Breakwater laid by accropode and construction method
The invention discloses an accropode laid breakwater and a construction method, the breakwater comprises a dam base body, a continuous laying area and a non-continuous laying area, the dam base body extends along a coastline and is provided with an inclined dam surface facing a water area; the concr...
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Format: | Patent |
Sprache: | chi ; eng |
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Zusammenfassung: | The invention discloses an accropode laid breakwater and a construction method, the breakwater comprises a dam base body, a continuous laying area and a non-continuous laying area, the dam base body extends along a coastline and is provided with an inclined dam surface facing a water area; the concrete accropode in the continuous laying area is laid near the lower edge of the inclined breakwater face in a full distribution mode and extends in the direction of the breakwater. And geopolymer accropode in the discontinuous laying area is laid on the inclined breakwater face in a non-full-distribution mode and extends in the direction of the breakwater, and the continuous laying area is connected with the discontinuous laying area to form a protection structure covering the dam base body. Wherein the geopolymer accropode is prepared on site by taking dredged mud as a raw material, the structure forms a continuous protection structure covering the surface of the breakwater, and the continuous protection structure |
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