Ecological retaining wall wrapping integral reinforced soil and construction method of ecological retaining wall

Abstract

The invention relates to an ecological retaining wall wrapping integral reinforced soil and a construction method of the ecological retaining wall. The ecological retaining wall comprises a water collection groove, a drainage ditch and a plurality of building blocks arranged on a slope. Brickwork connecting rods are arranged at the tops of the building blocks. Brickwork connecting grooves corresponding to the brickwork connecting rods are formed in the lower portions of the building blocks. The brickwork connecting rods are connected with the brickwork connecting grooves in a matched mode. A reinforcing cage used for limiting lateral movement of a soil body of the slope is further arranged in the soil body of the slope. Drainage channels are formed in the building blocks, and drainage holes are formed in the outer sides of the drainage channels. The drainage channels include the oblique drainage channels and the vertical drainage channels. According to the ecological retaining wall wrapping integral reinforced soil and the construction method of the ecological retaining wall, the building blocks are prefabricated on the construction field in advance, the brickwork connecting rods on the upper portions of the building blocks are matched with the brickwork connecting grooves in the lower portions of the building blocks, and every two building blocks can be stacked together by inserting the connecting rod on the lower building block into the connecting groove in the upper building block; and compared with a traditional construction method, the construction speed is greatly increased.

Description

technical field [0001] The invention relates to the technical field of retaining wall structures, in particular to a packaged integral reinforced soil ecological retaining wall and a construction method thereof. Background technique [0002] In order to prevent the front part of the slope from separating and falling from the slope due to the instability of the slope, retaining walls are usually built on the slope in engineering. The retaining walls currently used on slopes include gravity retaining walls, anchor retaining walls, buttress retaining walls, reinforced soil retaining walls, pile plate retaining walls, cantilever retaining walls, etc. The above-mentioned types of retaining walls have corresponding application scenarios due to their construction characteristics and mechanism of action. The function mechanism of the gravity retaining wall is to rely on the self-weight of the wall to resist the lateral pressure of the slope soil. Generally, the structure is simple ...

AI Technical Summary

Problems solved by technology

However, the height of the wall is generally not higher than 4 meters. If it is higher than 4 meters, it is necessary to set stiffeners on the panel; The deformation effect is poor, and the application of piles greatly increases the cost

The commonly used retaining walls mentioned above are generally applied at lower heights, and have poor drainage effects on the slope soil, and the ecological effect is average, and have little impact on the soil inside the slope

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