Fabricated cantilever retaining walls and construction method of soil-retaining of fabricated cantilever retaining walls

Abstract

The invention relates to the field of prefabricated building components, and particularly discloses fabricated cantilever retaining walls. The fabricated cantilever retaining walls comprise at least two prefabricated retaining walls and a plurality of prefabricated soil-retaining parts; the fabricated cantilever retaining walls comprise upright walls and bases arranged at the lower ends of the upright walls; the two side faces in the thickness directions of the upright walls are correspondingly provided with clamping grooves in vertical and downward modes; and the prefabricated soil-retainingparts are clamped to the clamping grooves of the adjacent upright walls. According to the fabricated cantilever retaining walls and a construction method of soil-retaining of the fabricated cantileverretaining walls, by the prefabricated retaining walls and the prefabricated soil-retaining parts, the prefabricated soil-retaining parts are clamped between theadjacent prefabricated retaining walls,construction of the cantilever retaining walls can be finished in a efficient, economic, and quality and quantity assured mode.

Description

technical field [0001] The invention relates to the field of prefabricated building components, in particular to an assembled cantilever retaining wall and a retaining construction method thereof. Background technique [0002] The retaining wall is one of the main measures to improve the stability of the embankment slope. At present, the retaining walls developed in China include various structural forms such as gravity type, cantilever type, buttress type, and anchor type. The cantilever retaining wall is widely used in the design of various construction projects due to its main advantages of light structure, simple reinforcement and large bearing capacity. The cantilever retaining wall is mainly constructed by the cast-in-place method, and the construction process mainly includes binding the main steel bars → the toe board and heel board formwork → pouring the toe board and heel board concrete → the vertical wall body formwork → pouring the wall body concrete; the cast-in-...

AI Technical Summary

Problems solved by technology

The cantilever retaining wall is mainly constructed by the cast-in-place method, and the construction process mainly includes binding the main steel bars → the toe board and heel board formwork → pouring the toe board and heel board concrete → the vertical wall body formwork → pouring the wall body concrete; the cast-in-place method is adopted The construction of cantilever retaining walls has many disadvantages such as inconvenient construction and maintenance, long construction period, difficulty in ensuring structural quality, and large environmental pollution, and the appearance of the completed retaining wall has problems such as unsightly and rough

Images