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A platform for research: civil engineering, architecture and urbanism
Earth retaining method for rear shore connection of high-pile beam-slab wharf
The invention discloses an earth retaining method for rear shore connection of a high-pile beam-slab wharf. The earth retaining method is characterized in that a cantilever beam is arranged below a cross beam at the rear edge of the high-pile beam-slab wharf, an edge longitudinal beam, the cross beam and the cantilever beam form a supporting structure for arranging an earth retaining board, and then earth retaining for rear shore connection of the high-pile beam-slab wharf is achieved; the earth retaining board is of a prefabricated or cast-in-situ continuous wall structure and is connected with the edge longitudinal beam, the cross beam and the cantilever beam through reinforced concrete; the upper end of the cantilever beam is connected with the cross beam through reinforced concrete, and the lower end of the cantilever beam and the earth retaining board are inserted into earth. Compared with the prior art, the earth retaining method has the advantages that under the condition that the use function and structural strength of the wharf are not influenced, the project quantity is reduced, and construction is simplified; the structural weight and resisting horizontal force of wharf project facilities are fully utilized, so that the structural form of an independent earth retaining wall in the rear of the high-pile wharf is broken through, the earth excavation quantity and concrete use quantity are reduced, and the project cost is lowered.
Earth retaining method for rear shore connection of high-pile beam-slab wharf
The invention discloses an earth retaining method for rear shore connection of a high-pile beam-slab wharf. The earth retaining method is characterized in that a cantilever beam is arranged below a cross beam at the rear edge of the high-pile beam-slab wharf, an edge longitudinal beam, the cross beam and the cantilever beam form a supporting structure for arranging an earth retaining board, and then earth retaining for rear shore connection of the high-pile beam-slab wharf is achieved; the earth retaining board is of a prefabricated or cast-in-situ continuous wall structure and is connected with the edge longitudinal beam, the cross beam and the cantilever beam through reinforced concrete; the upper end of the cantilever beam is connected with the cross beam through reinforced concrete, and the lower end of the cantilever beam and the earth retaining board are inserted into earth. Compared with the prior art, the earth retaining method has the advantages that under the condition that the use function and structural strength of the wharf are not influenced, the project quantity is reduced, and construction is simplified; the structural weight and resisting horizontal force of wharf project facilities are fully utilized, so that the structural form of an independent earth retaining wall in the rear of the high-pile wharf is broken through, the earth excavation quantity and concrete use quantity are reduced, and the project cost is lowered.
Earth retaining method for rear shore connection of high-pile beam-slab wharf
GU LIEPING (author) / JIANG RENPING (author)
2015-04-22
Patent
Electronic Resource
English
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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