CN220847351U - Be used for river course to renovate and use river levee structure - Google Patents

Abstract

The utility model discloses a river levee structure for river channel remediation, which comprises a soil base layer, wherein a planting frame is paved on the upper surface of the soil base layer, a baffle is paved on the upper surface of the soil base layer, a sand stone cushion layer is arranged on the left side of the soil base layer, a plurality of plate bodies are paved on the left side surface of the sand stone cushion layer, a balancing weight is paved on the upper surface of the plate bodies, a plurality of connecting grooves are formed in the upper surface of the balancing weight, a plurality of battens are paved on the upper surface of the balancing weight, connecting blocks are fixedly connected to the bottom surfaces of the battens, the bottom ends of the connecting blocks respectively extend into the connecting grooves, a filling plate is paved on the upper surface of the balancing weight, the right side surface of the filling plate is contacted with the left side surface of the baffle, and planting holes are formed in the bottom surface of each planting frame. The river dike structure for river channel remediation improves the protection effect, avoids the problem of submerged collapse when river water in the flood season is suddenly increased, and ensures the safety of the river channel.

Description

Be used for river course to renovate and use river levee structure

Technical Field

The utility model relates to the field of river channel remediation, in particular to a river levee structure for river channel remediation.

Background

The river channel is remediated, namely, the river bed is remediated, engineering measures for controlling and reforming the river channel are adopted, scouring and silting phenomena frequently occur in natural rivers, water damage easily occurs, water conservancy development is hindered, and proper measures are needed to be adopted to remedy the river channel in order to adapt to the requirements of disease removal, including engineering such as dredging, bank protection and the like.

The river dike is protected in the river channel remediation process, but the current river dike structure is poor in protection effect, the problem of submerged collapse easily occurs when river water in flood season is suddenly increased, and the safety of the river channel is affected.

Disclosure of utility model

The present utility model is directed to a river dike structure for river channel remediation, so as to solve the problems set forth in the background art.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

A river levee structure for river course is renovated, includes soil basic unit, the planting frame has been laid to soil basic unit's upper surface, the baffle has been laid to soil basic unit's upper surface, soil basic unit's left side is equipped with the grit bed course, a plurality of plate bodies have been laid to the left surface of grit bed course, the balancing weight has been laid to the upper surface of plate body, a plurality of spread grooves have been seted up to the upper surface of balancing weight, a plurality of laths have been laid to the upper surface of balancing weight, every the equal fixedly connected with connecting block in bottom surface of lath, every the bottom of connecting block extends to the inside of every spread groove respectively.

In a further embodiment, a filling plate is laid on the upper surface of the balancing weight, and the right side surface of the filling plate is in contact with the left side surface of the baffle.

In a further embodiment, each of the planting frames has a planting hole formed in a bottom surface thereof, and each of the planting frames has a soil planting layer formed therein.

In a further embodiment, a stone blanket is laid on the left side of the soil base layer, and a geotextile is laid on the left side of the stone blanket.

In a further embodiment, a gravel filling layer is laid on the left side face of the geotechnical base cloth, and a grass planting layer is laid on the left side face of the gravel filling layer.

Compared with the prior art, the utility model has the beneficial effects that:

This device is through the grit bed course that is equipped with to with the cooperation of plate body, balancing weight and slat, can make the plate body carry out the compaction in the left side of soil basic unit and lay, can separate the side slope soil of river course, will form firm river levee structure, utilize simultaneously to plant frame, planting hole and soil planting layer, can plant the nursery stock, improve the scour protection effect of river levee, thereby this river levee structure improves the protection effect, appears inundating the problem of subsidence when avoiding flood season river to rise suddenly, guarantees the security of river course.

Drawings

Fig. 1 is a schematic perspective view of a river bank structure for river rehabilitation.

Fig. 2 is a cross-sectional view showing a front view of a soil base layer in a river levee structure for river course remediation.

Fig. 3 is a cross-sectional view showing a front view of a weight block in a river dike structure for river rehabilitation.

Fig. 4 is a cross-sectional view showing a front view of a planting frame in a river levee structure for river course remediation.

In the figure: 1. a soil base layer; 2. planting frames; 3. a baffle; 4. a plate body; 5. a sand cushion layer; 6. balancing weight; 7. a connecting groove; 8. a connecting block; 9. a slat; 10. a filler plate; 11. a stone cushion layer; 12. geotechnical base cloth; 13. a crushed stone filling layer; 14. a grass planting layer; 15. planting holes; 16. and (5) planting a layer of soil.

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. 1-4, in the present utility model, a river bank structure for river channel remediation includes a soil base layer 1, a planting frame 2 is laid on the upper surface of the soil base layer 1, a baffle 3 is laid on the upper surface of the soil base layer 1, a sand and stone cushion 5 is arranged on the left side of the soil base layer 1, a plurality of plates 4 are laid on the left side of the sand and stone cushion 5, a balancing weight 6 is laid on the upper surface of the plates 4, a plurality of connecting grooves 7 are formed on the upper surface of the balancing weight 6, a plurality of laths 9 are laid on the upper surface of the balancing weight 6, connecting blocks 8 are fixedly connected to the bottom surface of each lath 9, and the bottom end of each connecting block 8 extends to the inside of each connecting groove 7.

The upper surface of balancing weight 6 has laid filling board 10, and the right flank of filling board 10 contacts with the left surface of baffle 3, and planting hole 15 has all been seted up to the bottom surface of every planting frame 2, and the inside of every planting frame 2 is equipped with all is equipped with soil planting layer 16, can fill between baffle 3 and balancing weight 6 through filling board 10, utilizes planting hole 15 and soil planting layer 16, can plant the nursery stock fast.

The left side of soil basic unit 1 has laid stone bed course 11, and geotechnique's basic cloth 12 has been laid to the left surface of stone bed course 11, and geotechnique's basic cloth 12 has laid rubble filling layer 13 in the left surface of geotechnique's basic cloth 12, and grass is planted layer 14 has been laid to the left surface of rubble filling layer 13, through stone bed course 11 and geotechnique's basic cloth 12 to with the cooperation of rubble filling layer 13 and grass planting layer 14, can improve the anti-scour effect to soil basic unit 1 upper portion.

The working principle of the utility model is as follows: firstly, the stone cushion layer 11, the geotechnical base cloth 12, the broken stone filling layer 13 and the grass planting layer 14 are sequentially paved above the soil base layer 1, then the planting frame 2 is paved on the left side of the grass planting layer 14, after the planting frame 2 is paved, the plate body 4, the balancing weights 6 and the battens 9 are paved above the planting frame 2, and therefore a firm river bank structure can be formed through the plate body 4, the balancing weights 6 and the battens 9.

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 (5)

1. Be used for river course to renovate with river levee structure, its characterized in that: including soil basic unit (1), planting frame (2) have been laid to the upper surface of soil basic unit (1), baffle (3) have been laid to the upper surface of soil basic unit (1), the left side of soil basic unit (1) is equipped with grit bed course (5), a plurality of plate bodies (4) have been laid to the left surface of grit bed course (5), balancing weight (6) have been laid to the upper surface of plate body (4), a plurality of spread grooves (7) have been seted up to the upper surface of balancing weight (6), a plurality of laths (9) have been laid to the upper surface of balancing weight (6), every equal fixedly connected with connecting block (8) in bottom of lath (9), every the bottom of connecting block (8) extends to the inside of every spread groove (7) respectively.

2. A river levee structure for river course remediation of claim 1, wherein: the upper surface of balancing weight (6) has laid filling board (10), the right flank of filling board (10) contacts with the left surface of baffle (3).

3. A river levee structure for river course remediation of claim 1, wherein: planting holes (15) are formed in the bottom face of each planting frame (2), and soil planting layers (16) are arranged in the planting frames (2).

4. A river levee structure for river course remediation of claim 1, wherein: the left side of soil basic unit (1) has laid stone bed course (11), geotechnique's basic cloth (12) have been laid to the left surface of stone bed course (11).

5. A river levee structure for river course remediation of claim 4, wherein: the left side of geotechnical base cloth (12) has laid rubble filling layer (13), the left side of rubble filling layer (13) has laid grass planting layer (14).