Post-tensioned prestressed pipeline geopolymer grouting material and its admixture in high temperature environment
A post-tensioning, geopolymer technology, applied in solid waste management, sustainable waste treatment, cement production, etc., can solve problems such as non-involvement, avoid self-shrinkage, avoid internal relative humidity reduction, and large pore volume Effect
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Embodiment 1
[0030] Embodiment 1: An admixture for post-tensioned prestressed pipeline geopolymer grouting material in a high temperature environment, including A component and B component, wherein,
[0031] Component A is made by mixing the following components evenly according to the weight ratio:
[0032] Burnt quicklime: 55.33%,
[0033] Meerschaum: 11.34%,
[0034] Magnesium aluminum silicate: 16.64%,
[0035] Vinyl glue: 0.03%,
[0036] Calcium nitrate: 16.66%;
[0037] Component B is made by mixing the following components evenly according to the weight ratio:
[0038] Anti-mud type polycarboxylate superplasticizer: 30%,
[0039] Calcium lignosulfonate: 10%,
[0040] Water: 60%.
[0041] The post-tensioned prestressed pipeline geopolymer grouting material using the admixture in Example 1 is made from the following raw materials: 2000g of Ⅱ grade fly ash, 2000g of S95 grade granulated blast furnace slag, 1026g of water glass, 78g of sodium hydroxide, Water 652g, A component 4...
Embodiment 2
[0042] Embodiment 2: an admixture for polymer grouting materials for post-tensioned prestressed pipelines under high temperature environment, including A component and B component, wherein,
[0043] Component A is made by mixing the following components evenly according to the weight ratio:
[0044] Burnt quicklime: 54.50%,
[0045] Meerschaum: 12.14%,
[0046] Polymeric thixotropic lubricant: 16.62%,
[0047] Vinyl glue: 0.08%,
[0048] Calcium nitrate: 8.33%,
[0050] Component B is made by mixing the following components evenly according to the weight ratio:
[0051] Anti-mud type polycarboxylate superplasticizer: 40%,
[0052] Water: 60%.
[0053] The post-tensioned prestressed pipeline geopolymer grouting material using the admixture in Example 2 is made from the following raw materials: 1800g of Ⅱ grade fly ash, 2200g of S95 grade granulated blast furnace slag, 1026g of water glass, 78g of sodium hydroxide, Water 610g, A component 52...
Embodiment 3
[0054] Embodiment 3: An admixture for polymer grouting materials for post-tensioned prestressed pipelines under high temperature environment, including A component and B component, wherein,
[0055] Component A is made by mixing the following components evenly according to the weight ratio:
[0056] Burnt quicklime: 57.16%,
[0057] Sepiolite: 9.54%,
[0058] Smectite: 16.60%,
[0059] Vinyl glue: 0.10%,
[0060] Zinc nitrate: 16.60%;
[0061] Component B is made by mixing the following components evenly according to the weight ratio:
[0062] Anti-mud type polycarboxylate superplasticizer: 50%,
[0063] Water: 50%.
[0064] The post-tensioned prestressed pipeline geopolymer grouting material using the admixture in Example 3 is made from the following raw materials: 1800g of Ⅱ grade fly ash, 2400g of S95 grade granulated blast furnace slag, 1030g of water glass, 80g of sodium hydroxide, Water 590g, A component 528g, B component 88g. The ambient temperature for grouting...
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