Fiber-reinforced sludge curing agent
A technology of fiber reinforcement and curing agent, applied in the direction of dewatering/drying/concentrating sludge treatment, etc., can solve the problems of high brittleness, easy cracking, poor toughness, etc.
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Embodiment 1
[0019] The fiber-reinforced sludge solidifying agent of the present embodiment comprises each component of following weight percent content: solidifying material 99%, polypropylene fiber 1%; Wherein the composition formula of solidifying material is: slag 10%, fly ash 40%, cement 20%, lime 25%, activator sodium sulfate 5%. In this implementation case, 80 kg of curing agent is added to each cubic silt. After the solidified soil is solidified, the unconfined compressive strength reaches 241KPa at 7 days, 295KPa at 14 days, and 338KPa at 28 days. At the same time, the dry-wet cycle performance of the solidified soil basically tends to be stable.
Embodiment 2
[0021] The fiber-reinforced sludge solidifying agent of the present embodiment comprises each component of following weight percentage content: solidified material 99.2%, bamboo fiber 0.8%; Wherein the composition formula of solidified material is: slag 20%, fly ash 35%, cement 15% %, lime 29.5%, activator sodium silicate 0.5%. In this implementation case, 80 kg of curing agent is added to each cubic silt. After the solidified soil is solidified, the unconfined compressive strength reaches 201KPa at 7 days, 255KPa at 14 days, and 298KPa at 28 days. At the same time, the dry-wet cycle performance of the solidified soil basically tends to be stable.
Embodiment 3
[0023] The fiber-reinforced sludge solidifying agent of the present embodiment comprises each component of following weight percent content: solidifying material 99.4%, polypropylene fiber 0.4%, bamboo fiber 0.2%; Wherein the composition formula of solidifying material is: slag 30%, pulverized coal Ash 15%, cement 25%, lime 25.5%, activator sodium sulfate 4.5%. In this implementation case, 80 kg of curing agent is added to each cubic silt. After the solidified soil is solidified, the unconfined compressive strength reaches 271KPa at 7 days, 325KPa at 14 days, and 408KPa at 28 days. At the same time, the dry-wet cycle performance of the solidified soil basically tends to be stable.
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