A remote sea calcareous sand dredging microbial weak cementation device and its construction method
A microbial and weak cementation technology, applied in fertilization devices, chemical instruments and methods, water filling and land building, etc., can solve problems such as high maintenance costs of artificial islands, dredging filling of calcareous sand, loss of fine particles of calcareous sand, etc., to achieve The effect of short training period for workers, simple construction method and low construction cost
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Embodiment 1
[0040]In the South China Sea, calcareous sand is mainly used to fill reefs and expand reefs to build islands. This embodiment discloses an open-sea calcareous sand dredging microbial weak cementation device. During the calcareous sand dredging process, the dredged calcareous sand is preliminarily treated to make the calcareous sand produce weak cementation during the dredging process, which can improve The strength and erosion resistance of dredger calcareous sand.
[0041] see figure 1 and image 3 , The distant sea calcareous sand dredging microbial weak cementation device includes dredging equipment and dredging equipment. A first mud bin 2, a second mud bin 3, a third mud bin 4 and microbial treatment equipment are arranged on the hull 1. The first mud bin 2, the second mud bin 3 and the third mud bin 4 are respectively used to store calcareous sand with different treatment degrees.
[0042] A mud-water separation device is installed in the first mud bin 2 . The mate...
Embodiment 2
[0053] This embodiment discloses a construction method of the offshore calcareous sand dredging microbial weak cementation device described in Embodiment 1, which includes the following steps:
[0054] 1) The distant sea calcareous sand dredging microbial weak cementation device is arranged in place, and side anchors are thrown to fix the ship's position.
[0055] 2) Lower the dredging equipment to the seabed.
[0056] 3) Excavate and absorb the seabed calcareous sand, and transport it to the first mud bin 2 for storage. Until the sandy soil is collected in this area.
[0057] 4) Move to the next area, fix the ship's position again, and repeat step 3).
[0058] 5) The first mud bin 2 separates the absorbed calcareous sand from the seawater.
[0059] 6) Take the calcareous sand to be mixed in the dry treatment of the first mud bin 2, and test the specific gravity Gs and average bulk density of the calcareous sand ρ And average water content w, calculate the average porosity...
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