Honeycomb reinforced material

Abstract

The invention provides a reinforced material which is a meshy reinforced material formed in a way that stretched honeycomb hexagonal reinforced units are mutually welded. The reinforced material is mainly characterized in that the reinforced material with a certain thickness is in a reasonable grid shape, and the thickness is between geogrid and geocell. The reinforced material is annularly stretched to form a geotextile material which has higher strength and smaller deformability, compaction of packing and constraint of the reinforced material in the packing can be obviously improved by using the two characteristics, and the bearing capacity of fills is enhanced; additionally, the loss of the reinforced material in a compacting process can be reduced.

Description

technical field [0001] The invention relates to the field of geotechnical synthetic materials, in particular to a honeycomb reinforced material. Background technique [0002] There are usually two types of reinforcement materials for soil reinforcement: geogrids and geocells. Geogrid uses the friction force on its surface to restrict the fill to increase the strength of the fill. In order to achieve this goal, on the one hand, improve the contact surface and increase the friction of the plane; on the other hand, reduce the creep and deformation of the material as much as possible, and increase the restraint effect on the filler. Geogrids are divided into four categories: plastic geogrids, steel-plastic geogrids, glass fiber geogrids and polyester warp-knitted polyester geogrids. The thickness of these four types of grids is very small, and they mainly restrain the soil through plane contact. Therefore, geogrids have high requirements for filling soil, and it is usually be...

AI Technical Summary

Problems solved by technology

However, geocells still have three deficiencies in engineering

On the one hand, the cost of this material is higher than that of geogrid. On the other hand, there are problems in the compaction of the fill. The fill in the cell is usually loose, and the cell may be compressed during the compaction process. The side wall is crushed, which affects the restriction of the cell to the fill. The shape of the cell is a quadrangle. From the perspective of force, this shape is close to a quadrangle. It is not efficient in restraining the fill.

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