Ecological landscape combination revetment

Abstract

An ecological landscape combination revetment comprises stress piles and inserting sheet piles, wherein, the inserting sheet piles are used for being in fit connection with the stress piles and used for blocking soil and stopping water, the left and right sides of one of the stress piles and the inserting sheet piles are correspondingly provided with inserting slots extending in the longitudinal direction, and the left and right sides of the other one of the stress piles and the inserting sheet piles are correspondingly provided with inserting parts which extend in the longitudinal direction and are matched with the corresponding inserting slots in a mutual abutting mode. A new technical scheme of the ecological landscape combination revetment is provided, the ecological landscape combination revetment is mainly composed of the stress piles and the inserting sheet piles, every two stress piles are connected through one inserting sheet pile for blocking soil and stopping water, the stress piles and the inserting sheet piles adopt two specifications, and the requirements for revetment and supporting stress can be met; and the skipped piling construction method is adopted during construction, thus the soil-squeezing effect is weakened, the positioning accuracy is high, and the effect of the formed surface is good.

Description

technical field [0001] The invention relates to an ecological landscape combined revetment. Background technique [0002] Looking at the revetment piles currently on the market, such as U-shaped sheet piles, corrugated piles, BT piles, H-shaped prestressed concrete piles and other revetment piles are all connected by the same pile. The mortise and tenon are used to cooperate with the pile. In terms of production, the manufacturing process is backward, and the tenon and mortise structures lead to manual weaving of cages, low degree of mechanization, and inability to centrifugally form piles, so the quality of piles cannot be guaranteed; during construction, the effect of soil extrusion is prominent, and construction positioning is difficult , the facade effect cannot be guaranteed. [0003] As disclosed in the patent publication CN105625257A, the eco-friendly embankment protection wall and the H-type prestressed concrete pile used for the protection wall disclose a kind of ...

AI Technical Summary

Problems solved by technology

A plurality of identical H-shaped prestressed concrete piles are inserted into the soil, and two adjacent H-shaped prestressed concrete piles are mated through ribs and slots. However, in actual construction, the ribs and slots are finely structured. The construction is difficult, the positioning accuracy is high, and the pile body is easily damaged; multiple identical H-shaped prestressed concrete piles are closely matched, resulting in a large soil squeezing effect. After being driven into the soil, the size deviation is large, and the expected blocking The assembly effect of the soil water stop and the water stop effect cannot be guaranteed; the structure of the H-shaped prestressed concrete pile is irregular, and the centrifugal forming method cannot be used in the production, it is difficult to demould, the forming effect is poor, and it is not easy to scale and rapid production; and The cost of making piles is high, the strength is poor, the work efficiency is low, and the quality cannot be guaranteed; when waterproofing is done later, the soil in the hole formed between the two H-shaped piles cannot be completely removed, and the post-filling concrete cannot be completely sealed with the pile body. fit, the waterproof effect is not significant

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