CN210597364U - Prefabricated ecological retaining wall of gravity type - Google Patents

Prefabricated ecological retaining wall of gravity type Download PDF

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Publication number
CN210597364U
CN210597364U CN201920634168.6U CN201920634168U CN210597364U CN 210597364 U CN210597364 U CN 210597364U CN 201920634168 U CN201920634168 U CN 201920634168U CN 210597364 U CN210597364 U CN 210597364U
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China
Prior art keywords
retaining wall
wall body
gravity type
filler
prefabricated ecological
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Active
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CN201920634168.6U
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Chinese (zh)
Inventor
李逸之
罗希
张宗伟
刘亮
张盈盈
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Camce Whu Design & Research Co ltd
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Camce Whu Design & Research Co ltd
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Priority to CN201920634168.6U priority Critical patent/CN210597364U/en
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Abstract

The utility model discloses a prefabricated ecological retaining wall of gravity type, including the wall body, the wall body includes follows supreme retaining wall body that stacks in proper order down, and the retaining wall body includes a plurality of retaining wall submodule pieces, is provided with the filling hole that runs through top surface and bottom surface in the retaining wall submodule piece, and the side of retaining wall submodule piece one side is provided with the tenon, and the side of another offside of retaining wall submodule piece is provided with the mortise with the tenon adaptation, and the filling hole intussuseption is filled with the filler, and it has the plant to plant on the filler of top layer retaining wall body, has seted up the wash port on the wall. The utility model discloses simple structure, but mass prefabrication production, product economic nature is good. The construction process is simplified, the construction period is shortened, and the engineering investment is saved.

Description

Prefabricated ecological retaining wall of gravity type
Technical Field
The utility model relates to a water conservancy or highway engineering technical field, concretely relates to prefabricated ecological retaining wall of gravity type is applicable to the protection and the reinforcement of river course bank slope or highway side slope.
Background
The retaining wall is one of the structures commonly used in the field of water conservancy or highway engineering, and is an important structure for protecting and reinforcing a riverway bank slope or a highway side slope. The structural style of traditional retaining wall mainly has gravity type retaining wall, counterfort formula retaining wall, cantilever type retaining wall and weighing type retaining wall etc. generally adopts modes such as stone piling and building, cast-in-place concrete to build, has that the construction process is complicated, and the time limit for a project is longer, needs the artifical volume big, and shortcoming such as ecological landscape effect is poor.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a to the above-mentioned problem that prior art exists, provide a prefabricated ecological retaining wall of gravity type, its simple structure can prefabricated production in batches, and the construction is simple and convenient, safe and reliable, and can improve ecological environment.
The above object of the utility model is realized through following technical scheme:
the utility model provides a prefabricated ecological retaining wall of gravity type, which comprises a wall body, the wall body includes follows supreme retaining wall body that stacks in proper order down, the retaining wall body includes a plurality of retaining wall submodule pieces, be provided with the filling hole that runs through top surface and bottom surface in the retaining wall submodule piece, the side of retaining wall submodule piece one side is provided with the tenon, another offside side of retaining wall submodule piece is provided with the mortise with the tenon adaptation, the filling hole intussuseption is filled with and is filled, it has the plant to plant on the packing of the retaining wall body of top layer, the wash port has been seted up on.
The retaining wall body is a right trapezoid table, and the length of the bottom side of the right trapezoid cross section of the upper retaining wall body is smaller than that of the top side of the right trapezoid cross section of the lower retaining wall body.
The filler is waste soil-rock material or cohesive soil or sandy soil.
The plant is herba Taraxaci, passion fruit, bamboo of Hibiscus flower, herba Lysimachiae Christinae or mountain rose.
The top of the retaining wall sub-module is provided with a hoisting hole.
Compared with the prior art, the utility model has the advantages of it is following:
1. simple structure, mass prefabricated production and good product economy.
2. The construction process is simplified, the construction period is shortened, and the engineering investment is saved.
3. Waste soil stones or cohesive soil or sandy soil can be filled in the filling holes, so that engineering materials are saved, and the construction cost is reduced.
4. Plants planted on the filler can improve the ecological environment.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Figure 2 is the utility model discloses a retaining wall submodule piece's structural schematic.
In the figure: 1-retaining wall sub-module; 2-tenon; 3-a mortise and tenon; 4-a retaining wall body; 5-a drain hole; 6-hoisting holes; 7-a filler; 8-plants; 9-a wall body; 10-filling the hole.
Detailed Description
To facilitate understanding and practice of the invention by those of ordinary skill in the art, the following detailed description of the invention is provided in connection with the examples, and it is to be understood that the examples described herein are for purposes of illustration and explanation only and are not intended to limit the invention.
As shown in fig. 1-2, a prefabricated ecological retaining wall of gravity type, including wall body 9, wall body 9 includes the retaining wall body 4 that stacks in proper order from supreme down, retaining wall body 4 includes a plurality of retaining wall submodule pieces 1, be provided with the filling hole 10 that runs through top surface and bottom surface in the retaining wall submodule piece 1, the side of retaining wall submodule piece 1 one side is provided with tenon 2, another offside side of retaining wall submodule piece 1 is provided with the mortise 3 with tenon 2 adaptation, the intussuseption of filling hole 10 is filled with filler 7, plant 8 on the filler 7 of the retaining wall body 4 of top layer, wash port 5 has been seted up on the wall body 9. The aperture of the drain hole 5 is 50mm and is used for draining accumulated water in the wall body 9.
When implementing, tenon 2 and the mortise 3 that set up on two adjacent retaining wall submodule pieces 1 inlay mutually, can improve two adjacent retaining wall submodule pieces 1's joint strength. The retaining wall submodule 1 is prefabricated and molded by C25 reinforced concrete.
Retaining wall body 4 is the right trapezoid platform, the right trapezoid platform is the perpendicular for three side, another side is the terrace with edge on inclined plane, the base length of side of the right trapezoid cross-section of upper retaining wall body 4 is less than the topside length of the right trapezoid cross-section of lower floor retaining wall body 4, the side that the inclined plane of retaining wall body 4 is relative faces the blank face for perpendicular, the perpendicular blank face that faces of upper and lower layer retaining wall body 4 aligns, the right trapezoid cross-section is that the inclined plane faces the cross-section of blank face direction perpendicularly, face the blank face perpendicularly for vertically perpendicular, the perpendicular base that faces the blank face of upper retaining wall body 4 and the perpendicular topside length that faces the blank face of lower floor retaining wall body 4 of upper retaining wall body 4 are the same, make wall body 9 more stable, and high in structural strength.
The filler 7 is waste soil stone or cohesive soil or sandy soil. The filler 7 is backfilled to the filling hole 10 manually or mechanically
In addition, the engineering material is saved, and the engineering cost is reduced.
The plant 8 is herba Taraxaci, passion fruit, bamboo of Hibiscus flower, herba Lysimachiae christinae or flos Rosae Rugosae in mountain region, and has improved appreciation and ecological environment.
1 top of retaining wall submodule piece is provided with hole for hoist 6, and hole for hoist 6 is convenient for retaining wall submodule piece 1 installation and has improved the security of construction, has increased the stability and the equilibrium of hoist and mount.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.

Claims (5)

1. The utility model provides a prefabricated ecological retaining wall of gravity type, a serial communication port, including wall body (9), wall body (9) are including following supreme retaining wall body (4) that stack in proper order down, retaining wall body (4) are including a plurality of retaining wall submodule pieces (1), be provided with in retaining wall submodule piece (1) and run through filled hole (10) of top surface and bottom surface, the side of retaining wall submodule piece (1) one side is provided with tenon (2), the side of another offside of retaining wall submodule piece (1) is provided with mortise (3) with tenon (2) adaptation, filled hole (10) intussuseption are filled with filler (7), plant (8) have been planted on filler (7) of retaining wall body (4) on the top layer, wash port (5) have been seted up on wall body (9).
2. A gravity type prefabricated ecological retaining wall according to claim 1, characterized in that the retaining wall body (4) is a right trapezoid table, and the length of the bottom side of the right trapezoid cross section of the retaining wall body (4) at the upper layer is smaller than that of the top side of the right trapezoid cross section of the retaining wall body (4) at the lower layer.
3. A gravity type prefabricated ecological retaining wall according to claim 1, wherein the filler (7) is waste soil stone or cohesive soil or sandy soil.
4. A gravity prefabricated ecological retaining wall according to claim 1, characterized in that the plant (8) is dandelion or passion fruit or hibiscus bamboo or copper coin or mountain rose.
5. A gravity type prefabricated ecological retaining wall according to the claim 1, characterized in that the top of the retaining wall sub-modules (1) is provided with hoisting holes (6).
CN201920634168.6U 2019-05-06 2019-05-06 Prefabricated ecological retaining wall of gravity type Active CN210597364U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920634168.6U CN210597364U (en) 2019-05-06 2019-05-06 Prefabricated ecological retaining wall of gravity type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920634168.6U CN210597364U (en) 2019-05-06 2019-05-06 Prefabricated ecological retaining wall of gravity type

Publications (1)

Publication Number Publication Date
CN210597364U true CN210597364U (en) 2020-05-22

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CN201920634168.6U Active CN210597364U (en) 2019-05-06 2019-05-06 Prefabricated ecological retaining wall of gravity type

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113638359A (en) * 2021-08-13 2021-11-12 清华珠三角研究院 Protection device for preventing coast erosion and construction process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113638359A (en) * 2021-08-13 2021-11-12 清华珠三角研究院 Protection device for preventing coast erosion and construction process thereof
CN113638359B (en) * 2021-08-13 2023-01-17 清华珠三角研究院 Protection device for preventing coast erosion and construction process thereof

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