CN216075050U

CN216075050U - Novel anti-seepage geotextile

Info

Publication number: CN216075050U
Application number: CN202122604486.8U
Authority: CN
Inventors: 吕建松
Original assignee: Guizhou Tengji Environmental Protection Technology Co ltd
Current assignee: Guizhou Tengji Environmental Protection Technology Co ltd
Priority date: 2021-10-28
Filing date: 2021-10-28
Publication date: 2022-03-18
Anticipated expiration: 2031-10-28

Abstract

The utility model discloses a novel anti-leakage geotextile, which comprises a main body, wherein the main body comprises a protective layer, a first reinforcing layer, a second reinforcing layer, an anti-leakage layer, a plurality of groups of water outlet grooves and a protective layer, the first reinforcing layer is fixedly arranged at the bottom end of the protective layer, the second reinforcing layer is fixedly arranged at the bottom end of the first reinforcing layer, the plurality of groups of water outlet grooves are formed in the top end of the second reinforcing layer, the anti-leakage layer is fixedly arranged at the bottom end of the second reinforcing layer, the protective layer is fixedly arranged at the bottom end of the anti-leakage layer, a plurality of groups of first through holes are formed around the top end of the main body, an anchor fiber is arranged in each first through hole, a first sleeve is fixedly sleeved at the upper end of a rod body of the anchor fiber, and two groups of elastic pieces are fixedly arranged on two sides of the inner wall of the second sleeve. The utility model discloses a novel anti-seepage geotextile, which is simple in structure, convenient to use, strong in waterproof performance and convenient to lay.

Description

Novel anti-seepage geotextile

Technical Field

The utility model relates to the field of geotextiles, in particular to a novel anti-seepage geotextile.

Background

Geotextiles, also known as geotextiles, are water permeable geosynthetic materials made of synthetic fibers by needling or weaving. The geotextile is one of new material geosynthetic materials, and the finished product is in a cloth shape, generally has a width of 4-6 meters and a length of 50-100 meters. The geotextile is divided into woven geotextile and non-woven filament geotextile.

The composite fiber layer and the two first geotextile layers are sewn by the polyester fiber thread, the composite fiber layer and the two first geotextile layers can be firmly and firmly attached, the service life of the composite geotextile can be ensured, and the polyester fiber thread can enhance the overall tensile strength, the tear strength and the deformation resistance of the composite geotextile.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the defects in the prior art and provides a novel anti-seepage geotextile.

In order to achieve the purpose, the utility model adopts the following technical scheme: a novel anti-leakage geotextile comprises a main body, wherein the main body comprises a protective layer, a first reinforcing layer, a second reinforcing layer, an anti-leakage layer, a plurality of groups of water outlet grooves and a protective layer, the first reinforcing layer is fixedly arranged at the bottom end of the protective layer, the second reinforcing layer is fixedly arranged at the bottom end of the first reinforcing layer, the plurality of groups of water outlet grooves are arranged at the top end of the second reinforcing layer, the anti-leakage layer is fixedly arranged at the bottom end of the second reinforcing layer, and the protective layer is fixedly arranged at the bottom end of the anti-leakage layer;

the top of main part is seted up the first through-hole of multiunit all around, the inside of first through-hole is provided with the anchor fibre, the fixed cover in the fine pole body upper end of anchor is equipped with first sleeve, first telescopic outer wall is seted up flutedly, the fine lower extreme pole body of anchor slides and overlaps and be equipped with the second sleeve, the third through-hole is seted up to the telescopic bottom of second, the fixed two sets of shell fragments that set up in telescopic inner wall both sides of second and second sleeve are hollow structure, and first sleeve is connected through the inside shell fragment of groove card and second sleeve.

As a further description of the above technical solution:

and a limiting plate is fixedly arranged at the bottom end of the second sleeve, and a second through hole is formed in the bottom end of the limiting plate.

As a further description of the above technical solution:

the second through hole and the third through hole are in a vertical relation, and the second sleeve and the limiting plate are slidably sleeved on the rod body of the anchor fiber through the second through hole and the third through hole.

As a further description of the above technical solution:

the protective layer and the protective layer are both made of synthetic fiber materials.

As a further description of the above technical solution:

the first reinforcing layer and the second reinforcing layer are both formed by weaving multi-layer filaments made of polyethylene materials.

As a further description of the above technical solution:

the material of leak protection layer is autohension rubber asphalt material.

As a further description of the above technical solution:

the groove is of an annular structure.

The utility model has the following beneficial effects:

the anchor fiber arranged in the device can be fixedly connected quickly through the first sleeve and the second sleeve, when the device is used, methods such as soil burying are not needed, the working efficiency is improved, the anchor fiber can be installed in production and can also be installed in use, and the flexibility is high.

The leak protection layer of the self-adhesion rubber asphalt material that adopts in this device, waterproof performance is fine, can effectually prevent the seepage of water.

The first reinforcing layer and the second reinforcing layer that set up in this device, wherein the play basin that sets up in the second reinforcing layer can effectually be with the water discharge in the geotechnological cloth, and first reinforcing layer prevents that the play basin from receiving the damage.

Drawings

Fig. 1 is a schematic perspective view of a novel anti-leakage geotextile according to the present invention;

fig. 2 is a side sectional view of a novel anti-leakage geotextile according to the present invention;

fig. 3 is a schematic structural diagram of a novel anti-leakage geotextile anchor fiber according to the present invention;

fig. 4 is an enlarged view of a portion a in fig. 3.

Illustration of the drawings:

1. a main body; 2. anchoring fibers; 3. a protective layer; 4. a first reinforcing layer; 5. a second reinforcing layer; 6. a leakage-proof layer; 7. a water outlet groove; 8. a protective layer; 9. a first sleeve; 10. a first through hole; 11. a second sleeve; 12. a limiting plate; 13. a spring plate; 14. a groove; 15. a second through hole; 16. a third via.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1-4, one embodiment of the present invention is provided: a novel anti-leakage geotextile comprises a main body 1, wherein the main body 1 comprises a protective layer 3, a first reinforcing layer 4, a second reinforcing layer 5, an anti-leakage layer 6, a plurality of groups of water outlet grooves 7 and a protective layer 8, the first reinforcing layer 4 is fixedly arranged at the bottom end of the protective layer 3, the first reinforcing layer 4 improves the strength of the geotextile and protects the water outlet grooves 7, the second reinforcing layer 5 is fixedly arranged at the bottom end of the first reinforcing layer 4, the plurality of groups of water outlet grooves 7 are formed in the top end of the second reinforcing layer 5, the anti-leakage layer 6 is fixedly arranged at the bottom end of the second reinforcing layer 5, and the protective layer 8 is fixedly arranged at the bottom end of the anti-leakage layer 6 to protect the anti-leakage layer 6 and prevent damage;

the top of main part 1 is seted up first through-hole 10 of multiunit all around, and the inside of first through-hole 10 is provided with anchor fibre 2, and through the fixed geotechnological cloth of anchor fibre 2, the fixed cover in pole body upper end of anchor fibre 2 is equipped with first sleeve 9, and the outer wall of first sleeve 9 is seted up flutedly 14, and the lower pole body slip cover of anchor fibre 2 is equipped with second sleeve 11, and third through-hole 16 is seted up to the bottom of second sleeve 11, and the fixed two sets of shell fragments 13 that set up in inner wall both sides of second sleeve 11.

First sleeve 9 and second sleeve 11 are hollow structure, and first sleeve 9 connects through the inside shell fragment 13 of recess 14 card and second sleeve 11, the bottom mounting of second sleeve 11 sets up limiting plate 12, prevent that second sleeve 11 from breaking away from the position, second through-hole 15 is seted up to limiting plate 12's bottom, second through-hole 15 and third through-hole 16 are the vertical relation, second sleeve 11 and limiting plate 12 are established on the pole body of anchor fibre 2 through second through-hole 15 and the slip cover of third through-hole 16, inoxidizing coating 3 and protective layer 8 are the synthetic fiber material, first enhancement layer 4 and second enhancement layer 5 are the fine filament of multilayer polyethylene material and weave and form, the material of leak protection layer 6 is the self-adhesive rubber pitch material, the material of using is the material commonly used in market, convenient purchase, recess 14 is the loop configuration, special loop configuration card and shell fragment 13 that can be quick.

The working principle is as follows: when using, take one corner of geotechnical cloth up, inject anchor fibre 2 into first through-hole 10, remove second sleeve 11, establish its cover on anchor fibre 2 through second through-hole 15 and third through-hole 16, make it perpendicular with first sleeve 9, rebound second sleeve 11, make shell fragment 13 card in second sleeve 11 and recess 14 in the first sleeve 9, accomplish fixedly, the repetitive operation, the anchor fibre 2 in fixed four corners, inject anchor fibre 2 underground, accomplish geotechnical cloth's fixed, when raining, leak protection layer 6 can effectually prevent to leak, the quick drainage of basin 7 goes out.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the utility model.

Claims

1. The utility model provides a novel antiseep geotechnique's cloth, includes main part (1), its characterized in that: the main body (1) comprises a protective layer (3), a first reinforcing layer (4), a second reinforcing layer (5), a leakage-proof layer (6), a plurality of groups of water outlet grooves (7) and a protective layer (8), wherein the first reinforcing layer (4) is fixedly arranged at the bottom end of the protective layer (3), the second reinforcing layer (5) is fixedly arranged at the bottom end of the first reinforcing layer (4), the plurality of groups of water outlet grooves (7) are arranged at the top end of the second reinforcing layer (5), the leakage-proof layer (6) is fixedly arranged at the bottom end of the second reinforcing layer (5), and the protective layer (8) is fixedly arranged at the bottom end of the leakage-proof layer (6);

the top of main part (1) is seted up multiunit first through-hole (10) all around, the inside of first through-hole (10) is provided with anchor fibre (2), the fixed cover in the pole body upper end of anchor fibre (2) is equipped with first sleeve (9), the outer wall of first sleeve (9) is seted up flutedly (14), the lower extreme pole body slip cover of anchor fibre (2) is equipped with second sleeve (11), third through-hole (16) are seted up to the bottom of second sleeve (11), the fixed two sets of shell fragments (13) that set up in the inner wall both sides of second sleeve (11).

2. The novel anti-leakage geotextile of claim 1, wherein: the first sleeve (9) and the second sleeve (11) are both of a hollow structure, and the first sleeve (9) is connected through a spring sheet (13) which is clamped in the second sleeve (11) through a groove (14).

3. The novel anti-leakage geotextile of claim 1, wherein: the bottom end of the second sleeve (11) is fixedly provided with a limiting plate (12), and a second through hole (15) is formed in the bottom end of the limiting plate (12).

4. The novel anti-leakage geotextile of claim 3, wherein: the second through hole (15) and the third through hole (16) are in a vertical relation, and the second sleeve (11) and the limiting plate (12) are slidably sleeved on the rod body of the anchor fiber (2) through the second through hole (15) and the third through hole (16).

5. The novel anti-leakage geotextile of claim 1, wherein: the protective layer (3) and the protective layer (8) are both made of synthetic fiber materials.

6. The novel anti-leakage geotextile of claim 1, wherein: the first reinforcing layer (4) and the second reinforcing layer (5) are both formed by weaving multiple layers of filaments made of polyethylene materials.

7. The novel anti-leakage geotextile of claim 1, wherein: the material of the leakage-proof layer (6) is self-adhesive rubber asphalt material.

8. The novel anti-leakage geotextile of claim 1, wherein: the groove (14) is of an annular structure.