CN210597198U

CN210597198U - Revetment cutting and combined ecological revetment

Info

Publication number: CN210597198U
Application number: CN201920451980.5U
Authority: CN
Inventors: 吴健; 沈艳雪; 蒋坤; 顾建邦; 徐文俊; 凌浩; 陈铖; 孙亮
Original assignee: Jiangsu Mailang New Material Technology Co ltd
Current assignee: Jiangsu Mailang New Material Technology Co ltd
Priority date: 2019-04-03
Filing date: 2019-04-03
Publication date: 2020-05-22
Anticipated expiration: 2029-04-03

Abstract

The utility model provides a bank protection cutting and combination formula ecological bank protection, the bank protection cutting is the rectangular form that the same cross section straight line extended and forms, the cross section is an integer that at least one soft portion that can elastically deform combines to constitute with at least one hard portion. The shore protection slip is influenced by the hard portion in length direction and has hardness, is not bent easily, is transversely influenced by the soft portion and can be elastically deformed within a certain range, and after the shore protection slip is inserted into a gap between two pile bodies, the shore protection slip is extruded by the pile bodies on the left side and the right side and is deformed, so that the gap between the two pile bodies is locally filled, a good soil retaining and water stopping effect is achieved, and the shore is protected along a soil body.

Description

Revetment cutting and combined ecological revetment

Technical Field

The utility model relates to a bank protection cutting and combination formula ecological bank protection.

Background

With the rapid development of social economy in China, the construction industry is rapidly rising, various hydraulic engineering and bank protection engineering are increasing day by day, most engineering need a retaining structure for retaining water and retaining soil before construction, for example, a combined ecological bank protection is one of the retaining structures, and a plurality of pile bodies are sequentially arranged and driven into a soil body to form a bank edge retaining structure. Through the cooperation connection of modes such as card is established, is inlayed and inserts between every two adjacent piles, can produce the clearance between two adjacent piles, therefore the effect of retaining soil stagnant water is relatively poor.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is to provide a bank protection cutting.

In order to solve the technical problem, the utility model discloses a technical scheme is: the utility model provides a bank protection cutting, the bank protection cutting is the rectangular form that the same cross section straight line extended and forms, the cross section is an integer that at least one can the flexible portion of elastic deformation and at least one rigid portion combine to constitute.

In certain embodiments, the cross-sectional outer edge profile is circular or elliptical.

In some embodiments, at least one gap space is formed between the soft part and the hard part.

In some embodiments, at least one gap space is formed in the middle of the soft part.

In some embodiments, the cross section includes two soft portions and two hard portions, the four soft portions are distributed at intervals on the peripheral portion of the cross section, a gap space is formed in the middle of the cross section, the side portion of each soft portion is at least two extended connecting walls, the connecting walls are connected with the corresponding side portions of the hard portions in an adjacent manner, and a gap space is formed between the two adjacent connecting walls on each side of the soft portion and the corresponding hard portions.

In some embodiments, the cross section includes a soft portion located at the outer portion and a hard portion located at the inner portion, the soft portion includes a peripheral portion and a plurality of connecting walls extending inward from the peripheral portion, the connecting walls are connected to the corresponding side portions of the hard portion, and a gap space is formed between each two adjacent connecting walls and the corresponding hard portion.

In certain embodiments, the interstitial spaces extend lengthwise through the revetment slips.

In some embodiments, at least 1/2 of the cross-sectional outer edges correspond to the outer edges of the soft portion, the soft portion outer edges being arcuate in shape that bows outward.

The to-be-solved technical problem of the utility model is to provide a modular ecological bank protection.

In order to solve the technical problem, the utility model discloses a technical scheme is: a combined ecological revetment comprises revetment inserting strips in any one of the above embodiments, and further comprises a plurality of pile bodies arranged in sequence, a gap is formed between every two adjacent pile bodies, and the revetment inserting strips are inserted into the gaps.

The scope of the present invention is not limited to the technical solutions formed by specific combinations of the above technical features, and other technical solutions formed by arbitrary combinations of the above technical features or equivalent features should be covered. For example, the above features and the technical features (but not limited to) having similar functions disclosed in the present application are mutually replaced to form the technical solution.

Because of the application of the technical scheme, compared with the prior art, the utility model has the following advantages: the shore protection inserting strip is composed of a soft part and a hard part, wherein the soft part and the hard part are made of soft materials, the shore protection inserting strip is influenced by the hard part in the length direction to have hardness and is not easy to bend, the shore protection inserting strip can be elastically deformed in a certain range under the influence of the soft part in the transverse direction, and after the shore protection inserting strip is inserted into a gap between two pile bodies, the shore protection inserting strip is extruded and deformed by the pile bodies on the left side and the right side, so that the gap between the two pile bodies is partially filled, a good soil and water retaining effect is achieved, and a soil body along the shore.

Drawings

FIG. 1 is a schematic cross-sectional top view of a first embodiment of a revetment slip;

FIG. 2 is a schematic top view of an embodiment of a revetment cutting used in a combined ecological revetment;

FIG. 3 is a schematic cross-sectional top view of a second embodiment of a revetment slip;

FIG. 4 is a schematic cross-sectional top view of a third embodiment of a revetment slip;

FIG. 5 is a schematic top view of an embodiment of a revetment cutting used in a combined ecological revetment;

wherein, 1, a hard part; 2. a soft part; 21. a connecting wall; 3. a clearance space; 4. a pile body; 5. a gap.

Detailed Description

The combined ecological revetment generally comprises a plurality of pile bodies 4 which are arranged in sequence, wherein every two adjacent pile bodies 4 are clamped or inserted and matched, and a gap is formed at the matching position. The pile bodies 4 may be pile bodies 4 of the same shape or pile bodies 4 of different shapes, as long as they can be mutually matched, connected and combined to form the revetment.

In the first embodiment, the revetment cutting is in a long strip shape, and is formed by co-extruding the revetment cutting along a straight line with the same cross section, as shown in fig. 1, the cross section is a whole formed by combining two soft parts 2 capable of elastically deforming with two hard parts 1. The cross section comprises two soft parts 2 and two hard parts 1 which are distributed at intervals at the peripheral parts of the cross section, a gap space 3 is formed in the middle of the cross section, two side parts of each soft part 2 are two extended connecting walls 21, the connecting walls 21 are connected with the corresponding side parts of the hard parts 1 in a neighboring mode, and the gap space 3 is formed between the two adjacent connecting walls 21 at each side of each soft part 2 and the corresponding hard parts 1. All the interstitial spaces 3 penetrate the revetment slips in the length direction. The outer edge of the outer edge 4/5 of the cross section is the outer edge of the soft part 2, and the outer edge of the soft part 2 is in the shape of an outwardly arched arc. The outline of the outer edge of the cross section is elliptic. The two rigid portions 1 are located at both ends of the oval shape. The materials of the soft part 2 and the hard part 1 are not the invention point, and are made of plastics, the hard plastics and the soft plastics are in different proportions, such as hard PVC and soft PVC, and the co-extrusion processing and the proportion of the soft plastics and the hard plastics are the prior art processes, and are not detailed.

As shown in fig. 2, the revetment slips are inserted in the gap 5 in a schematic top view.

Pile bodies 4 are driven into the shore edge soil body in sequence, and after the pile bodies are driven, shore protection inserting strips are inserted into the gaps 5. The shore protection cutting is influenced by the hard portion 1 in length direction and has hardness, does not buckle easily, thereby can insert in the soil body, transversely receive soft portion 2 to influence can be at certain extent elastic deformation, insert in gap 5 between two pile bodies 4 back, the shore protection cutting receives the extrusion of left and right sides pile body 4, warp, thereby fill the clearance part between two pile bodies 4, thereby play better effect of retaining soil stagnant water, the soil body is followed to the protection bank.

In the second embodiment, as shown in fig. 3, the second embodiment is different from the first embodiment in that the cross section of the second embodiment includes a soft portion 2 located at the outside and a hard portion 1 located at the inside, the soft portion 2 includes a peripheral portion and four connecting walls 21 extending inward from the peripheral portion, the connecting walls 21 are connected to corresponding side portions of the hard portion 1, and four gap spaces 3 are formed between each two adjacent connecting walls 21 and the corresponding hard portion 1.

Third embodiment, as shown in fig. 4, the third embodiment is different from the first embodiment in that the cross section of the third embodiment includes an elongated rigid portion 1 located in the middle, and a plurality of soft portions 2 extending outward from the middle rigid portion 1. As shown in fig. 5, the revetment slips are inserted in the gap 5 in a schematic top view.

The above embodiments are only for illustrating the technical concept and features of the present invention, and the purpose of the embodiments is to enable people skilled in the art to understand the contents of the present invention and to implement the present invention, which cannot limit the protection scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered by the protection scope of the present invention.

Claims

1. The utility model provides a bank protection cutting which characterized in that: the revetment cutting is a long strip shape formed by linearly extending the same cross section, and the cross section is a whole formed by combining at least one flexible part (2) capable of elastically deforming with at least one rigid part (1).

2. The revetment slip of claim 1, wherein: the outline of the outer edge of the cross section is circular or elliptical.

3. The revetment slip of claim 1, wherein: at least one clearance space (3) is formed between the soft part (2) and the hard part (1).

4. The revetment slip of claim 1, wherein: at least one clearance space (3) is formed in the middle of the soft part (2).

5. The revetment slip of claim 1, wherein: the cross section comprises two soft parts (2) and two hard parts (1), the four parts are distributed at the peripheral part of the cross section at intervals, a gap space (3) is formed in the middle of the cross section, the side edge parts of each soft part (2) are at least two extended connecting walls (21), each connecting wall (21) is connected with the corresponding side edge part of each hard part (1) in a neighboring mode, and the two adjacent connecting walls (21) on each side of each soft part (2) are correspondingly connected with the corresponding hard parts (1) to form the gap space (3).

6. The revetment slip of claim 1, wherein: the cross section comprises a soft part (2) positioned at the outer part and a hard part (1) positioned at the inner part, the soft part (2) comprises a peripheral part and a plurality of connecting walls (21) extending inwards from the peripheral part, the connecting walls (21) are connected with the corresponding side parts of the hard part (1) in an adjacent mode, and a gap space (3) is formed between each two adjacent connecting walls (21) and the corresponding hard part (1).

7. The revetment slip of any of claims 3-6, wherein: the gap space (3) penetrates through the revetment cutting along the length direction.

8. The revetment slip of claim 1, wherein: at least 1/2 of the outer edges of the cross section is corresponding to the outer edge of the soft part (2), and the outer edge of the soft part (2) is in an arc shape which is arched outwards.

9. A modular ecological revetment comprising revetment slips according to any of claims 1 to 8, wherein: the revetment inserting strip is characterized by comprising a plurality of pile bodies (4) which are arranged in sequence, a gap (5) is formed between every two adjacent pile bodies (4), and the revetment inserting strip is inserted into the gap (5).