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CN-224227843-U - Modularized precast concrete retaining wall structure

CN224227843UCN 224227843 UCN224227843 UCN 224227843UCN-224227843-U

Abstract

The utility model belongs to the technical field of highway engineering and ecological protection, and discloses a modularized precast concrete retaining wall structure which comprises a cast-in-situ foundation and a stop component, wherein the cast-in-situ foundation is arranged on one side of a embankment, and the upper end face of the cast-in-situ foundation is inclined along one side close to the embankment. The stop assembly is arranged on the upper end face of the cast-in-situ foundation and comprises a plurality of precast boxes stacked in a staggered mode, each precast box is provided with a containing cavity, and a plurality of precast concrete wedges are inserted into the containing cavities and abut against the adjacent precast boxes to ensure the overall stability. The prefabricated box body and the prefabricated concrete wedge are produced in a standardized mode, quality is controllable, and the prefabricated box body and the prefabricated concrete wedge can be directly and quickly assembled on site, so that construction efficiency is improved. The setting of holding cavity, reducible prefabricated box material quantity can reduce construction cost. The filling material is filled in the accommodating chamber, so that the accommodating chamber can replace large-volume stones or concrete, and is more energy-saving and environment-friendly. The vegetation is arranged in the prefabricated box body at the top, and the ecological landscape greening effect is achieved.

Inventors

  • LIU HAITAO
  • GUO RUI
  • ZHOU HAO
  • XIE FEIZHOU
  • Ni Baoze
  • YANG RUI
  • YANG KAI

Assignees

  • 浙江数智交院科技股份有限公司

Dates

Publication Date
20260512
Application Date
20250528

Claims (8)

  1. 1. A modular precast concrete retaining wall structure, comprising: The cast-in-situ foundation (1) is arranged at one side of the embankment (100), and the upper end surface of the cast-in-situ foundation (1) is inclined along one side close to the embankment (100); The stop component (2) is arranged on the upper end face of the cast-in-situ foundation (1), and the stop component (2) comprises: The prefabricated box bodies (21) are stacked in a staggered mode, the prefabricated box bodies (21) are propped against the embankment (100), the prefabricated box bodies (21) are provided with accommodating chambers (210), the accommodating chambers (210) are provided with fillers (211), and vegetation is arranged in the prefabricated box bodies (21) positioned at the top; And the precast concrete wedges (22) are inserted into the accommodating cavity (210) and are abutted against the adjacent precast box bodies (21).
  2. 2. Modular precast concrete retaining wall structure according to claim 1, characterized in that geotextile (3) is arranged between each precast box (21) and the embankment (100).
  3. 3. Modular precast concrete retaining wall structure according to claim 1, characterized in that the upper end surface of the cast-in-place foundation (1) is lower than the original ground (200).
  4. 4. Modular precast concrete retaining wall structure according to claim 1, characterized in that each precast box (21) is provided with a plurality of accommodation chambers (210) at intervals, and at least two precast concrete wedges (22) are provided in each accommodation chamber (210).
  5. 5. Modular precast concrete retaining wall structure according to claim 1, characterized in that the filler (211) is waste earthwork or construction aggregate.
  6. 6. Modular precast concrete retaining wall structure according to any one of claims 1-5, characterized in that the outer circumferential wall of the precast box (21) and/or the outer circumferential wall of the precast concrete wedge (22) is provided with an anti-slip structure.
  7. 7. Modular precast concrete retaining wall structure according to any one of claims 1-5, characterized in that the precast concrete wedges (22) are provided with an operating portion.
  8. 8. The modular precast concrete retaining wall structure of any one of claims 1 to 5, wherein the vegetation is a hanging vegetation.

Description

Modularized precast concrete retaining wall structure Technical Field The utility model relates to the technical field of highway engineering and ecological protection, in particular to a modularized precast concrete retaining wall structure. Background The retaining wall is used as a core retaining structure, is widely applied to the scenes such as slope stability protection, terrain slope collection, land-limited road section improvement and the like, and has the core functions of balancing the lateral pressure of soil bodies, preventing the rock-soil bodies from unstably collapsing and optimizing the line-type layout of roads. There are various types of retaining wall structures available, which have significant differences in material characteristics, construction efficiency, and environmental suitability. The gravity type retaining wall constructed by masonry or concrete has the characteristics of simple structure and stable anti-overturning by means of self weight of the structure, but has the advantages of overlarge resource consumption, large section size, high concrete consumption, large natural stone blocks needing to be mined and easy non-renewable resource waste. The method has the advantages of easy environmental pollution caused by in-situ wet casting, long construction period, small allowable non-uniform settlement of the foundation and easy generation of structural cracks in soft foundation areas. The gabion retaining wall formed by the steel wire net box and the rock block filler has the advantages of good water permeability and convenient construction, but the steel wire net is exposed in natural environment for a long time, so that the strength is easy to be attenuated due to corrosion, the particle size of the material becomes small after weathering and disintegration, and the filler is lost when the particle size is smaller than the mesh size. Disclosure of utility model The utility model aims to provide a modularized precast concrete retaining wall structure which has the advantages of high structural durability, energy conservation, environmental protection, contribution to improving construction efficiency and ecological environmental protection. To achieve the purpose, the utility model adopts the following technical scheme: There is provided a modular precast concrete retaining wall structure comprising: The cast-in-situ foundation is arranged at one side of the embankment, and the upper end face of the cast-in-situ foundation is inclined along one side close to the embankment; The backstop subassembly, set up in cast-in-situ basis's up end, the backstop subassembly includes: The prefabricated box body is propped against the embankment, the prefabricated box body is provided with a containing cavity, and the containing cavity is provided with a filler; The precast concrete wedges are inserted into the accommodating cavity and are abutted against the adjacent precast box bodies. As an alternative to the modular precast concrete retaining wall structure, geotextiles are provided between each of the precast boxes and the embankment. As an alternative to the modular precast concrete retaining wall structure, the upper end surface of the cast-in-place foundation is lower than the original ground. As an alternative to the modular precast concrete retaining wall structure, each precast box is provided with a plurality of accommodation chambers at intervals, and at least two precast concrete wedges are arranged in each accommodation chamber. As an alternative to modular precast concrete retaining wall structures, the filler is waste earthwork or construction aggregate. As an alternative to the modular precast concrete retaining wall structure, the precast box outer peripheral wall and/or the precast concrete wedge outer peripheral wall is provided with an anti-slip structure. As an alternative to the modular precast concrete retaining wall structure, the precast concrete wedges are provided with an operating portion. As an alternative to the modular precast concrete retaining wall structure, the vegetation is a hanging vegetation. The utility model has the beneficial effects that: The utility model provides a modularized precast concrete retaining wall structure, wherein a plurality of precast boxes which are stacked in a staggered way are propped against a embankment to form a ladder shape which is inclined towards the embankment side and have a certain inclined angle, and precast concrete wedges inserted into a lower precast box form a shear embedded lock structure with an upper precast box, so that the overall stability of the structure is improved. The prefabricated box body and the prefabricated concrete wedge are produced in a standardized mode, quality is controllable, meanwhile, the prefabricated box body and the prefabricated concrete wedge can be directly and quickly assembled on a construction site, and construction efficiency is improved. The setting of holding cavity, reducibl