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Integral reinforced retaining wall structure for landslide prevention and treatment and construction method
The invention provides an integral reinforced retaining wall structure for rapid landslide disaster treatment. The integral reinforced retaining wall structure is composed of geotechnical boxes (1) and reinforced structures (2). The geotechnical boxes (1) and the reinforced structures (2) are connected through connecting belts (22). The reinforced structures (2) are riveted into net-shaped geocells (23) through reinforced belts (21), and the connecting belts (22) penetrate into the portions between grids of the net-shaped geocells (23) to be riveted to riveting points (24) between the grids. According to the integral reinforced retaining wall structure, the restraint effect of the net-shaped geocells on soil mass and pulling resistance provided by the reinforced belts are combined, the problems of excessive settlement and non-uniform settlement are solved through the three-dimensional restraint capacity of the reinforced structures, the reinforced structures are connected with the geotechnical boxes, and larger skid resistance is provided. The invention further provides a construction method of the integral reinforced retaining wall structure. Field assembly connection is achieved, construction is simple, construction periods are shortened, and cost is low.
Integral reinforced retaining wall structure for landslide prevention and treatment and construction method
The invention provides an integral reinforced retaining wall structure for rapid landslide disaster treatment. The integral reinforced retaining wall structure is composed of geotechnical boxes (1) and reinforced structures (2). The geotechnical boxes (1) and the reinforced structures (2) are connected through connecting belts (22). The reinforced structures (2) are riveted into net-shaped geocells (23) through reinforced belts (21), and the connecting belts (22) penetrate into the portions between grids of the net-shaped geocells (23) to be riveted to riveting points (24) between the grids. According to the integral reinforced retaining wall structure, the restraint effect of the net-shaped geocells on soil mass and pulling resistance provided by the reinforced belts are combined, the problems of excessive settlement and non-uniform settlement are solved through the three-dimensional restraint capacity of the reinforced structures, the reinforced structures are connected with the geotechnical boxes, and larger skid resistance is provided. The invention further provides a construction method of the integral reinforced retaining wall structure. Field assembly connection is achieved, construction is simple, construction periods are shortened, and cost is low.
Integral reinforced retaining wall structure for landslide prevention and treatment and construction method
YANG DONG (author) / SHI SHENGWEI (author) / YAN JUNFENG (author) / ZHANG YONG (author) / WANG QUANCHENG (author)
2015-11-11
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
GrĂ¼ndungen
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