Recycling method for shield tunneling residual soil
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A muck and shield technology, which is applied in the field of shield muck recycling and reuse, can solve the problems of illegal spoil, increase costs, increase shield muck, etc. The effect of reducing build-up problems
Active Publication Date: 2019-01-04
BEIJING MUNICIPAL CONSTR +2
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Problems solved by technology
The slag produced by shield tunneling is mixed with soil improvement foam agent, mineral bentonite, and slurry produced by grouting. If such slag is not treated, it cannot be landfilled and reused
When encountering a stratum with a high water content, it is difficult to discharge and transport the muck, and the mud is scattered in the tunnels and urban traffic arteries, resulting in expensive cleaning costs, and it is difficult for the spoil to meet the waste disposal standards of the environmental protection department
[0003] With the accele
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Embodiment 1
[0031] Consists of the following components by mass percentage:
[0032] Cement 3%, soil sample 97%, curing agent 0.03%, make a standard test block, measure its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0033] The measured 7d unconfined compressive strength 1.4MPa, split strength 0.5MPa, water stability coefficient 56%, dry shrinkage strain 53465×10 -6 , 0℃, -10℃, -20℃ temperature shrinkage coefficient is 1.6×10 -6 , 23.8×10 -6 , 31.6×10 -6 .
Embodiment 2
[0035] Consists of the following components by mass percentage:
[0036] Cement 4%, soil sample 96%, curing agent 0.03%, make a standard test block, and measure its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0037] The measured 7d unconfined compressive strength is 1.5MPa, the splitting strength is 0.6MPa, the water stability coefficient is 60%, and the dry shrinkage strain is 53250×10. -6 , The temperature shrinkage coefficients of 0℃, -10℃, -20℃ are 1.5×10 respectively -6 , 22.6×10 -6 , 30.6×10 -6 .
Embodiment 3
[0039] Consists of the following components by mass percentage:
[0040] Cement 5%, soil sample 95%, curing agent 0.03%, make a standard test block, and determine its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0041] Measured 7d unconfined compressive strength 1.6MPa, splitting strength 0.7MPa, water stability coefficient 76%, shrinkage strain 52158×10 -6 , The temperature shrinkage coefficients of 0℃, -10℃ and -20℃ are 1.4×10 respectively -6 , 20.6×10 -6 , 29.8×10 -6 .
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Abstract
The invention provides a recycling method for shield tunneling residual soil and relates to the technical field of subway shield tunneling residual soil. The method comprises the following steps: 1, the residual soil produced by shield tunneling is subjected to innocent treatment, and mud and gravel particles are separated through stage-by-stage screening; 2, the separated mud is subjected to chemical component analysis, and the optimal water content and the maximum dry density of a soil sample are obtained by laboratory tests; 3, a proper soil stabilizer is selected according to different water content and different soil sample components for a mix ratio test; 4, the mud is cured for backfill of a foundation pit. After curing, 7d unconfined compressive strength of backfill can reach 1.5 MPa, strength requirements are met completely, the shield tunneling residual soil resources are used, and stacking of the shield tunneling residual soil is reduced.
Description
Technical field [0001] The invention relates to the technical field of subway shield muck, in particular to a method for recovering and reusing shield muck. Background technique [0002] Shield construction has the advantages of good safety, high degree of mechanization, fast excavation speed, small disturbance to the environment, and wide adaptability to the ground. Therefore, shield construction is used in a large number of subway constructions. The earth pressure balance shield construction generally uses a track slag truck to transport the slag. The slag is cut by the cutter head and enters the soil bin. It is transported by screw conveyors and belt conveyors and discharged to the slag transport truck at the rear of the shield. It is transported by horizontal rails and hoisted by a vertical gantry crane to the ground, dumped in the slag tank and transported directly. Assuming that the diameter of the tunnel section is calculated as 6m, about 50,000 square meters are excavate...
Claims
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Application Information
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