravel and vibrating mixing, which is applied to cement mixing devices, clay preparation devices, chemical instruments and methods, etc., can solve the problems of waste of resources, increased discreteness, and increased cement design dosage, and achieves ingenious design, The operation is simple and convenient, and the effect of uneven aggregate is weakened
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Embodiment 1
[0037] In the "Test Regulations for Highway Inorganic Binder Stable Materials", it is stipulated that the number of formed test pieces without lateral compressive strength is 9. In order to facilitate the equalization of the cement-stabilized gravel mixture prepared by the vibration stirring method, the number of It is set to 8, that is, each 1 / 8 equal portion of the cement-stabilized gravel mixture (that is, the mixture without lateral compressive strength) is independently formed as a test piece. The diameter and height of the unconfined compressive strength test piece are both 15cm, and the total weight of the unconfined compressive strength test piece after forming is about 6.5kg. Considering factors such as the cement-stabilized gravel mixture sticking to the pot and the loss during the mixing process, the molding weight of a single unconfined compressive strength specimen was taken as 7kg, and the mixing volume in a single pot was 56kg.
[0038]Each sample without latera...
Embodiment 2
[0041] Basically the same as Example 1, the difference is that each part of material without lateral compressive strength includes 6.49kg of graded gravel, 0.21kg of PO 42.5 cement, and 0.3kg of water, a total of 7kg, that is, the cement content ωc is 3.0% Weight; the stockpiles are in the shape of a round table.
Embodiment 3
[0043] Basically the same as in Example 1, the difference is that each test piece without lateral compressive strength includes 6.455kg of graded gravel, 0.245kg of PO 42.5 cement, and 0.3kg of water, a total of 7kg, that is, the cement content ωc is 3.5% weight.
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