Flow-state filling material prepared from shale soil and shield slurry and preparation method thereof
A shale and filling technology, applied in the field of fluid type filling materials and preparation, can solve problems such as subsidence and damage of pipelines and access roads, affecting the seismic capacity of foundation projects, and difficulty in ensuring the quality of backfilling projects, so as to solve the problem of on-site transportation. , the construction is convenient, the effect of reducing the production cost
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Embodiment 1
[0022] The invention takes crushed and screened shale soil and subway shield mud as main components, adds a debonding agent, a gelling material and water, and stirs through a vibrating mixer to form a fluid filling material.
[0023] The composition of the filling material: 50 parts by weight of shale soil, 30 parts by weight of shield mud, 20 parts by weight of water, 1 part by weight of debonding agent, and 5 parts by weight of cementitious material.
[0024] The particle size of the shale soil is not more than 10cm, the shield mud is a slurry that removes more than 5cm of stones, the water is tap water or reclaimed water or seawater, and the debonding agent is sodium citrate and sodium carbonate According to the mixture of 1:3 by weight, the cementitious material is formulated as follows: 5 parts by weight of phosphogypsum, 80 parts by weight of fly ash, and 5 parts by weight of KOH.
[0025] The preparation method steps are as follows:
[0026] S1. Add the degumming agent...
Embodiment 2
[0028] The invention takes crushed and screened shale soil and subway shield mud as main components, adds a debonding agent, a gelling material and water, and stirs through a vibrating mixer to form a fluid filling material.
[0029] The composition of the filling material: 100 parts by weight of shale soil, 50 parts by weight of shield mud, 60 parts by weight of water, 3 parts by weight of debonding agent, and 20 parts by weight of cementitious material.
[0030] The particle size of the shale soil is not more than 10cm, the shield mud is a slurry that removes more than 5cm of stones, the water is tap water or reclaimed water or seawater, and the debonding agent is sodium citrate and sodium carbonate According to the mixture of 1:3 by weight, the cementitious material is formulated as follows: 10 parts by weight of phosphogypsum, 150 parts by weight of fly ash, and 12 parts by weight of KOH.
[0031] The preparation method steps are as follows:
[0032] S1. Add the degumming...
Embodiment 3
[0034] The invention takes crushed and screened shale soil and subway shield mud as main components, adds a debonding agent, a gelling material and water, and stirs through a vibrating mixer to form a fluid filling material.
[0035] The composition of the filling material: 50 parts by weight of shale soil, 40 parts by weight of shield mud, 40 parts by weight of water, 2 parts by weight of debonding agent, and 12 parts by weight of cementitious material.
[0036] The particle size of the shale soil is not more than 10cm, the shield mud is a slurry that removes more than 5cm of stones, the water is tap water or reclaimed water or seawater, and the debonding agent is sodium citrate and sodium carbonate According to the mixture of 1:3 by weight, the cementitious material is as follows: 7 parts by weight of phosphogypsum, 120 parts by weight of fly ash, and 9 parts by weight of KOH.
[0037] The preparation method steps are as follows:
[0038] S1, add the debonding agent and wat...
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