CN210597187U

CN210597187U - Simple soil-retaining and water-stopping combined revetment

Info

Publication number: CN210597187U
Application number: CN201920452132.6U
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 simple and easy type keeps off native stagnant water combination shore protection, includes a plurality of piles of arranging according to the preface, every adjacent two form the gap between the pile, adjacent two offer the caulking groove that is used for depositing water-swelling strip on at least one in the pile, the caulking groove along the direction of height of pile extends, the caulking groove is facing to the gap. Fill in the caulking groove and establish water inflation strip, after squeezing into the pile body the bank along the soil body, thereby water inflation strip meets water and just can expand the gap local filling that corresponds the caulking groove after to play the effect of better retaining soil stagnant water, the protection bank is along the soil body.

Description

Simple soil-retaining and water-stopping combined revetment

Technical Field

The utility model relates to a simple and easy type keeps off native stagnant water combination shore 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 type bank protection is one of them, and a plurality of piles are arranged in sequence and are 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 simple and easy type keeps off native stagnant water combination shore protection.

In order to solve the technical problem, the utility model discloses a technical scheme is: the utility model provides a simple and easy type keeps off native stagnant water combination shore protection, includes a plurality of piles of arranging according to the preface, every adjacent two form the gap between the pile, adjacent two offer the caulking groove that is used for depositing water-swelling strip on at least one in the pile, the caulking groove along the direction of height of pile extends, the caulking groove is facing to the gap.

In some embodiments, the caulking groove is positioned at the upper part of the pile body, and the length of the caulking groove accounts for 1/3-1/2 of the height of the pile body.

In certain embodiments, the caulking groove is filled with a water-swellable strip.

In some embodiments, the pile body includes a stressed pile and an insertion plate pile, at least two opposite sides of the stressed pile are provided with assembling grooves, two side portions of the insertion plate pile are respectively assembling edges, the assembling edges are inserted into the corresponding assembling grooves, and the gap is formed between the assembling edges and the groove walls of the assembling grooves.

In some embodiments, the caulking groove is provided on the assembly edge of the sheet pile and/or on a groove wall of the assembly groove.

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 caulking groove has been seted up on the pile body that corresponds the gap, can fill in the caulking groove and establish and meet water inflation strip, after squeezing into the pile body the bank along the soil body, thereby meet water inflation strip and just can expand after meeting water and fill the gap part that the caulking groove corresponds to play better effect of retaining soil stagnant water, the protection bank is along the soil body.

Drawings

FIG. 1 is a schematic top view of an embodiment of a modular revetment;

FIG. 2 is a perspective view of an embodiment of the modular revetment;

FIG. 3 is a perspective view of a second embodiment of the combined revetment;

FIG. 4 is a schematic perspective view of a third embodiment of the combined revetment;

wherein 1, pile body; 11. a stressed pile; 111. assembling a groove; 12. inserting sheet piles; 121. assembling edges; 2. a gap; 3. caulking grooves; 4. a water-swellable tape.

Detailed Description

The combined revetment generally comprises a plurality of pile bodies 1 arranged in sequence, and every two adjacent pile bodies 1 are clamped or inserted. The pile bodies 1 may be pile bodies 1 with the same shape or pile bodies 1 with different shapes, as long as the pile bodies 1 can be mutually matched, connected and combined to form a revetment.

In the first embodiment, the pile body 1 includes two types of pile bodies, i.e., a stressed pile 11 and a sheet-inserting pile 12, wherein the two opposite sides of the stressed pile 11 are provided with assembling grooves 111, the two sides of the sheet-inserting pile 12 are respectively provided with assembling edges 121, the assembling edges 121 are inserted into the corresponding assembling grooves 111, and a gap 2 is formed between the assembling edges 121 and the groove walls of the assembling grooves 111. The assembly edge 121 is provided with an embedded groove 3 for storing the water-swellable strip 4, the embedded groove 3 extends along the height direction of the sheet inserting pile 12, and the embedded groove 3 faces the gap 2. The caulking groove 3 is filled with a water-swelling strip 4, and the water-swelling strip 4 is commercially available and comprises a rubber water stop strip, a PVC plastic water stop strip and the like.

The lower part of the pile body 1 is inserted into the soil body, one side of the upper part is blocked and connected with the soil body, the caulking groove 3 can be only arranged on the upper part of the pile body 1, and the length of the caulking groove is 1/3-1/2 which accounts for the height of the pile body 1. The pile body 1 is usually 3-5 m high.

Before piling, the proper water-swelling strips 4 are filled in the caulking grooves 3, and then the pile bodies filled with the water-swelling strips 4 are driven into the shore soil body in sequence. The water-swelling strip 4 swells outwards after encountering water, thereby filling the gap of the corresponding section and playing a good role in retaining soil and stopping water. The method can be applied to riverways and excavation projects.

Second embodiment, as shown in fig. 3, the second embodiment is different from the first embodiment in that, in addition to the different fitting shapes of the fitting edges 121 of the fitting groove 111, the insertion groove 3 is opened on the groove wall of the fitting groove 111 of the force-bearing pile 11, a gap 2 is formed between the fitting edges 121 of the fitting groove 111, and the insertion groove 3 extends along the height direction of the force-bearing pile 11 and faces the gap 2.

In the third embodiment, as shown in fig. 4, the difference between the third embodiment and the first embodiment is that the connection and matching manner between two adjacent pile bodies 1 is different, the inserting sheet pile is limited between two stressed piles by depending on the soil body along one side of the revetment, and a gap is also generated between two side parts of the inserting sheet pile and the stressed pile on the corresponding side, so that caulking grooves capable of filling water-swellable strips are formed in the two side parts of the inserting sheet pile along the height direction of the inserting sheet pile, and face the gap.

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 simple and easy type keeps off native stagnant water combination shore protection, includes a plurality of pile body (1) of arranging according to the preface, every adjacent two form gap (2), its characterized in that between pile body (1): adjacent two offer caulking groove (3) that are used for depositing water-swelling strip (4) on at least one in pile body (1), caulking groove (3) are along the direction of height of pile body (1) extends, caulking groove (3) are facing to gap (2).

2. A simplified retaining and sealing combined revetment according to claim 1, characterized in that: the caulking groove (3) is positioned at the upper part of the pile body (1), and the length of the caulking groove accounts for 1/3-1/2 of the height of the pile body (1).

3. A simplified retaining and sealing combined revetment according to claim 1, characterized in that: and a water-swelling strip (4) is filled in the caulking groove (3).

4. A simplified retaining and sealing combined revetment according to claim 1, characterized in that: the pile body (1) comprises a stressed pile (11) and a sheet inserting pile (12), assembly grooves (111) are formed in at least two opposite sides of the stressed pile (11), assembly edges (121) are arranged on two sides of the sheet inserting pile (12) respectively, the assembly edges (121) are inserted into the corresponding assembly grooves (111), and gaps (2) are formed between the assembly edges (121) and the groove walls of the assembly grooves (111).

5. A simplified soil and water retaining combined revetment according to claim 4, wherein: the caulking groove (3) is formed in the assembling edge (121) of the sheet pile (12) and/or the wall of the assembling groove (111).