A kind of steel slag curing agent and steel slag pavement base material prepared by using it
A pavement base material and curing agent technology, applied in the field of building materials, can solve problems such as difficult to use, poor quality, and violations
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Embodiment 1
[0049] A kind of granular curing agent and steel slag pavement base material prepared by using it, the preparation process includes the following steps:
[0050] Steel slag curing agent
[0051] With alkaline catalyst, gypsum powder, silica fume, calcium chloride, expansion agent, and magnesium oxide as raw materials, each raw material is weighed according to the proportioning conditions described in Table 1-1;
[0052] Steel slag pavement base material
[0053] 1) Take steel slag and cement as raw materials, and take each raw material by weighing the proportioning conditions described in Table 1-2;
[0054] 2) Prepare the sample according to the optimal water content (the optimal water content is 20.7%); weigh 2.0-2.5 kg of powdery steel slag in the test pan, and spray the pre-calculated amount of water evenly on the sample. Then put it into an airtight plastic bag and soak it for later use. The soaking time should be controlled within 12-24 hours;
[0055] 3) Put the soak...
Embodiment 2-4
[0073] The preparation process of the granular solidifying agent and steel slag pavement base material described in Example 2-4 is roughly the same as that of Example 1, the difference being that the formulas used are specifically shown in Tables 2-1 and 2-2; the obtained high-strength and low-shrinkage anti- See Table 2-3 for the test block strength test results of cracked pavement base materials, see Table 2-4 for the water stability test results, and see Table 2-5 for the crack resistance test results.
[0074] Table 2-1 Steel slag curing agent composition / %
[0075]
[0076] Table 2-2 Composition and dosage of each raw material in pavement base material / %
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[0078] Table 2-3 Pavement Base Material Strength
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[0080] Table 2-4 Water Stability Coefficient of Stabilized Soil with Reduced Reinforcing Materials
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[0082] Table 2-5 Changes in drying shrinkage characteristics of steel slag soil with age
[0083]
Embodiment 5-7
[0085] The preparation process of the granular solidifying agent and steel slag pavement base material described in Examples 5-7 is roughly the same as that of Example 1, except that the formulas used are shown in Tables 3-1 and 3-2; the obtained high-strength and low-shrinkage anti- See Table 3-3 for the test block strength test results of cracked pavement base materials, see Table 3-4 for the water stability test results, and see Table 3-5 for the crack resistance test results.
[0086] Table 3-1 Steel slag curing agent composition / %
[0087]
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[0089] Table 3-2 Composition and dosage of each raw material in pavement base material / %
[0090]
[0091] Table 3-3 Pavement Base Material Strength
[0092]
[0093] Table 3-4 Water Stability Coefficient of Reinforced Steel Slag Soil
[0094]
[0095] Table 3-5 Changes in drying shrinkage characteristics of steel slag soil with age
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[0097] The above results show that: the 7d unconfined compress...
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