High-strength geotextile for carpet processing

Abstract

The utility model discloses a high-strength geotextile for carpet processing. Relates to the technical field of carpet processing. When the length of high-strength geotechnical cloth is not enough, two sets of geotechnical cloth need to be sewn and spliced through needles and threads, the splicing process is tedious, protrusions can appear at the joint of the two sets of geotechnical cloth after splicing, and the subsequent carpet processing quality is affected. The geotechnical cloth comprises a geotechnical cloth body, butt joint frames, fixing parts and unfolding parts, the butt joint frames are fixedly arranged on the two sides of the geotechnical cloth body, the fixing parts are arranged on the inner sides of the butt joint frames, and the fixing parts are provided with sliding blocks arranged in the butt joint frames and fixing rods arranged in the butt joint frames. The fixing rods can be driven to move by pulling the sliding blocks of the first set of geotechnical cloth, the fixing rods of the first set of geotechnical cloth move and are inserted into the grooves of the butt joint blocks of the second set of geotechnical cloth to complete butt joint, the splicing process is simple, and the situation that the splicing position protrudes after the two sets of geotechnical cloth are spliced cannot occur.

Description

Technical Field

[0001] The utility model relates to the technical field of carpet processing, in particular to a high-strength geotextile for carpet processing. Background Technique

[0002] A carpet is a floor covering made of natural fibers such as cotton, linen, wool, silk, grass yarns or chemical synthetic fiber raw materials, which is knitted, tufted or woven by manual or mechanical processes. It is one of the arts and crafts categories with a long historical tradition worldwide, covering the floors of residences, hotels, conference rooms, entertainment venues, stadiums, exhibition halls, vehicles, ships, airplanes, etc. It can reduce noise, heat insulation, improve the foot feeling, prevent slipping, and prevent air pollution. During the carpet processing, high-strength geotextiles are required as materials.

[0003] When the length of the existing high-strength geotextile is insufficient during the laying process, it is usually necessary to splice the ends of two groups of geotextiles and then sew and splice them with needles and threads. The splicing process is relatively cumbersome, and there will be protrusions at the joints of the two groups of geotextiles after splicing, which affects the quality of subsequent carpet processing. Content of the Utility Model

[0004] The purpose of the utility model is to provide a high-strength geotextile for carpet processing, so as to solve the problem that when the length of the high-strength geotextile is insufficient, it is necessary to sew and splice two groups of geotextiles with needles and threads. The splicing process is relatively cumbersome, and there will be protrusions at the joints of the two groups of geotextiles after splicing, which affects the quality of subsequent carpet processing as mentioned in the above background technique.

[0005] To achieve the above purpose, the utility model provides the following technical solution: A high-strength geotextile for carpet processing, including a geotextile main body, a docking frame, a fixing part and an unfolding part. The docking frame is fixedly arranged on both sides of the geotextile main body. The fixing part is arranged inside the docking frame. The fixing part has a sliding block arranged inside the docking frame and a fixing rod arranged inside the docking frame. The sliding block is fixedly connected with the fixing rod. The sliding block is slidably connected with the docking frame. The inner wall of the docking frame is in contact with the sliding block. The unfolding part is arranged inside the docking frame. The unfolding part has a rotating rod rotatably connected to the inner wall of the docking frame and a docking block fixedly sleeved on the rotating rod.

[0006] By adopting the above technical solution, pulling the sliding block of the first group of geotextiles can drive the fixing rod to move. The fixing rod of the first group of geotextiles moves and inserts into the groove of the docking block of the second group of geotextiles to complete the docking. The splicing process is simple, and there will be no protrusions at the splicing part of the two groups of geotextiles after splicing.

[0007] Preferably, a spring is arranged inside the docking frame, and one end of the spring is in contact with one side of the sliding block, and the other end of the spring is in contact with the inner wall of the docking frame.

[0008] By adopting the above technical solution, the elastic force of the spring can push the sliding block to move, and the movement of the sliding block can fix the docking block, so that the docking operation of two groups of high-strength geotextiles can be completed quickly.

[0009] Preferably, the fixing part further has a connecting rod hinged to the upper and lower sides of the fixing rod and a fixing plate hinged to the other end of the connecting rod.

[0010] By adopting the above technical solution, when the fixing rod moves, it can drive the connecting rod to rotate, and the rotation of the connecting rod will drive the fixing plate to move. The docking block can be further reinforced through the fixing plate to ensure the stability after the splicing of the two groups of geotextiles.

[0011] Preferably, a limiting rod is fixedly arranged inside the docking frame, and the limiting rod is slidably connected with the sliding block, and the limiting rod passes through the hole formed in the center of the spring.

[0012] By adopting the above technical solution, the sliding block can be limited by the limiting rod to ensure the stability of the sliding block during the movement process, and the spring can be limited by the limiting rod to avoid the occurrence of spring deformation misalignment.

[0013] Preferably, a limiting protrusion is arranged inside the docking frame, and the limiting protrusion is attached to one side of the fixing rod, and the other side of the fixing rod is attached to the inner wall of the docking frame.

[0014] By adopting the above technical solution, the fixing rod is limited by the inner wall of the docking frame and the limiting protrusion to ensure the stability of the fixing rod during the horizontal movement.

[0015] Preferably, two groups of fixing plates are provided, and the two groups of fixing plates have the same shape and size.

[0016] By adopting the above technical solution, the upper and lower sides of the docking block can be fixed by two groups of fixing plates to ensure the stability after the docking block is fixed.

[0017] Preferably, a guiding rod is fixedly arranged on the inner wall of the docking frame, and the guiding rod is slidably connected with the fixing plate.

[0018] By adopting the above technical solution, the fixing plate can be limited by the guiding rod to ensure the stability of the fixing plate during the vertical movement process.

[0019] Compared with the prior art, the beneficial effects of the present utility model are:

[0020] By pulling the sliding block of the first group of geotextiles, the fixing rod can be driven to move. The fixing rod of the first group of geotextiles moves and is inserted into the groove of the docking block of the second group of geotextiles to complete the docking. The splicing process is simple, and there will be no convex situation at the splicing part after the splicing of the two groups of geotextiles;

[0021] When the fixed rod moves, it can drive the connecting rod to rotate. The rotation of the connecting rod will drive the fixed plate to move. Through the fixed plate, the docking block can be further strengthened to ensure the stability after the splicing of two groups of geotextiles. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a schematic top view structure of the present utility model;

[0023] Figure 2 For the present utility model Figure 2 An enlarged schematic view of part A;

[0024] Figure 3 It is a schematic front view structure of the present utility model;

[0025] Figure 4 For the present utility model Figure 3 An enlarged schematic view of part B;

[0026] Figure 5 It is a schematic side view structure of the present utility model;

[0027] Figure 6 For the present utility model Figure 5 An enlarged schematic view of part C.

[0028] In the figure: 1, geotextile main body; 2, docking frame; 3, fixing part; 301, sliding block; 302, fixed rod; 303, spring; 304, limiting rod; 305, connecting rod; 306, fixed plate; 307, guiding rod; 4, unfolding part; 401, rotating rod; 402, docking block. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0029] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the 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 in the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0030] The following will further describe the present utility model in detail Figures 1-6 in conjunction with the attached drawings. Embodiment 1

[0031] Please refer to Figures 1-6, this embodiment provides a technical solution: a high-strength geotextile for carpet processing, including a geotextile main body 1, a docking frame 2, a fixing part 3 and a deploying part 4. The docking frame 2 is fixed on both sides of the geotextile main body 1. The docking frame 2 is connected to the geotextile main body 1 through multiple groups of screws to prevent the separation of the docking frame 2 from the geotextile main body 1. The fixing part 3 is arranged inside the docking frame 2. The fixing part 3 has a sliding block 301 arranged inside the docking frame 2. A pulling protrusion is arranged above the sliding block 301, and a rubber pad is arranged on the surface of the pulling protrusion, which is convenient for the staff to pull the sliding block 301 to move. A fixing rod 302 arranged inside the docking frame 2, the fixing rod 302 is in an inverted hook shape and is made of stainless steel to prevent the fixing rod 302 from breaking. The sliding block 301 is fixedly connected to the fixing rod 302. The movement of the sliding block 301 will drive the fixing rod 302 to move. The sliding block 301 is slidably connected to the docking frame 2, and the inner wall of the docking frame 2 is fitted with the sliding block 301. The docking frame 2 can limit the sliding block 301 to ensure the stability of the sliding block 301 during movement. The deploying part 4 is arranged inside the docking frame 2. The deploying part 4 has a rotating rod 401 rotatably connected to the inner wall of the docking frame 2. A turntable is fixedly connected to the top of the rotating rod 401, which is convenient for the staff to rotate the rotating rod 401 through the turntable. A docking block 402 fixedly sleeved on the rotating rod 401. The rotation of the rotating rod 401 can drive the docking block 402 to rotate. By rotating the rotating rod 401, the storage or deployment of the docking block 402 can be completed, which is convenient and fast. Embodiment Two

[0032] Please refer to Figures 1-6 , a spring 303 is arranged inside the docking frame 2, and one end of the spring 303 is in contact with one side of the sliding block 301, and the other end of the spring 303 is in contact with the inner wall of the docking frame 2. The elastic force of the spring 303 can push the sliding block 301 to move. The movement of the sliding block 301 can fix the docking block 402, so that the docking operation of two groups of high-strength geotextiles can be quickly completed. A limiting rod 304 is fixedly arranged inside the docking frame 2, and the limiting rod 304 is slidably connected to the sliding block 301 and passes through the hole formed in the center of the spring 303. The limiting rod 304 can limit the sliding block 301 to ensure the stability of the sliding block 301 during movement, and the spring 303 is limited by the limiting rod 304 to prevent the deformation and dislocation of the spring 303. A limiting protrusion is arranged inside the docking frame 2, and the limiting protrusion is in contact with one side of the fixing rod 302, and the other side of the fixing rod 302 is in contact with the inner wall of the docking frame 2. The inner wall of the docking frame 2 and the limiting protrusion limit the fixing rod 302 to ensure the stability of the fixing rod 302 during horizontal movement. Embodiment Three

[0033] Please refer to Figures 1-6, the fixing part 3 further has connecting rods 305 hinged to the upper and lower sides of the fixing rod 302. The movement of the fixing rod 302 can drive the connecting rods 305 to rotate. The fixing plate 306 is hinged to the other end of the connecting rod 305. The rotation of the connecting rod 305 can drive the fixing plate 306 to move vertically. The fixing plate 306 is provided with fixing protrusions. The movement of the fixing plate 306 can drive the fixing protrusions to be embedded into the docking block 402, further ensuring the stability after the docking of two groups of high-strength geotextiles. There are two groups of fixing plates 306 in total, and the two groups of fixing plates 306 have the same shape and size. The upper and lower sides of the docking block 402 are fixed by the two groups of fixing plates 306 to ensure the stability of the docking block 402 after fixing. Guide rods 307 are fixedly arranged on the inner wall of the docking frame 2, and the guide rods 307 are slidably connected to the fixing plates 306. The guide rods 307 can limit the fixing plates 306 to ensure the stability of the fixing plates 306 during the vertical movement.

[0034] Working principle: First, when it is necessary to splice two groups of geotextiles, rotate the rotating rods 401 of the two groups of geotextiles. The rotation of the rotating rods 401 will drive the docking blocks 402 to rotate. The docking blocks 402 rotate to form a 90° angle with the docking frame 2. Then, simultaneously pull the sliding blocks 301 of the two groups of geotextiles. The movement of the sliding blocks 301 will drive the fixing rod 302 to move. The movement of the sliding blocks 301 will cause the spring 303 to deform. Keep pulling the sliding blocks 301, and then insert the docking block 402 of the first group of geotextiles into the hole of the docking frame 2 of the second group of geotextiles;

[0035] Secondly, release the sliding blocks 301. The spring 303 will recover its deformation and push the sliding blocks 301 to move. The movement of the sliding blocks 301 will pull the fixing rod 302 to move. The movement of the fixing rod 302 will be inserted into the groove of the docking block 402. Since the fixing rod 302 is hinged to the connecting rod 305 and the connecting rod 305 is hinged to the fixing plate 306, the horizontal movement of the fixing rod 302 will drive the fixing plate 306 to move. The protrusion at the bottom of the movement of the fixing plate 306 will be inserted into the docking block 402. The docking block 402 is reinforced by the two groups of fixing plates 306. When the docking block 402 of the first group of geotextiles is inserted into the hole of the second group of geotextiles, the docking block 402 of the second group of geotextiles will be inserted into the hole of the first group of geotextiles, so that the splicing of the two groups of geotextiles can be quickly completed, which is convenient and fast.

[0036] For those skilled in the art, it is obvious that the present utility model is not limited to the details of the above-described exemplary embodiments, and the present utility model can be implemented in other specific forms without departing from the spirit or basic characteristics of the present utility model. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-limiting. The scope of the present utility model is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be embraced within the present utility model. Any reference signs in the claims should not be construed as limiting the claims involved.

Claims

1. A high-strength geotextile for carpet processing, characterized in that, Comprising: A geotextile main body (1); A docking frame (2), which is fixedly arranged on both sides of the geotextile main body (1); A fixing part (3), which is arranged inside the docking frame (2). The fixing part (3) has a sliding block (301) arranged inside the docking frame (2) and a fixing rod (302) arranged inside the docking frame (2). The sliding block (301) is fixedly connected to the fixing rod (302). The sliding block (301) is slidably connected to the docking frame (2), and the inner wall of the docking frame (2) is in contact with the sliding block (301); An unfolding part (4), which is arranged inside the docking frame (2). The unfolding part (4) has a rotating rod (401) rotatably connected to the inner wall of the docking frame (2) and a docking block (402) fixedly sleeved on the rotating rod (401).

2. The high-strength geotextile for carpet processing according to claim 1, wherein: A spring (303) is arranged inside the docking frame (2), and one end of the spring (303) is in contact with one side of the sliding block (301), and the other end of the spring (303) is in contact with the inner wall of the docking frame (2).

3. The high-strength geotextile for carpet processing according to claim 1, characterized in that: The fixing part (3) further has a connecting rod (305) hinged to the upper and lower sides of the fixing rod (302) and a fixing plate (306) hinged to the other end of the connecting rod (305).

4. The high-strength geotextile for carpet processing according to claim 2, wherein: A limiting rod (304) is fixedly arranged inside the docking frame (2), and the limiting rod (304) is slidably connected to the sliding block (301), and the limiting rod (304) passes through a hole formed in the center of the spring (303).

5. The high-strength geotextile for carpet processing according to claim 1, wherein: A limiting protrusion is arranged inside the docking frame (2), and the limiting protrusion is in contact with one side of the fixing rod (302), and the other side of the fixing rod (302) is in contact with the inner wall of the docking frame (2).

6. The high-strength geotextile for carpet processing according to claim 3, characterized in that: There are two groups of the fixing plates (306) in total, and the two groups of fixing plates (306) have the same shape and size.

7. The high-strength geotextile for carpet processing according to claim 3, characterized in that: A guiding rod (307) is fixedly arranged on the inner wall of the docking frame (2), and the guiding rod (307) is slidably connected to the fixing plate (306).

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