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Construction method for covering foundation bed with geotechnical cloth to prevent back silting

A construction method and covering soil technology, applied in water conservancy projects, sea area engineering, coastline protection, etc., can solve problems such as incomplete removal of silt deposits, restrictions on the construction of the next process, and inability to completely remove silt, etc., to achieve anti-silt The effect is obvious, the effect of reducing back-silting deposits, and the construction is simple

Inactive Publication Date: 2016-10-12
CCCC FIRST HARBOR ENG +1
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AI Technical Summary

Problems solved by technology

However, this dredging method has certain disadvantages: (1) the dredging is not thorough, and the blown back silt deposits cannot be completely removed due to the uncontrolled tide; (2) the silt in the crevices of the stones cannot be completely removed; (3) ) to clear the foundation bed with a length of 100 meters and a width of 17 meters, it takes 6-7 days or even longer for the barge to cooperate with divers; not only the dredging is not complete, but the cost is high, and there are certain restrictions on the construction of the next process

Method used

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  • Construction method for covering foundation bed with geotechnical cloth to prevent back silting

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Embodiment Construction

[0016] Take the 250-meter bedding of 205# and 206# general-purpose berths in Xianrendao Port Area of ​​Yingkou Port as an example to describe this method in detail.

[0017] A construction method for covering a foundation bed with a geotextile to prevent back-silting, the steps of which are:

[0018] (1) Foundation bed covered with geotextile: the top of the foundation bed with a length of 100 meters and a width of 30 meters is covered with 1 to 2 layers of geotextiles at the 205# berth in Xianrendao port area;

[0019] (2) Sand bag pressing: Press a row of sand bags every 10 meters around the geotextile to prevent the geotextile from drifting;

[0020] (3) Dredging treatment of the subgrade bed before fine leveling: in March of the second year, the subgrade bed should be desilted before the subgrade leveling. The nylon rope is tied, and the nylon rope is fixed on the square barge. The square barge is used to stir the anchor cable and move the ship to slowly drag the geotexti...

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Abstract

A construction method for covering a foundation bed with geotechnical cloth to prevent back silting includes the steps that firstly, the foundation bed is covered with the geotechnical cloth; secondly, pressing is conducted through gravel bags, wherein a row of gravel bags is pressed on the periphery of the geotechnical cloth at every interval of 10 meters, and drifting of the geotechnical cloth is prevented; and thirdly, foundation bed dredging treatment is conducted before fine flattening. By the adoption of the construction method, the silting prevention effect is remarkable, and the construction method has the beneficial effects that settlings generated due to back silting in stone gaps of the foundation bed are reduced, dredging is more thorough, and construction quality is improved greatly; the dredging construction process is simplified, construction is simper, easy and fast, and construction efficiency is improved; and the expenses of ship machines are saved on the economic aspect.

Description

technical field [0001] The invention relates to the construction technology of the foundation bed of a wharf, in particular to a construction method for covering the foundation bed with a geotextile to prevent silting back. Background technique [0002] Yingkou Port needs to shut down due to temperature reasons from December to March of the next year, which will lead to the foundation bed at the end of the gravity wharf, and the top surface of the foundation bed of the cube (caisson) that has not been installed in time. The rear edge of the cube (caisson) needs to be exposed for a long time, and a large amount of silt deposits will be silted back. In order to ensure that the sliding friction coefficient between the cube (caisson) and the foundation bed meets the requirements, the barge team needs to cooperate with divers before the construction of the next process. dredging. [0003] In the traditional dredging process, divers are required to use high-pressure water pumps t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/12
CPCE02B3/122
Inventor 高平原刘常煜曹海岳孔令臣
Owner CCCC FIRST HARBOR ENG
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