A method for preparing grouting material behind the wall of an earth pressure shield using waste diorite slag
A technology of post-wall grouting and grouting materials, which is applied in earthwork drilling, wellbore lining, tunnel lining, etc. It can solve the problems of high transportation costs of muck, a large amount of muck piled up, and expensive purchase prices, and achieve good environmental benefits , saving costs, and solving procurement difficulties
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Embodiment 1
[0024] The earth pressure shield provided in this embodiment uses waste diorite slag to prepare grouting material behind the wall, specifically including the following steps:
[0025] (1) Repeatedly washing and soaking the dregs discharged during the excavation of the diorite stratum shield until the dregs are not muddy, and then sent to the oven for drying;
[0026] (2) The slag treated in step (1) is sent to a sieving machine for screening, and the particles greater than 0.5mm are removed by a primary sieve with an aperture of 2mm and a secondary sieve with an aperture of 0.5mm;
[0027] (3) Mix the sieved muck with the middle sand of the raw material at a ratio of 2:1 to make mixed sand. The sieved dregs replace 2 / 3 of the quality of the sand in the raw material. The raw material formula of the slurry is as follows: Obtained: 270kg of primary fly ash, 54kg of P42.5 Portland cement, 108kg of bentonite, 900kg of mixed sand (600kg of sieved dregs and 300kg of medium sand) and ...
Embodiment 2
[0030] The earth pressure shield provided in this example uses waste diorite slag to prepare grouting material behind the wall, and the difference from Example 1 is that in step (2), the raw material formula of the slurry is: 270kg primary powder Fly ash, 54kg P42.5 Portland cement, 108kg bentonite, 900kg mixed sand (540kg screened muck and 360kg medium sand) and 450kg water.
[0031] Others are the same as embodiment 1.
Embodiment 3
[0033] The earth pressure shield provided in this example uses waste diorite slag to prepare grouting material behind the wall, and the difference from Example 1 is that in step (2), the raw material formula of the slurry is: 270kg primary powder Fly ash, 54kg P42.5 Portland cement, 108kg bentonite, 900kg mixed sand (450kg screened muck and 450kg medium sand) and 450kg water.
[0034] Others are the same as embodiment 1.
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