Post-hardenable grout for shield tunnel wall and preparation method thereof
A technology of shield tunnel and grout, which is applied in the field of hardenable grout and its preparation after the shield tunnel wall, which can solve the problems of easy blockage of grouting pipelines, easy segregation of grout, easy blockage of pipes, etc., and achieve less volume shrinkage and less source Rich and convenient construction management
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Embodiment 1
[0022] Embodiment 1 prepares No. 1 slurry
[0023] Weigh raw materials: 8 parts of cement, 20 parts of sand, 19 parts of water, 36 parts of Class II fly ash, 3 parts of sodium tripolyphosphate, 14 parts of phosphorus slag micropowder, 3 parts of sodium hydroxide, polycarboxylate superplasticizer 0.4 parts, 9 parts of calcium chloride, 0.6 parts of silane coupling agent.
[0024] Prepare as follows:
[0025] Step 1. Measure cement, sand, water, fly ash, sodium tripolyphosphate, phosphorus slag micropowder, silane coupling agent, and calcium chloride in a mixer according to the formula and stir evenly;
[0026] Step 2. Add sodium hydroxide and water reducer chalk to the mixture stirred in Step 1 at the same time, stir while adding, finish adding within 20 seconds, and stir evenly to get the product.
[0027] The slurry prepared by the present invention has a consistency of 11.2cm, a wet rate of 2.7%, initial setting for 24 hours, a 3-day compressive strength of 2.37MPa, and a ...
Embodiment 2
[0028] Example 2 Preparation of No. 2 slurry
[0029] 10 parts of cement, 17 parts of sand, 20 parts of water, 40 parts of class II fly ash, 4 parts of sodium tripolyphosphate, 13 parts of phosphorus slag powder, 3 parts of sodium hydroxide, 0.3 parts of polycarboxylate water reducer, chlorine 11 parts of calciferous calcium, 0.5 part of silane coupling agent, prepare slurry according to the above-mentioned method, the slurry consistency that the present invention makes is 11.9cm, and the wet rate is 3.5%, initial setting 24 hours, 3 days compressive strength is 2.42MPa , The 28-day compressive strength is 7.64MPa.
Embodiment 3
[0030] Example 3 Preparation of No. 3 slurry
[0031] 12 parts of cement, 23 parts of sand, 21 parts of water, 34 parts of class II fly ash, 3 parts of sodium tripolyphosphate, 15 parts of phosphorus slag powder, 2 parts of sodium hydroxide, 0.5 parts of polycarboxylate water reducer, chlorine 7 parts of calciferous calcium, 0.7 part of silane coupling agent, prepare slurry according to the above-mentioned method, the slurry consistency that the present invention makes is 11.5cm, and the wet rate is 3.3%, initial setting 24 hours, 3 days compressive strength is 2.39MPa , The 28-day compressive strength is 7.71MPa.
[0032] Using the grout of the present invention to construct subway tunnels, the grout has strong pumpability, is not easy to block the grouting pipes, hardly hangs grout on the surface of the segments, has a low water penetration rate, and has high hardness, which is beneficial to the long-term stress of the tunnel and the later surface settlement Less than 1cm. ...
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