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Grid cage against coastal erosion and construction method thereof

A technology of coastal erosion and construction methods, applied in marine engineering, water conservancy engineering, construction and other directions, can solve the problems of poor corrosion resistance, high cost, long construction period, etc., and achieve the effect of good anti-aging performance, low cost and large friction coefficient

Active Publication Date: 2019-11-08
JIANGSU UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Existing coastal erosion protection technologies, such as gravity retaining walls, buttress retaining walls and cantilever retaining walls, all have problems such as high cost, long construction period, poor corrosion resistance in seawater environments, and self-heaviness.

Method used

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  • Grid cage against coastal erosion and construction method thereof
  • Grid cage against coastal erosion and construction method thereof
  • Grid cage against coastal erosion and construction method thereof

Examples

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Embodiment Construction

[0033] The directions shown in the accompanying drawings are up, down, left, and right.

[0034] Such as Figure 1~2 , a number of grid cages are driven into the seabed soil 5 along the coastal soil body 4 to form a grid cage structure for protecting the coast from erosion. The seawater body 6 is above the seabed soil 5, and the geotechnical material is cut according to the circumference of the grid cage mold 7. The grid 1 and the inner side of the geogrid 1 are paved with geotextile 2 and fixed with geotechnical cable ties 3 to form a prefabricated grid cage. Geogrid 1 is a steel-plastic geogrid with a width of 4-6m, a thickness of 3mm, a grid size of 30mm×40mm, a strength specification greater than the GSZ150-150 standard, and a vertical and horizontal ultimate tensile force of not less than 150kN / m. Geotextile 2 is selected to contain polyester components, with a quality of 300g / m 2 And the anti-corrosion geotextile with a thickness of 2.4mm, the width is 4-6m, and its tr...

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PUM

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Abstract

The invention discloses a grid cage against coastal erosion and a construction method of the grid cage. The grid cage comprises geogrids, the bottom ends of the geogrids are fixed in seabed soil, geotextiles are arranged in the geogrids, and the geogrids are connected through geotechnical ties. The construction method comprises the following steps that (a) geological exploration is carried out, and a grid cage arrangement route is determined; (b) the geotextile are bound on the inner sides of the geogrids to form a single geogrid cage; (c) a valve cage shoe is fixed on the inner edge of a gridcage sleeve mould and pressed into the seabed soil; (d) the grid cage is vertically lifted, positioned and pressed into the grid cage sleeve mould, and is pulled out after being arranged; (e) adjacent grid cages on the lowest water level line are bound; and (f) the steps (c)-(e) are repeated till the coast line to be protected is fully covered. The grid cage is low in engineering cost, good in corrosion resistance and aging resistance and fast and convenient to construct, and the flexible grid cage can be suitable for arbitrary buckling coast lines and has strong engineering adaptability.

Description

technical field [0001] The invention relates to the technical field of coastal erosion protection, in particular to a grid cage for coastal erosion protection and a construction method thereof. Background technique [0002] Since the end of the 1950s, my country's sandy coasts and delta coasts have been eroded. By the 1970s and 1980s, coastal erosion has become a common phenomenon and is showing an increasing trend. At present, the scope of coastal erosion in my country is gradually expanding, the erosion rate is relatively high, and the total amount of erosion continues to increase. For example, the erosion range of the abandoned Yellow River Delta in Jiangsu shows a trend of moving southward. In the past, it was a silted or stable coast, but now it has become a severely eroded coast section. Another example is Hebei. In the past, only part of the coast was eroded. Now, whether it is the mud bank in the south, the sand bank in the north or the Luan River delta, erosion and...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/00E02B3/04
CPCE02B3/00E02B3/04
Inventor 王丽艳唐琰李劲松王炳辉张雷侯贺营
Owner JIANGSU UNIV OF SCI & TECH
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