Shield tunneling machine synchronous grouting material containing recycled fine construction waste powder and preparation method thereof
A construction waste and synchronous grouting technology, which is applied in the field of construction waste resource treatment and utilization, can solve the problems that the recycled fine powder cannot be used or processed, and achieve the effect of preventing floating, low cost and maintaining stability
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Embodiment 1
[0042] Synchronous grouting material adopts 42.5 ordinary portland cement 80kg, construction waste fine powder 250kg, sodium bentonite 10kg, natural fine sand 710kg, polycarboxylate superplasticizer 0.8kg, hydroxypropyl methyl cellulose ether 0.01kg, Industrial tap water 300kg.
[0043] Experimental results: a, consistency: 115 mm; b, water retention rate: 93%; c, 0.3 MPa after 24 hours; d, 7d strength: 0.8 MPa; e, 28d strength: 2.9 MPa; f, consolidation shrinkage rate 5%; g, decantation rate: 3%.
Embodiment 2
[0045] The synchronous grouting material uses 140kg of 42.5 ordinary Portland cement, 380kg of construction waste fine powder, 50kg of calcium-based bentonite, 940kg of recycled sand, 1.4kg of polycarboxylate superplasticizer, and 0.1kg of hydroxypropyl methyl cellulose ether. Use tap water 450kg.
[0046] Experimental results: a. Consistency: 120mm; b. Water retention rate: 90%; c. 0.57 MPa after 24h; d. 7d strength: 1.22MPa; e. 28d strength: 3.56 MPa; f. Consolidation shrinkage rate 3%; g , Decantation rate: 2%.
Embodiment 3
[0048] 140kg of slaked lime powder, 250kg of construction waste fine powder, 50kg of sodium bentonite, 710kg of natural fine sand, 1.4kg of polycarboxylate superplasticizer, 0.1kg of hydroxypropyl methylcellulose ether, and 450kg of industrial tap water are used for synchronous grouting. kg.
[0049]Experimental results: a. Consistency: 90 mm; b. Water retention rate: 95%; c. 0.27 MPa after 24h; d. Strength at 7d: 0.62 MPa; e. Strength at 28d: 2.82 MPa; f. Consolidation shrinkage rate: 2%; g, decantation rate: 2%.
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