Early strength flexible double-liquid grouting material for expressway subgrade repair and preparation method thereof
A double-liquid grouting and high-speed road technology, which is applied in the field of road engineering, can solve the problems of lack of toughness, low early strength, and poor groutability of the solidified body, and achieve the effects of good durability, good stability, and avoiding waste
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Embodiment 1
[0013] Early-strength flexible two-component grouting material for expressway subgrade repair, including A component and B component, A component includes sulfoaluminate cement clinker 75kg, quartz powder 15.5kg, water reducing agent 0.5kg, early strength agent 2kg, 1kg of suspending agent and 6kg of composite chain extender, wherein the composite chain extender is composed of glucose, sodium polyaspartate and triethanolamine in a weight ratio of 3:1:1; component B includes 50kg of gypsum, 15kg of quicklime, 20kg of quartz powder, 2kg of suspending agent and 13kg of polyester, wherein the polyester is prepared by adding a catalyst in a reactor to react polyisocyanate with dehydrated hydroxyl-terminated liquid polybutadiene and polyoxypropylene diol; the water reducer is At least one of polycarboxylate water reducer or naphthalene-based water reducer; suspending agent is at least one of bentonite or cellulose sodium; early strength agent is at least one of triethanolamine, lithi...
Embodiment 2
[0021] Early-strength flexible double-liquid grouting material for expressway subgrade repair, including A component and B component, A component includes 72.2kg of sulphoaluminate cement clinker, 19kg of quartz powder, 0.8kg of water reducing agent, early strength agent 1kg, 2kg of suspending agent and 5kg of composite chain extender, wherein the composite chain extender is composed of glucose, sodium polyaspartate and triethanolamine in a weight ratio of 3:1:1; component B includes 43kg of gypsum, 17kg of quicklime, 22kg of quartz powder, 3kg of suspending agent and 15kg of polyester, wherein the polyester is prepared by adding a catalyst in a reactor to react polyisocyanate with dehydrated hydroxyl-terminated liquid polybutadiene and polyoxypropylene diol; the water reducer is At least one of polycarboxylate water reducer or naphthalene-based water reducer; suspending agent is at least one of bentonite or cellulose sodium; early strength agent is at least one of triethanolam...
Embodiment 3
[0029] Early-strength flexible two-component grouting material for highway subgrade repair, including A component and B component, A component includes sulfoaluminate cement clinker 80kg, quartz powder 12.4kg, water reducing agent 0.6kg, early strength agent 2kg, 1kg of suspending agent and 4kg of composite chain extender, wherein the composite chain extender is composed of glucose, sodium polyaspartate and triethanolamine in a weight ratio of 3:1:1; component B includes 65kg of gypsum, 10kg of quicklime, 12kg of quartz powder, 3kg of suspending agent and 10kg of polyester, wherein the polyester is prepared by adding a catalyst in a reactor to react polyisocyanate with dehydrated hydroxyl-terminated liquid polybutadiene and polyoxypropylene diol; the water reducer is At least one of polycarboxylate water reducer or naphthalene-based water reducer; suspending agent is at least one of bentonite or cellulose sodium; early strength agent is at least one of triethanolamine, lithium ...
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