Fabricated ecological retaining wall

By initially fixing the prefabricated toe plate and vertical plate, and then casting the heel plate to form an integrated structure, combined with reinforced concrete connections and permeable back plates, the stability and integrity problems of the prefabricated retaining wall were solved, achieving efficient construction and ecological enhancement effects.

CN223373752UActive Publication Date: 2025-09-23NINGBO WATER RESOURCES & HYDROPOWER PLANNING & DESIGN INST CO LTD
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Patent Information

Application Number
CN202422721155.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-07
Publication Date
2025-09-23
Estimated Expiration
2034-11-07

AI Technical Summary

Technical Problem

Existing buttress assembled retaining walls have problems such as too many wall assembly steps, unstable wall foundation and poor integrity. In addition, traditional cast-in-place concrete retaining walls have high construction site requirements, long construction period and high cost.

Method used

Prefabricated toe plates and prefabricated vertical plates are used for initial fixation, and an integrated structure is formed by pouring the heel plate afterwards. Combined with reinforced concrete connections, the prefabricated top plates and vertical plates are embedded in the grooves and fixed, and plastic steel plates are used for positioning. The prefabricated back plates are made of permeable materials to enhance the ecological function.

Benefits of technology

It improves the integrity and structural stability of the prefabricated ecological retaining wall, shortens the construction period, reduces construction waste and noise pollution, is suitable for areas with poor foundation conditions, and has efficient ecological functions.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an assembly type ecological retaining wall which comprises a cast-in-place base plate, a prefabricated vertical plate and a prefabricated back plate, the inclined face of the prefabricated vertical plate supports the prefabricated back plate, and a front toe and a rear toe are arranged at the bottom of the prefabricated vertical plate. The structure further comprises a prefabricated toe board and a post-pouring heel board, the prefabricated toe board is fixed to the cast-in-place base plate, a plurality of toe grooves are formed in the rear portion of the prefabricated toe board, the front toes of the prefabricated vertical board are inserted into the toe grooves, and the post-pouring heel board is used for being fixed to the bottom of the prefabricated vertical board and the rear toes in a pouring mode. The structure has the advantages that the prefabricated toe board is used for being matched with the front toe at the bottom of the prefabricated vertical board to preliminarily fix the prefabricated vertical board, then the prefabricated vertical board, the cast-in-place base board and the post-pouring heel board are integrated through pouring of the post-pouring heel board, the integrity is high, and the structure is stable.
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Description

Technical Field

[0001] The utility model relates to the technical field of retaining walls, in particular to an assembled ecological retaining wall. Background Art

[0002] Most slope projects use retaining walls cast with on-site concrete. However, with the rapid development of social economy and the rapid advancement of urbanization in various places, the construction and renovation of municipal engineering projects are also accelerating. Traditional cast-in-place concrete retaining walls have gradually shown their disadvantages in actual construction: cast-in-place concrete structures have high requirements for construction sites, the concrete pouring period is too long, and the project cost is high.

[0003] Prefabricated retaining wall panels, prefabricated in factories and installed on-site, offer unique advantages. Furthermore, for areas with poor foundation conditions and a lack of stone, where lightweight walls, minimal floor space, and low foundation bearing capacity are required, prefabricated retaining walls are the optimal choice. However, existing buttress-based prefabricated retaining walls suffer from numerous assembly steps, unstable foundations, and poor integrity. Utility Model Content

[0004] The problem to be solved by the utility model is to provide an assembled ecological retaining wall with a stable structure and strong integrity.

[0005] A technical solution adopted by the present invention to solve the above-mentioned problem is: an assembled ecological retaining wall, including a cast-in-place pad, a prefabricated vertical plate and a prefabricated back plate, the inclined surface of the prefabricated vertical plate supports the prefabricated back plate, and the bottom of the prefabricated vertical plate is provided with a front toe and a rear toe; it also includes a prefabricated toe plate and a post-cast heel plate, the prefabricated toe plate is fixed to the cast-in-place pad, the rear part of the prefabricated toe plate is provided with a plurality of toe grooves, the front toe of the prefabricated vertical plate is inserted in the toe groove, and the post-cast heel plate is used to be cast and fixed with the bottom and rear toe of the prefabricated vertical plate.

[0006] Compared with the existing technology, the advantage of the present invention is that a prefabricated toe plate is used to cooperate with the front toe of the bottom of the prefabricated vertical plate to initially fix the prefabricated vertical plate, and then the prefabricated vertical plate is integrated with the cast-in-place pad and the post-cast heel plate through the casting of the post-cast heel plate, which has strong integrity and stable structure.

[0007] As an improvement, the post-cast heel plate is a reinforced concrete post-cast heel plate; a plurality of steel bar holes are provided at the bottom of the precast vertical plate and are arranged in two rows; a portion of the main load-bearing bars of the reinforced concrete post-cast heel plate passes through the steel bar holes on the same axis of the multiple precast vertical plates, another portion of the main load-bearing bars of the reinforced concrete post-cast heel plate passes through the gap between the front toes and the rear toes below the multiple precast vertical plates, and the stirrups of the reinforced concrete post-cast heel plate are tied between two adjacent precast vertical plates. A portion of the main load-bearing bars of the reinforced concrete post-cast heel plate passes through the steel bar holes of the precast vertical plates, while another portion of the main load-bearing bars passes through the gap between the front toes and the rear toes below the precast vertical plates, and the stirrups of the reinforced concrete post-cast heel plate are tied between two adjacent precast vertical plates, so that the louver-style precast vertical plates, the post-cast heel plates and the cast-in-place pads form a more stable integrated structure with stronger integrity.

[0008] As an improvement, the top beam is a prefabricated top plate, the bottom of which is provided with a plurality of embedded grooves, the top ends of the prefabricated vertical panels are embedded in the embedded grooves, and the prefabricated top plate is bonded and fixed to the prefabricated vertical panels, so that the prefabricated top plate and the prefabricated vertical panels are firmly connected and have good stability.

[0009] As an improvement, the prefabricated vertical panels are attached to the inclined surface of the prefabricated back panel with plastic steel plates anchored by screws, which are used to position the prefabricated vertical panels before pouring the heel plate after pouring the reinforced concrete, so that the relative positions do not move.

[0010] Preferably, the prefabricated backboard is placed on the rear toe of the prefabricated vertical panel, and the gap between the prefabricated backboard and the rear toe of the prefabricated vertical panel is filled with dry hard concrete and bonded to fix the prefabricated backboard. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is an exploded view of the present utility model. DETAILED DESCRIPTION

[0012] The following description of exemplary embodiments of the present invention is made in conjunction with the accompanying drawings, which include various details of the embodiments of the present invention to facilitate understanding. These details should be considered as merely exemplary. Therefore, those skilled in the art will recognize that various changes and modifications may be made to the embodiments described herein without departing from the scope and spirit of the present invention. Similarly, for the sake of clarity and conciseness, descriptions of well-known functions and structures are omitted in the following description.

[0013] This preferred embodiment is as follows Figure 1The figure shows an assembled ecological retaining wall, which includes a cast-in-place base plate 1, a prefabricated vertical plate 2 and a prefabricated back plate 3. The inclined surface of the prefabricated vertical plate 2 supports the prefabricated back plate 3, and the bottom of the prefabricated vertical plate 2 is provided with a front toe and a rear toe; it also includes a prefabricated toe plate 4 and a post-cast heel plate 5. The prefabricated toe plate 4 is fixed to the cast-in-place base plate 1, and a plurality of toe grooves are provided at the rear of the prefabricated toe plate 4. The front toe of the prefabricated vertical plate 2 is inserted into the toe groove, and the post-cast heel plate 5 is used to be cast and fixed to the bottom and rear toe of the prefabricated vertical plate 2. Among them, the prefabricated vertical panels 2 are designed in a louver style, with gaps between each other, providing growth space for aquatic animals and plants. At the same time, fish nest bricks, microbial carriers, etc. can be set in between to effectively enhance the ecological function; the prefabricated back panel 3 is preferably a permeable back panel made of sandless concrete, which has a high water permeability while bearing soil pressure, is conducive to water and soil exchange, enhances the ecological interaction function between the river channel and the soil, and is permeable to water but not to soil, effectively preventing soil erosion; the prefabricated toe plate 4 is fixed to the cast-in-place pad 1 by multiple short steel bars, and the short steel bars are driven through the cast-in-place pad 1 from the holes reserved on the teeth next to the prefabricated toe plate tooth grooves. The prefabricated toe plate 4 can also be fixed to the cast-in-place pad 1 in other ways.

[0014] As an improvement, the post-cast heel plate 5 is a reinforced concrete post-cast heel plate; a plurality of steel bar holes are provided at the bottom of the prefabricated vertical plate 2 and are arranged in two rows, a part of the main load-bearing reinforcement of the reinforced concrete post-cast heel plate passes through the steel bar holes on the same axis of multiple prefabricated vertical plates 2, and another part of the main load-bearing reinforcement of the reinforced concrete post-cast heel plate passes through the gap between the front toes and the rear toes below the multiple prefabricated vertical plates 2, and the stirrups of the reinforced concrete post-cast heel plate are tied between two adjacent prefabricated vertical plates 2.

[0015] As an improvement, the top beam is a prefabricated top plate 6, the bottom of which is provided with a plurality of embedded grooves, the top ends of the prefabricated vertical panels 2 are embedded in the embedded grooves, and the prefabricated top plate 6 and the prefabricated vertical panels 2 are bonded and fixed by dry hard concrete.

[0016] As an improvement, the plastic-coated steel plate 7 is anchored on the inclined surface of the prefabricated vertical plate 2 against the prefabricated back plate 3 by screws.

[0017] In this embodiment, the precast backboard 3 is placed on the rear toe of the precast vertical panel 2. The precast backboard 3 and the rear toe of the precast vertical panel 2 are fixed by bonding with dry hard concrete caulking 8. Of course, the precast backboard 3 and the post-cast heel panel 5 can also be fixed by bonding with dry hard concrete caulking 8 at the same time.

[0018] The prefabricated components of this prefabricated ecological retaining wall are manufactured in a controlled environment, ensuring their quality and precision. They are also less affected by rain or snow, requiring only transportation to the site for installation. This significantly improves construction efficiency and shortens the construction period. The overall construction process reduces construction waste and wastewater, helping to alleviate dust and noise issues on the construction site and minimizing environmental impact. The post-cast heel plate 5 is cast in place, resulting in a single-piece foundation structure with strong integrity and excellent stability.

[0019] The above specific embodiments do not limit the scope of protection of this utility model. Those skilled in the art will understand that various modifications, combinations, sub-combinations, and substitutions may occur depending on design requirements and other factors. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model shall be included in the scope of protection of this utility model.

Claims

1. An assembled ecological retaining wall, comprising a cast-in-place base plate, a prefabricated vertical plate and a prefabricated back plate, wherein the inclined surface of the prefabricated vertical plate supports the prefabricated back plate, characterized in that: The bottom of the prefabricated vertical board is provided with a front toe and a rear toe; it also includes a prefabricated toe plate and a post-cast heel plate. The prefabricated toe plate is fixed to the cast-in-place pad. The rear part of the prefabricated toe plate is provided with multiple toe grooves. The front toe of the prefabricated vertical board is inserted into the toe groove. The post-cast heel plate is used to be cast and fixed with the bottom and rear toe of the prefabricated vertical board.

2. The assembled ecological retaining wall according to claim 1, characterized in that: The post-cast heel plate is a reinforced concrete post-cast heel plate; a plurality of steel bar holes are provided at the bottom of the prefabricated vertical plate and are arranged in two rows; a part of the main load-bearing bars of the reinforced concrete post-cast heel plate passes through the steel bar holes on the same axis of multiple prefabricated vertical plates; another part of the main load-bearing bars of the reinforced concrete post-cast heel plate passes through the gap between the front toes and the rear toes below the multiple prefabricated vertical plates; the stirrups of the reinforced concrete post-cast heel plate are tied between two adjacent prefabricated vertical plates.

3. The assembled ecological retaining wall according to claim 1 or 2, characterized in that: The top beam is a prefabricated top plate, the bottom of which is provided with a plurality of embedding grooves, the top ends of the prefabricated vertical plates are embedded in the embedding grooves, and the prefabricated top plate is bonded and fixed to the prefabricated vertical plates.

4. The assembled ecological retaining wall according to claim 1 or 2, characterized in that: The plastic-coated steel plate is anchored on the inclined surface of the prefabricated vertical plate against the prefabricated back plate by screws.

5. The assembled ecological retaining wall according to claim 1 or 2, characterized in that: The prefabricated backboard is placed on the rear toes of the prefabricated vertical panels, and the prefabricated backboard and the rear toes of the prefabricated vertical panels are filled with dry hard concrete and bonded and fixed.