High-strength infrastructure geotextile
By introducing reinforcement ribs and buffer units into infrastructure geotextiles, the problem of low strength of existing infrastructure geotextiles has been solved, significantly improved its strength and tensile performance, and enhanced its application capabilities in infrastructure construction.
Patent Information
- Application Number
- CN202420534364.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-19
- Publication Date
- 2025-02-21
- Estimated Expiration
- 2034-03-19
AI Technical Summary
The existing infrastructure geotextile has low strength, which is not conducive to basic construction.
A high-strength infrastructure geotextile is designed, including a base cloth layer, a waterproof layer, a first connecting layer, multiple sets of reinforcement ribs and grids. The reinforcement ribs are composed of the first inclined plate and the second inclined plate that are alternately connected, and the buffering unit is composed of the third inclined plate and the fourth inclined plate that are alternately connected, and an anti-slip unit is provided under the waterproof layer to improve the anti-slip performance.
By adding reinforcement ribs and buffer units, the strength and tensile performance of infrastructure geotextiles have been significantly improved, and its application capabilities in basic construction construction are enhanced.
Smart Images
Figure CN222512070U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of polymer materials, in particular to a high-strength infrastructure geotextile. Background Art
[0002] At present, in geotextiles, the cloth is used as a layer, and a layer of glue is coated on the surface of the cloth to generate the geotextile; there are many usage environments for geotextiles, among which infrastructure geotextiles are needed in capital construction.
[0003] However, the existing geotextiles for infrastructure construction have low strength, which is not conducive to basic construction construction; therefore, it is very necessary to propose a high-strength geotextile for infrastructure construction. Utility Model Content
[0004] The utility model aims to provide a high-strength infrastructure geotextile, so as to improve the strength of the infrastructure geotextile and facilitate basic construction.
[0005] To achieve the above purpose, the utility model adopts a high-strength infrastructure geotextile, including a base fabric layer, a waterproof layer, a first connecting layer, multiple groups of reinforcing ribs and a grid, wherein the waterproof layer is arranged on the lower surface of the base fabric layer, the first connecting layer is arranged on the upper surface of the base fabric layer, multiple groups of reinforcing ribs are arranged in parallel on the first connecting layer, and the grid is respectively arranged above each group of reinforcing ribs;
[0006] The reinforcing ribs include a plurality of first inclined plates and a plurality of second inclined plates, each of the first inclined plates and each of the second inclined plates are respectively arranged between the first connecting layer and the grid, and the plurality of the first inclined plates and the plurality of the second inclined plates are alternately connected and are toothed.
[0007] Wherein, the high-strength infrastructure geotextile also includes a plurality of groups of buffer units, and each group of the buffer units is vertically arranged on the first connecting layer.
[0008] Wherein, the buffer unit includes a plurality of third inclined plates and a plurality of fourth inclined plates, each of the third inclined plates and each of the fourth inclined plates are respectively arranged between the first connecting layer and the grid, and the plurality of third inclined plates and the plurality of fourth inclined plates are alternately connected and have a tooth shape.
[0009] Wherein, the high-strength infrastructure geotextile also includes an anti-slip unit, and the anti-slip unit is arranged on the lower surface of the waterproof layer.
[0010] Wherein, the anti-slip unit includes a second connecting layer and a plurality of fiber strips, the second connecting layer is fixedly connected to the waterproof layer and is located on the lower surface of the waterproof layer, and each of the fiber strips is fixedly connected to the second connecting layer respectively.
[0011] Wherein, the anti-skid unit further comprises a plurality of anti-skid particles, and the bottom of each of the fiber strips is provided with the anti-skid particles.
[0012] The utility model discloses a high-strength infrastructure geotextile, wherein the waterproof layer is arranged on the lower surface of the base fabric layer to achieve a waterproof effect, and a plurality of groups of reinforcing ribs arranged in parallel are arranged between the grid and the first connecting layer, and the reinforcing ribs include a plurality of the first inclined plates and a plurality of the second inclined plates alternately connected and in a tooth shape, and the grid and the first connecting layer are respectively connected between the teeth, thereby improving the strength of the infrastructure geotextile and facilitating basic construction construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0014] Figure 1 It is a schematic diagram of the overall structure of the first embodiment of the utility model.
[0015] Figure 2 It is an overall structural diagram of the second embodiment of the utility model.
[0016] Figure 3 The utility model Figure 1 A magnified view of the local structure at A.
[0017] 101-base fabric layer, 102-waterproof layer, 103-first connecting layer, 104-reinforcing ribs, 105-first inclined plate, 106-second inclined plate, 107-grid, 108-buffer unit, 109-third inclined plate, 110-fourth inclined plate, 201-second connecting layer, 202-fiber strips, 203-anti-slip particles. DETAILED DESCRIPTION
[0018] The embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are intended to be used to explain the present invention, and should not be construed as limiting the present invention.
[0019] First embodiment
[0020] See also Figure 1 and Figure 2 ,in Figure 1 is a schematic diagram of the overall structure of the first embodiment, Figure 2 yes Figure 1 A magnified view of the local structure at A.
[0021] The utility model provides a high-strength infrastructure geotextile: comprising a base fabric layer 101, a waterproof layer 102, a first connecting layer 103, a plurality of groups of reinforcing ribs 104, a grid 107 and a plurality of groups of buffer units 108, wherein the reinforcing ribs 104 include a plurality of first inclined plates 105 and a plurality of second inclined plates 106, and the buffer units 108 include a plurality of third inclined plates 109 and a plurality of fourth inclined plates 110.
[0022] According to this specific embodiment, the waterproof layer 102 is arranged on the lower surface of the base fabric layer 101, the first connecting layer 103 is arranged on the upper surface of the base fabric layer 101, a plurality of groups of the reinforcing ribs 104 are arranged in parallel on the first connecting layer 103, the grid 107 is respectively arranged above each group of the reinforcing ribs 104, and the waterproof layer 102 is arranged on the lower surface of the base fabric layer 101 to achieve a waterproof effect. A plurality of groups of the reinforcing ribs 104 arranged in parallel are arranged between the grid 107 and the first connecting layer 103, so as to improve the strength of the infrastructure geotextile and facilitate basic construction.
[0023] Among them, each first inclined plate 105 and each second inclined plate 106 are respectively arranged between the first connecting layer 103 and the grid 107, and multiple first inclined plates 105 and multiple second inclined plates 106 are alternately connected and have a tooth shape. Multiple groups of parallel reinforcing ribs 104 are arranged between the grid 107 and the first connecting layer 103. The reinforcing ribs 104 include multiple first inclined plates 105 and multiple second inclined plates 106 that are alternately connected and have a tooth shape. The grid 107 and the first connecting layer 103 are respectively connected between the teeth, so as to improve the strength of the infrastructure geotextile and facilitate basic construction.
[0024] Secondly, each group of the buffer units 108 is vertically arranged on the first connecting layer 103, and the buffer units 108 achieve buffering performance and improve the strength of the infrastructure geotextile.
[0025] At the same time, each of the third inclined plates 109 and each of the fourth inclined plates 110 are respectively arranged between the first connecting layer 103 and the grid 107, and multiple third inclined plates 109 and multiple fourth inclined plates 110 are alternately connected and toothed. Multiple third inclined plates 109 and multiple fourth inclined plates 110 are connected to achieve buffering performance and improve the strength of the infrastructure geotextile.
[0026] The waterproof layer 102 is arranged on the lower surface of the base fabric layer 101 to achieve a waterproof effect. A plurality of parallel groups of reinforcing ribs 104 are arranged between the grid 107 and the first connecting layer 103. The reinforcing ribs 104 include a plurality of first inclined plates 105 and a plurality of second inclined plates 106 that are alternately connected and tooth-shaped. The grid 107 and the first connecting layer 103 are respectively connected between the teeth. The buffer unit 108 is vertically arranged between the first connecting layer 103 and the grid 107. A plurality of third inclined plates 109 and a plurality of fourth inclined plates 110 are alternately connected and tooth-shaped. The high-strength infrastructure geotextile has the advantages of high tensile strength and low elongation, thereby improving the strength of the infrastructure geotextile and facilitating basic construction construction.
[0027] Second embodiment
[0028] See also Figure 3 ,in Figure 3 It is a schematic diagram of the overall structure of the second embodiment.
[0029] On the basis of the first embodiment, the high-strength infrastructure geotextile of the utility model further includes a buffer unit 108 , and the buffer unit 108 includes a second connecting layer 201 , a plurality of fiber strips 202 and a plurality of anti-slip particles 203 .
[0030] The buffer unit 108 is disposed on the lower surface of the waterproof layer 102 , and the buffer unit 108 achieves anti-slip performance.
[0031] The second connecting layer 201 is fixedly connected to the waterproof layer 102 and is located on the lower surface of the waterproof layer 102. Each of the fiber strips 202 is fixedly connected to the second connecting layer 201, and a plurality of the fiber strips 202 are arranged at intervals to achieve anti-slip performance.
[0032] The bottom of each fiber strip 202 is provided with the anti-skid particles 203, and the anti-skid particles 203 increase the friction with the ground and improve the anti-skid performance.
[0033] The plurality of fiber strips 202 are arranged at intervals, and the anti-skid particles 203 increase the friction with the ground and improve the anti-skid performance.
[0034] The above disclosures are only two preferred embodiments of the present invention, which certainly cannot be used to limit the scope of the present invention. A person skilled in the art can understand that all or part of the processes of the above embodiments and equivalent changes made according to the claims of the present invention still fall within the scope of the present invention.
Claims
1. A high-strength infrastructure geotextile, characterized in that: It comprises a base fabric layer, a waterproof layer, a first connecting layer, a plurality of groups of reinforcing ribs and a grid, wherein the waterproof layer is arranged on the lower surface of the base fabric layer, the first connecting layer is arranged on the upper surface of the base fabric layer, a plurality of groups of reinforcing ribs are arranged in parallel on the first connecting layer, and the grids are arranged above each group of reinforcing ribs respectively; The reinforcing ribs include a plurality of first inclined plates and a plurality of second inclined plates, each of the first inclined plates and each of the second inclined plates are respectively arranged between the first connecting layer and the grid, and the plurality of the first inclined plates and the plurality of the second inclined plates are alternately connected and are toothed.
2. The high-strength infrastructure geotextile according to claim 1, characterized in that: The high-strength infrastructure geotextile also includes a plurality of groups of buffer units, and each group of the buffer units is vertically arranged on the first connecting layer.
3. The high-strength infrastructure geotextile according to claim 2, characterized in that: The buffer unit includes a plurality of third inclined plates and a plurality of fourth inclined plates, each of the third inclined plates and each of the fourth inclined plates are respectively arranged between the first connection layer and the grid, and the plurality of third inclined plates and the plurality of fourth inclined plates are alternately connected and have a tooth shape.
4. The high-strength infrastructure geotextile according to claim 1, characterized in that: The high-strength infrastructure geotextile also includes an anti-slip unit, which is arranged on the lower surface of the waterproof layer.
5. The high-strength infrastructure geotextile according to claim 4, characterized in that: The anti-slip unit includes a second connecting layer and a plurality of fiber strips. The second connecting layer is fixedly connected to the waterproof layer and is located on the lower surface of the waterproof layer. Each of the fiber strips is fixedly connected to the second connecting layer.
6. The high-strength infrastructure geotextile according to claim 5, characterized in that: The anti-skid unit further comprises a plurality of anti-skid particles, and the bottom of each of the fiber strips is provided with the anti-skid particles.