CN220414109U - Ecological wall is consolidated to river course dykes and dams - Google Patents

Ecological wall is consolidated to river course dykes and dams Download PDF

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Publication number
CN220414109U
CN220414109U CN202321827138.XU CN202321827138U CN220414109U CN 220414109 U CN220414109 U CN 220414109U CN 202321827138 U CN202321827138 U CN 202321827138U CN 220414109 U CN220414109 U CN 220414109U
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stone
block
soil
ecological wall
laid
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CN202321827138.XU
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Chinese (zh)
Inventor
李伟松
李中伟
王万里
樊肖杰
申超泳
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Zhongda Weiye Construction Group Co ltd
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Zhongda Weiye Construction Group Co ltd
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Abstract

The utility model discloses a river channel dam reinforcement ecological wall, which comprises lower stone blocks, wherein upper stone blocks are paved on the upper surfaces of the lower stone blocks, a soil bottom layer is arranged on the right side of the lower stone blocks, a broken stone base layer is arranged on the left side of the soil bottom layer, a sand filling layer is paved on the upper surface of the broken stone base layer, a protective net is paved on the upper surface of the broken stone base layer, a soil filling layer is paved on the upper surface of the protective net, protective blocks are paved on the upper surface of the soil filling layer, two planting concave holes are formed in the upper surface of each protective block, a water baffle is fixedly connected to the upper surface of each protective block, two reinforcing rods are arranged in the broken stone base layer, two clamping grooves are formed in the bottom surface of the lower stone block, and the tops of the two reinforcing rods extend to the inside of the clamping grooves. The ecological wall improves the protection effect on river dikes and prevents the river dikes from collapsing.

Description

Ecological wall is consolidated to river course dykes and dams
Technical Field
The utility model relates to the field of river dikes, in particular to a river dike reinforcing ecological wall.
Background
The river dike is a slope protection technology for supporting slopes or side slopes to form a comprehensive slope protection system consisting of plants or engineering and plants, after the side slopes are excavated, the side slope surface layers are protected and reinforced by the interaction of the plants, rock and soil bodies through planting the plants, so that the requirements on the stability of the side slope surface layers can be met, and the slope protection mode of the damaged natural ecological environment can be recovered, thereby being an effective slope protection and fixing means.
At present, when the ecological slope protection of the river dike is in heavy rain weather, the side slope of the dike is washed out by heavy rain, water and soil loss is easy to cause, and the phenomenon that the river dike collapses can be caused by long-time washing, so that the river dike reinforcing ecological wall is provided for solving the problems.
Disclosure of Invention
The utility model aims to provide a river dike reinforcement ecological wall so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a river course dykes and dams consolidates ecological wall, includes down the stone, the upper surface of stone has been laid down and has been gone up the stone, the right side of stone is equipped with the soil bottom down, the left side of soil bottom is equipped with the rubble basic unit, the sand material filling layer has been laid to the upper surface of rubble basic unit, broken stone bed course has been laid to the upper surface of soil bottom, the protection network has been laid to the upper surface of rubble bed course, the upper surface of protection network has been laid the soil filling layer, the protection piece has been laid to the upper surface of soil filling layer.
In a further embodiment, two planting concave holes are formed in the upper surface of each protection block, and a water baffle is fixedly connected to the upper surface of each protection block.
In a further embodiment, two reinforcing rods are arranged in the crushed stone base layer, two clamping grooves are formed in the bottom surface of the lower stone block, and the top ends of the two reinforcing rods extend to the inner parts of the clamping grooves.
In a further embodiment, a positioning groove is formed in the bottom surface of the upper stone block, and a positioning block is fixedly connected to the upper surface of the lower stone block.
In a further embodiment, the top end of the positioning block extends to the inside of the positioning groove, and the upper surface of the positioning block is in contact with the inner wall of the positioning groove.
In a further embodiment, a water guiding groove is formed in the upper surface of the upper stone block, and a water guiding hole is formed in the inner side wall of the water guiding groove.
Compared with the prior art, the utility model has the beneficial effects that:
the device can lay down stone and last stone through sand filling layer and rubble basic unit that are equipped with, utilize down stone and go up the firm laying of stone, will form firm dyke and consolidate ecological wall to with rubble bed course, protection network, soil filling layer and the cooperation of protection piece, can protect the side slope of river course dyke again, thereby improve the protection effect to river course dyke, avoid the phenomenon that the river course dyke collapses to appear.
Drawings
Fig. 1 is a schematic perspective view of a front view of a river dike reinforcement ecological wall.
Fig. 2 is a sectional view showing a front view of a protective block in a river dike reinforcing ecological wall.
FIG. 3 is a cross-sectional view of a front view of a lower block in a river dike reinforcement ecological wall.
In the figure: 1. stone cutting; 2. applying stone blocks; 3. a sand filling layer; 4. a macadam base layer; 5. a reinforcing rod; 6. a clamping groove; 7. a positioning groove; 8. a positioning block; 9. a water guide groove; 10. a water guide hole; 11. a soil bottom layer; 12. a gravel cushion layer; 13. a protective net; 14. a soil filling layer; 15. a protective block; 16. planting concave holes; 17. and a water baffle.
Detailed Description
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, the ecological wall for reinforcing a river dike in the utility model comprises a lower stone block 1, wherein an upper stone block 2 is paved on the upper surface of the lower stone block 1, a soil bottom layer 11 is arranged on the right side of the lower stone block 1, a broken stone base layer 4 is arranged on the left side of the soil bottom layer 11, a sand filling layer 3 is paved on the upper surface of the broken stone base layer 4, a broken stone cushion layer 12 is paved on the upper surface of the soil bottom layer 11, a protective net 13 is paved on the upper surface of the broken stone cushion layer 12, a soil filling layer 14 is paved on the upper surface of the protective net 13, and a protective block 15 is paved on the upper surface of the soil filling layer 14.
Two planting shrinkage pool 16 have all been seted up to the upper surface of every protection piece 15, the equal fixedly connected with breakwater 17 of upper surface of every protection piece 15, the inside of rubble basic unit 4 is equipped with two stiffening rod 5, two draw-in grooves 6 have been seted up to the bottom surface of lower stone 1, the top of two stiffening rod 5 all extends to the inside of draw-in groove 6, plant the planting to the green through planting shrinkage pool 16 being convenient for, utilize breakwater 17 can separate the rainwater and keep off, utilize stiffening rod 5 and draw-in groove 6, will make lower stone 1 lay the back more firm.
The constant head tank 7 has been seted up to the bottom surface of going up stone 2, the upper surface fixedly connected with locating piece 8 of lower stone 1, the top of locating piece 8 extends to the inside of constant head tank 7, the upper surface of locating piece 8 contacts with the inner wall of constant head tank 7, guiding gutter 9 has been seted up to the upper surface of going up stone 2, guiding hole 10 has been seted up to the inside wall of guiding gutter 9, through constant head tank 7 and locating piece 8, can make to go up stone 2 and lower stone 1 be connected more firmly, utilize guiding gutter 9 and guiding gutter 10, can lead water when falling to the rainwater.
The working principle of the utility model is as follows: firstly, paving a broken stone base layer 4 on the left side of a soil bottom layer 11, then paving a sand filling layer 3 above the broken stone base layer 4, then paving a lower stone block 1 and an upper stone block 2 above the sand filling layer 3, and after paving the upper stone block 2, paving a broken stone cushion layer 12, a protective net 13, a soil filling layer 14 and a protective block 15 above the soil bottom layer 11, thereby forming a reinforced ecological wall.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (6)

1. The utility model provides a river course dykes and dams consolidates ecological wall which characterized in that: including lower stone (1), upper stone (2) have been laid to the upper surface of lower stone (1), the right side of lower stone (1) is equipped with soil bed (11), the left side of soil bed (11) is equipped with rubble basic unit (4), sand material filling layer (3) have been laid to the upper surface of rubble basic unit (4), garrulous stone bed course (12) have been laid to the upper surface of soil bed (11), protection network (13) have been laid to the upper surface of rubble bed course (12), soil filling layer (14) have been laid to the upper surface of protection network (13), protection block (15) have been laid to the upper surface of soil filling layer (14).
2. The river dike reinforcement ecological wall according to claim 1, wherein: two planting concave holes (16) are formed in the upper surface of each protection block (15), and a water baffle (17) is fixedly connected to the upper surface of each protection block (15).
3. The river dike reinforcement ecological wall according to claim 1, wherein: the inside of rubble basic unit (4) is equipped with two stiffening rod (5), two draw-in grooves (6) have been seted up to the bottom surface of lower stone (1), two the top of stiffening rod (5) all extends to the inside of draw-in groove (6).
4. The river dike reinforcement ecological wall according to claim 1, wherein: the positioning groove (7) is formed in the bottom surface of the upper stone block (2), and the positioning block (8) is fixedly connected to the upper surface of the lower stone block (1).
5. The river dike reinforcement ecological wall according to claim 4, wherein: the top end of the positioning block (8) extends to the inside of the positioning groove (7), and the upper surface of the positioning block (8) is in contact with the inner wall of the positioning groove (7).
6. The river dike reinforcement ecological wall according to claim 1, wherein: the upper surface of the upper stone block (2) is provided with a water guide groove (9), and the inner side wall of the water guide groove (9) is provided with a water guide hole (10).
CN202321827138.XU 2023-07-12 2023-07-12 Ecological wall is consolidated to river course dykes and dams Active CN220414109U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321827138.XU CN220414109U (en) 2023-07-12 2023-07-12 Ecological wall is consolidated to river course dykes and dams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321827138.XU CN220414109U (en) 2023-07-12 2023-07-12 Ecological wall is consolidated to river course dykes and dams

Publications (1)

Publication Number Publication Date
CN220414109U true CN220414109U (en) 2024-01-30

Family

ID=89653446

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321827138.XU Active CN220414109U (en) 2023-07-12 2023-07-12 Ecological wall is consolidated to river course dykes and dams

Country Status (1)

Country Link
CN (1) CN220414109U (en)

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