High-strength anti-seepage geotextile

Abstract

The utility model discloses high-strength anti-seepage geotextile, which relates to the field of anti-seepage geotextile and comprises an anti-seepage membrane, upper-layer geotextile covers the upper layer of the anti-seepage membrane, lower-layer geotextile covers the lower layer of the anti-seepage membrane, and reinforcing structures are arranged between the upper-layer geotextile and the anti-seepage membrane and between the lower-layer geotextile and the anti-seepage membrane. The reinforcing structure is used for improving the tensile property of the geotechnical cloth; the reinforcing structure comprises butt joint protrusions integrally formed on the upper face and the lower face of the impermeable membrane and further comprises butt joint grooves formed in the faces, close to each other, of the upper geotechnical cloth layer and the lower geotechnical cloth layer. The outer wall of the butt joint protrusion is matched with the inner wall of the butt joint groove. The reinforcing structure is arranged, the contact area between the upper-layer geotechnical cloth and the impermeable membrane and the contact area between the lower-layer geotechnical cloth and the impermeable membrane are increased through the reinforcing structure, the tensile property is further improved, and the effect of reinforcing connection is achieved.

Description

Technical Field

[0001] The utility model relates to the field of anti-seepage geotextiles, in particular to a high-strength anti-seepage geotextile. Background Technique

[0002] The anti-seepage geotextile is composed of a geotextile and an anti-seepage membrane. The outermost side is provided with a geotextile that is resistant to scratching and collision, and the anti-seepage membrane for preventing rainwater penetration is in the middle.

[0003] In the production process or laying process of the existing geotextiles, it is easy to occur that the geotextile is misaligned with the anti-seepage membrane due to stress. The occurrence of this situation will cause local water seepage of the anti-seepage geotextile. Content of the Utility Model

[0004] The purpose of the utility model is to provide a high-strength anti-seepage geotextile to solve the problems raised in the above background technique.

[0005] To achieve the above purpose, the utility model provides the following technical solution: a high-strength anti-seepage geotextile, including an anti-seepage membrane, an upper geotextile is covered on the upper layer of the anti-seepage membrane, a lower geotextile is covered on the lower layer of the anti-seepage membrane, and a strengthening structure is arranged between the upper geotextile, the lower geotextile and the anti-seepage membrane, and the strengthening structure is used to improve the tensile performance of the geotextile;

[0006] The strengthening structure includes butt joints integrally formed on the upper and lower surfaces of the anti-seepage membrane, and the strengthening structure also includes butt joints formed on the mutually close surfaces of the upper geotextile and the lower geotextile;

[0007] The outer wall of the butt joint is in line with the inner wall of the butt joint groove.

[0008] As a further scheme of the utility model: the number of the butt joints located above and below is multiple, and multiple butt joints in a group are equidistantly distributed axially.

[0009] As a further scheme of the utility model: the number of the butt joint grooves located above and below is multiple, and multiple butt joint grooves in a group are equidistantly distributed axially.

[0010] As a further scheme of the utility model: the distance between two adjacent butt joints axially is equal to the distance between two adjacent butt joint grooves axially.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] 1. By setting a strengthening structure, the contact area between the upper geotextile, the lower geotextile and the anti-seepage membrane is increased, thereby further improving the tensile performance and achieving the effect of strengthening the connection. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 is a schematic structural view of the present utility model;

[0014] Figure 2 is the structural entity of the anti-seepage membrane of the present utility model;

[0015] Figure 3 is a schematic structural view of the docking groove of the present utility model.

[0016] In the figure: 1. Upper geotextile; 2. Lower geotextile; 3. Anti-seepage membrane; 4. Docking projection; 5. Docking groove. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0017] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0018] Please refer to Figures 1 to 3 , in the embodiment of the present utility model, a high-strength anti-seepage geotextile includes an anti-seepage membrane 3, an upper geotextile 1 is covered on the upper layer of the anti-seepage membrane 3, a lower geotextile 2 is covered on the lower layer of the anti-seepage membrane 3, and a strengthening structure is provided between the upper geotextile 1, the lower geotextile 2 and the anti-seepage membrane 3, and the strengthening structure is used to improve the tensile performance of the geotextile;

[0019] The strengthening structure includes docking projections 4 integrally formed on the upper and lower surfaces of the anti-seepage membrane 3, and the strengthening structure further includes docking grooves 5 formed on the mutually approaching surfaces of the upper geotextile 1 and the lower geotextile 2;

[0020] The outer wall of the docking projection 4 is fitted with the inner wall of the docking groove 5.

[0021] In this embodiment: The upper geotextile 1 and the lower geotextile 2 are both formed by warp and weft knitting with synthetic fibers such as nylon, polyester, polypropylene, and polyethylene. During the knitting process, by means of hot pressing, docking grooves 5 are formed on one side of the upper geotextile 1 and the lower geotextile 2. And on the forming die of the anti-seepage membrane 3, a cavity for forming the docking protrusion 4 is formed. After the upper geotextile 1, the lower geotextile 2, and the anti-seepage membrane 3 are produced, they are docked to form an anti-seepage geotextile. After docking, the docking protrusion 4 is located in the docking groove 5, which increases the docking area between the upper geotextile 1, the lower geotextile 2, and the anti-seepage membrane 3. During the laying process, the docking protrusion 4 and the docking groove 5 in the occluded state form mutual pulling forces, forming a certain limiting force, avoiding the dislocation of the upper geotextile 1 or the lower geotextile 2 caused by external forces during the laying process, thus achieving a strengthening effect.

[0022] Please refer particularly to Figure 2 and Figure 3 , the number of docking protrusions 4 located above and below is multiple. In a group, multiple docking protrusions 4 are equidistantly distributed axially. The number of docking grooves 5 located above and below is multiple. In a group, multiple docking grooves 5 are equidistantly distributed axially.

[0023] In this embodiment: The docking protrusions 4 and the docking grooves 5 that are equidistantly distributed axially can be docked and occluded with each other, and the state of multiple equidistant distributions can further increase the contact area and the limiting force between the upper geotextile 1, the lower geotextile 2, and the anti-seepage membrane 3.

[0024] Please refer particularly to Figure 2 and Figure 3 , the distance between two adjacent docking protrusions 4 axially is equal to the distance between two adjacent docking grooves 5 axially.

[0025] In this embodiment: This design method can achieve one-to-one docking of the docking protrusion 4 and the docking groove 5, avoiding dislocation.

[0026] The above is only the preferred specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention, according to the technical solution of the present invention and its inventive concept, makes equivalent substitutions or changes, and all should be covered within the protection scope of the present invention.

Claims

1. A high-strength anti-seepage geotextile, comprising an anti-seepage membrane (3), characterized in that, The upper layer of the anti-seepage membrane (3) is covered with an upper geotextile (1), the lower layer of the anti-seepage membrane (3) is covered with a lower geotextile (2), and a strengthening structure is arranged between the upper geotextile (1), the lower geotextile (2) and the anti-seepage membrane (3), and the strengthening structure is used to improve the tensile property of the geotextile; The strengthening structure includes butt joints (4) integrally formed on the upper and lower surfaces of the anti-seepage membrane (3), and the strengthening structure further includes butt joints (5) formed on the mutually adjacent surfaces of the upper geotextile (1) and the lower geotextile (2); The outer wall of the butt joint (4) is in conformity with the inner wall of the butt joint (5).

2. The high-strength anti-seepage geotextile according to claim 1, characterized in that, The number of the butt joints (4) located above and below is multiple, and multiple butt joints (4) in a group are equidistantly distributed in the axial direction.

3. The high-strength anti-seepage geotextile according to claim 2, characterized in that, The number of the butt joints (5) located above and below is multiple, and multiple butt joints (5) in a group are equidistantly distributed in the axial direction.

4. The high-strength anti-seepage geotextile according to claim 3, characterized in that, The distance between two adjacent butt joints (4) in the axial direction is equal to the distance between two adjacent butt joints (5) in the axial direction.

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