KR101936299B1 - A weaving structure of the geogrid where the combination of weft and slope is not solved - Google Patents

Abstract

The present invention relates to a weaving structure of a geogrid in which the coupling between weft and warp yarns is not released. More particularly, the weft yarn weaving structure is formed in a lattice shape in which a plurality of spaces are formed by a warp portion composed of a plurality of weft yarns and a plurality of warp yarns , Wherein the weft yarns and the warp yarns are formed by overlapping at least two filaments of at least one of polyester (PET) yarn, aramid yarn and stainless yarn, and one outermost weft yarn at a point where the weft yarn comes into contact with the warp yarns, And a plurality of slopes arranged in such a manner as to pass through the upper portion of the slope and passing through the lower portion of the slope adjacent to the outermost slope and passing through the slope adjacent to the outermost slope and the upper portion of the slope adjacent to the outermost slope, Wherein one of the weft yarns is arranged to be staggered between the warp yarns, The weft yarn adjacent to any one of the outermost weft yarns of the point is disposed so as to pass to the lower portion of the outermost inclination of the inclined portion and is disposed to pass over the upper portion of the inclination adjacent to the outermost inclination, The weft yarn adjacent to one of the outermost weft yarns is arranged to be staggered between the warp yarns and arranged so as to pass through the lower side of the adjacent warp yarns and the adjacent warp yarns, The weft yarn adjacent to any one of the outer weft yarns is disposed so as to pass over the uppermost inclination and is disposed so as to pass to the lower portion of the inclination adjacent to the outermost inclination, One of the outermost weft yarns is arranged between the warp yarns and the upper warp yarns Wherein the outermost weft yarn at a point where the weft yarn comes into contact with the warp yarn and the weft yarn adjacent to any one of the outermost weft yarn and the weft yarn adjacent to any one of the outermost weft yarns, And the warp yarns and the warp yarns are connected to each other at a point where the weft yarn comes into contact with the warp yarns.
The weaving structure of the geogrid according to the present invention in which the coupling between the weft and the warp is not released has the following effects.
First, according to the present invention, the weft and slope are not loosened by arranging the knots or the stitches in a way that the weft and slope do not flow at the contact points of weft and slope, thereby improving the workability, stability and durability after construction .
Second, a knot is formed at the point of contact between the weft and the incline, and the knot is protruded to the upper side to increase the friction force between the contact point of the weft and the inclination, thereby preventing the phenomenon such as the swelling and sinking of the gravel.
Third, it is possible to stabilize the connection by connecting a mesh to the backside of at least one of the weft and warp yarns, and overflowing at the point of contact between weft yarn and warp yarns to prevent the flow between weft yarns and warp yarns.

Description

[0002] The weaving structure of the geogrid where the coupling between weft and slope is not solved is known as a weaving structure,

The present invention relates to a weaving structure of a geogrid in which the coupling between weft and warp yarns is not released. More particularly, the present invention relates to a weaving structure in which the coupling between weft yarns and warp yarns It is about the weaving structure of the untidy geogrid.

FIG. 1 is an illustration of a textile geogrid according to the background art. The background art of the geogrid is as follows.

Geogrid is used for reinforcement of retaining walls, slope reinforcement, and ground reinforcement in civil engineering works, and it is required high strength, low tensile strain and creep deformation characteristics as well as properties such as endurance, friction and shape stability. Geogrid is divided into plastic geogrid and textile geogrid according to manufacturing method and materials.

The plastic geogrid is produced by passing a polymer sheet extruded through an extruder through a roller and punching holes at regular intervals and then stretching it by uniaxial or biaxial stretching or by using a radial strip extruded and stretched in the form of a strip, (GB2266540, USP4374798, EP0374365A, and GB2256164A), which are prepared by laminating them in the form of a lattice and then laminating them using a laser or frictional heat.

However, due to the characteristics of the material of the plastic geogrid, creep deformation occurs largely when a load is applied for a long time, so that the stability of the reinforced structure may be deteriorated.

Textile geogrids are produced by weaving a lattice (weft and warp) fabrics using high strength fibers and then coating them with polyvinyl chloride, bitumen, acrylic, latex and rubber based resins (USP 5091247, JP-A-9-100527 , Japanese Room 2-17030, Japanese Room Open 2-125038).

The problems of the textile geogrid described above are as follows.

First, since the textile geogrid uses high strength fiber, it has excellent tensile strength and creep characteristics, but there is a possibility that the geogrid is damaged according to the condition of the soil during construction, and the workability is lowered.

Secondly, in the case of the conventional textile geogrid, the joint between the weft and the warp is unstable, so that the weft flows in the longitudinal direction of the warp, resulting in the occurrence of the flow of the soil, which has problems in durability and workability after the construction.

Korean Registered Patent No. 10-0324502 (Publication Date: February 16, 2002)

The problem to be solved by the weaving structure of the geogrid where the weft and the warp are not solved is as follows.

First, textile geogrid uses high strength fiber, so it has excellent tensile strength and creep characteristics. However, it tries to solve the problem that the geogrid is damaged due to the condition of the soil during construction, which causes deterioration of workability.

Secondly, in the case of the conventional textile geogrid, the bonding between the weft and the warp is unstable, and the weft flows in the longitudinal direction of the warp, thereby solving the problem of the durability and the workability after the construction due to the flow of the soil.

In order to accomplish the above object, the present invention provides a weaving structure of a geogrid in which a weft yarn is not loosened between a weft yarn and a warp yarn, wherein the weft yarn is formed in a lattice shape in which a plurality of spaces are formed by a warp yarn part composed of a plurality of weft yarns, The weft yarns and the warp yarns are made up of two or more filaments of at least one of polyester (PET) yarn, aramid yarn and stainless yarn, and any one outermost weft yarn at the point where the weft yarn comes into contact with the warp yarns, And is arranged so as to pass to the lower portion of the inclination adjacent to the outermost inclination and passes through the upper portion of the inclination adjacent to the outermost inclination and the inclination adjacent to the outermost inclination, One of which is disposed so as to be staggered between the warp yarns, Wherein the weft yarn adjacent to any one of the outermost weft yarns is disposed so as to pass to a lower portion of an outermost inclination of the inclined portion and is disposed to pass over an upper portion of an inclination adjacent to the outermost inclination, And the weft yarn adjacent to any one of the outermost weft yarns is disposed so as to be staggered between the warp yarns, and the outermost weft yarn at a point where the weft yarn comes into contact with the warp yarns And a weft yarn adjacent to any one of the weft yarns is disposed so as to pass through an upper portion of the outermost warp and passes through the lower portion of the warp adjacent to the outermost warp, And one of the outermost weft yarns is disposed between the warp yarns Respectively,

The outermost weft yarn at a point where the weft yarn comes into contact with the warp yarn, the weft yarn adjacent to any one of the outermost weft yarns, and the weft yarn adjacent to any one of the outermost weft yarns, The weft yarn part and the warp yarn part at the point where the weft yarn comes into contact with the warp yarns are connected to each other.

Also, the loop formed by the weft yarn and the loop formed by the warp yarn may pass through at the point where the weft yarn comes into contact with the warp yarns and may be connected to each other.

In addition, a mesh is connected to the back surface along at least one of the inclined portion and the wiggle portion, and the wiggle portion and the inclined portion may be prevented from overflowing on the surface of the point where the wiggled portion contacts the inclined portion.

The weaving structure of the geogrid according to the present invention in which the coupling between the weft and the warp is not released has the following effects.

First, according to the present invention, the weft and slope are not loosened by arranging the knots or the stitches in a way that the weft and slope do not flow at the contact points of weft and slope, thereby improving the workability, stability and durability after construction .

Second, a knot is formed at the point of contact between the weft and the incline, and the knot is protruded to the upper side to increase the friction force between the contact point of the weft and the inclination, thereby preventing the phenomenon such as the swelling and sinking of the gravel.

Third, it is possible to stabilize the connection by connecting a mesh to the backside of at least one of the weft and warp yarns, and overflowing at the point of contact between weft yarn and warp yarns to prevent the flow between weft yarns and warp yarns.

BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is an illustration of a textile geogrid according to the background art.
BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a weaving machine, a weaving machine, and a weaving machine.
BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a weaving machine, a weaving machine, and a weaving machine.
FIG. 4 is an exemplary diagram illustrating an overflow of a point where a weft yarn contacts a warp yarn in a weft yarn structure of a geogrid where weft and warp yarns are not loosened according to an embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings, in order that those skilled in the art can easily carry out the present invention. In the following detailed description of the preferred embodiments of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted when it may make the subject matter of the present invention rather unclear. In the drawings, like reference numerals are used throughout the drawings.

Incidentally, in the entire specification, when a part is connected to another part, it includes not only a direct connection but also a case where the other part is indirectly connected with another part in between. Also, to include an element means that it may include other elements, not excluding other elements unless specifically stated otherwise.

FIG. 1 is an exemplary view of a textile geogrid according to the background art. FIG. 2 is a view schematically showing a first embodiment of a weaving structure of a geogrid in which a coupling between a warp and a warp is not released according to an embodiment of the present invention, FIG. 3 is a view schematically showing a second embodiment of a weaving structure of a geogrid in which the coupling between warp and weft is not released according to an embodiment of the present invention. FIG. 4 is an explanatory diagram illustrating an overflow of a point where the weft and the warp are tangent in the weaving structure of the geogrid where the coupling between the weft and the warp is not released according to an embodiment of the present invention.

The problem of the above-mentioned textile geogrid is that although the tensile strength and the creep property are excellent because of using the high strength fiber, there is a possibility that the geogrid is damaged according to the condition of the soil during the construction, In this case, there is a problem that the weft is flowing in the longitudinal direction of the inclination due to the unstable joint between the weft and the inclination, and the flow of the soil is caused thereby, resulting in durability and workability after the construction. In order to solve such problems, the present invention seeks to stabilize the coupling by preventing the flow between the weft and the warp through knot connection or stagger at the point of contact between weft and warp. We will examine in detail below.

As shown in FIGS. 2 to 4, the geogrid weaving structure in which the coupling between the weft yarns and the warp yarns is not loosened according to the embodiment of the present invention includes a weft yarn part 100 composed of a plurality of weft yarns 110, The weft yarns 110 and the warp yarns 210 are made of polyester (PET) yarns and filaments of at least one of aramid yarns and stainless yarns Each of which is made up of two or more strands,

Any one of the outermost weft yarns 111 of the point 300 at which the weft yarn 110 and the warp yarn 210 contact each other is disposed so as to pass over the uppermost outermost warp yarn 211, Is disposed so as to pass through the lower portion of the adjacent slope 212 and passes through the slope 212 adjoining the outermost slope 211 and the upper portion of the slope 213 adjacent to the outermost slope 211, (111) are arranged to be staggered between the slopes (210)

The weft yarn 112 adjacent to the outermost weft yarn 111 at the point 300 at which the weft yarn 110 contacts the warp yarn 210 is wound around the outermost warp yarn 211 of the warp yarn 200, And is disposed so as to pass over the uppermost portion of the inclined portion 212 adjoining the outermost inclined portion 211. The inclined portion 212 adjacent to the outermost inclined portion 211 and the inclined portion 212 adjacent to the outermost inclined portion 211 The weft yarns 112 adjacent to any one of the outermost weft yarns 111 are arranged to be staggered between the warp yarns 210,

The weft yarn 112 adjacent to the outermost weft yarn 111 at the point 300 where the weft yarn 110 contacts the warp yarn 210 and the weft yarn 113 adjacent to the outermost weft yarn 111 at the outermost weft yarn 111, And a slope 212 adjacent to the outermost slope 211 and a slope 212 adjacent to the slope 212 adjacent to the outermost slope 211 One of the outermost weft yarns 111 is arranged to be staggered between the warp yarns 210,

A weft yarn 112 adjacent to the outermost weft yarn 111 and the outermost weft yarn 111 at a point 300 where the weft yarn 110 and the warp yarn 210 contact each other, The weft yarn 112 and the weft yarn 113 adjacent to any one of the weft yarns 111 are arranged with the warp yarns 210 so that the warp yarns 110 and the warp yarns 210 are in contact with each other And the upper part 100 and the inclined part 200 of the point 300 are connected to each other.

In addition, a mesh is connected to the back surface along the longitudinal direction of at least one of the slope part 200 and the wobble part 100, and the wobble part 100 and the slope part 200 are over- The slope part 100 and the slope part 200 are prevented from flowing.

That is, the connection structure between the weft yarn 110 and the warp yarns 210 at the point 300 where the weft yarns 110 and the warp yarns 210 contact each other can be largely divided into two types.

First, as shown in FIG. 2, when the first weft thread 111 passes above the first slope 211, it passes to the bottom of the next slope 212 and then to the top of the slope 213 The next weft yarn 112 (second weft yarn 112) of the first weft yarn 111 passes to the lower side of the first warp yarn 211 and enters the next warp yarn 212, The weft yarns 110 and the warp yarns 210 are wound in such a manner as to be staggered between the warp yarns 210 in such a manner as to pass to the upper portion of the warp yarns 210 and then to pass under the warp yarns 213, It is a combination method. In the case of the third weft yarn 113, the warp yarns are repeatedly arranged with the warp yarns 211, 212 and 213 in the same manner as the first weft yarn 111. In addition, as in the case of the second weft yarn, the fourth weft yarn repeats the fifth and sixth weft yarns to form the tangent point between the warp yarn and the weft yarn. This method is the same as the texture of matting. When the weft yarn 110 and the warp yarn 210 are joined together in the above-described manner, the point of contact between the weft yarn 110 and the warp yarn 210 is not easily released. In addition, when the coating liquid (or coating liquid) is coated, the binding between the weft yarn 110 and the warp yarn 210 can be further strengthened, and it is possible to prevent the falling of the gravel after the construction, and the stability and durability of the construction can be improved. In addition, as described above, when the weft yarns 110 are staggered, the frictional force between the weft yarn 110 and the warp yarns 210 is greater than that of the weft yarns 110 or only the weft yarns 210, Stability and the like can be further increased.

In order to make the coupling more stable, the first or second structure described above is connected to a back surface of the back surface along at least one of the inclined portion 200 and the upper side portion 100, 100 and the inclined portion 200 so as to prevent the upper portion 100 and the inclined portion 200 from flowing. That is, the inclined portion 200 and the upper portion 100 or both form a mesh on the back surface of the upper portion 100 and the overhang 310 at the point 300 where the upper portion 100 and the inclined portion 200 are in contact with each other, The slant portion 200 and the slant portion 200 may be combined to prevent the slant portion 200 and the slant portion 100 from flowing. The overrun 310 may overrun the outer surface of the sloped portion 100 at a point where the sloped portion 200 contacts with the sloped portion 200 or may overlap the outer surface of the sloped portion 200 The entire surface may be stitched in the diagonal direction to stabilize the entire surface.

In addition, acrylic resin or the like may be applied to the structure having the first structure, the second structure, and the over-rolled structure to solidify the structure to further stabilize the structure. Such a coating method is as follows.

(1) Woven fabrics of a high tenacity low stretch polyester yarn in a lattice form having a joining structure between weft and warp yarns in the above-described manner to put the fabric in a roll state; (2) dipping the fabric prepared in the step (1) into a first coating liquid of a coating chamber; (3) compressing the fabric soaked in step (2) to spread the first coating liquid evenly; (4) drying the pressed fabric in the drying room in the step (3); (5) pulling the dried fabric in step (4) to increase the tensile strength; (6) winding and cutting the fabric taken in step (5); And (7) packaging the fabric wound and cut in the step (6). Hereinafter, the steps will be described as follows.

(1) Fabric wearing step

The step (1) is a step of weaving a high strength low elongation polyester yarn in a lattice form and putting the fabric in a roll state. The fabric is weighed in the same manner as a conventional geogrid, And preparing the fabric in a roll state. There are a variety of weaving methods, but regardless of whether they are woven in the form of a lattice. In the present invention, a polyester polymer having an intrinsic viscosity of 0.8 or more is prepared and used as fibers having a denier of 500 to 3000 denier, a strength of 8 g / denier or more and an elongation of 13% or less by the general industrial high-strength yarn manufacturing process, And used continuously. Using the fabric thus fabricated, the mesh size is set to 5 to 100 mm.

(2) immersion step in the first coating liquid

The step (2) is a step of immersing the fabric received in the step (1) in the first coating liquid of the application chamber. The first coating liquid had an acidity of 9.2 pH, a solid content of 48.7 wt% and a viscosity of 1000 cps based on 25 parts by weight of the first recycled acrylic resin having an acidity of 9.1 pH, a solid content of 49 wt% and a viscosity of 4100 cps 20 to 25 parts by weight of a second recycled acrylic resin having the characteristics of water, 45 to 50 parts by weight of water, 2 to 2.5 parts by weight of a heat stabilizer, 1 to 2 parts by weight of a viscosity control additive and 2 to 4 parts by weight of a pigment (or carbon black) And the mixture is stirred at a high speed for a certain period of time to prepare a sol of recycled acrylic resin. The first and second recycled acrylic resins are water-soluble and soluble in water, and their properties are as described above. The viscosity controlling additive is not limited to those used in the geogrids. The viscosity controlling additive is used to allow the first coating liquid to adhere between the yarns while allowing the viscosity to be maintained between the yarns of the fabric. The pigment is usually used to add or subtract color to black or carbon black. These pigments do not matter if they are used in conventional geogrids. However, the heat stabilizer, the viscosity controlling additive, and the pigment should all be water-soluble.

The first coating liquid is stirred at a high speed to prepare a sol. The coating liquid is easily dipped and applied, and the above-described materials are uniformly stirred so that the properties of the coating liquid can be exhibited smoothly.

(3) Squeeze step

The step (3) is a pressing step, in which the raw material immersed in the step (2) is pressed to spread the first coating liquid. Since the coating liquid (including not only the first coating liquid but also the second coating liquid) is in a solubilized, viscous liquefied state, the coating liquid is difficult to permeate between the yarns of the fabric and is applied by an immersion method The coating liquid can not be uniformly applied to the fabric. In order to solve this problem, the present invention allows the coating liquid to penetrate between the yarns while allowing the coating liquid to spread evenly by pressing the fabric after immersion. After the infiltration of the coating liquid, it is fixed between the yarns, and strong fixation occurs at the contact point between the weft and the warp so that the weft flow does not occur in the warp direction. Thereby generating a supporting force. The second coating liquid can be applied to further enhance this supporting force, which will be described in more detail in the second embodiment.

(4) Drying step

The step (4) is a step of drying the pressed fabric in the drying room in the step (3). In the drying room, an electric heater is used for the primary drying, and a secondary hot air is used for drying the hot air. The electric heater or the hot air can shorten the drying time. However, since there is an advantage of rapid drying, it may cause denaturation of the coating liquid. Therefore, among the components of the coating liquid, the heat stabilizer prevents such denaturation. The conditions in the drying room are a temperature of 75 to 80 DEG C and a time of 35 to 40 sec / m.

(5)

The step (5) is a step of pulling the fabric dried in the step (4) to increase the tensile strength. The drawing step is a step that can increase the tensile strength of the dried fabric in the drying step while providing the power to pull the fabric and move it to each step. Therefore, the tensile strength is further increased by adding tension to the fabric subjected to the drying step.

(6) Step of winding and cutting

The step (6) is a step of winding the fabric taken in the step (5) and cutting it. The drawn fabric can be rolled and cut in a unit of 50 m to 100 m.

(7) Packaging step

The step (7) is a step of wrapping the fabric wound and cut in the step (6). The packaging is the same as the usual geogrid packaging and detailed explanation is omitted.

In addition to this, it may be added to the step (3).

(3-1) Application step with mixed liquid

In step (3-1), the raw material pressed in step (3) of the first embodiment is mixed with a mixture of at least one of sand, crushed stone and recycled aggregate having a diameter of 0.5 to 2.0 mm and the second coating liquid . Particles of a certain size, that is, sand having a diameter of 0.5 to 2.0 mm are used. The reason for this is to increase the friction force between the soil and the present invention by preventing the particles of the gravel from exceeding the sand, crushed stone and recycled aggregate adhered to the fabric by using particles larger than the particles of the gravel. However, too large particles have a negative influence on the workability, storage stability, ease of manufacture of the present invention, and the like, and thus are limited to the above-mentioned particle sizes. In particular, recycled aggregate can be used as recycled aggregate, ie, concrete crushed stone, produced when the building is demolished. In addition, sand, crushed stone and recycled aggregate can be further increased in frictional force with the soil due to the rough surface of the particles.

The mixed solution obtained by mixing the sand, crushed stone and recycled aggregate having the particles having the predetermined size into the second coating liquid can be applied again on the pressed fabric. At this time, the weight ratio of the sand, crushed stone and recycled aggregate to the second coating liquid may be 1: 1 to 3, and since the sand, crushed stone and recycled aggregate may sink under the second coating liquid upon application, To the fabric with a weak pressure.

The second coating liquid stabilizes the bond between warp and weft due to sand, crushed stone, and recycled aggregate to be adhered to the fabric, and two times of application, so that durability In order to enhance the performance of the system. Therefore, the second coating liquid has a viscosity higher than that of the first coating liquid. The first recycled acrylic resin has a viscosity higher than that of the second recycled acrylic resin so that the ratio of the first recycled acrylic resin of the second coating liquid to the first coating liquid is higher.

That is, the second coating liquid had an acidity of 9.2 pH, a solid content of 48.7 wt%, and a viscosity of 9.5 pH, based on 35 parts by weight of the first recycled acrylic resin having an acidity of 9.1 pH, a solid content of 49 wt% and a viscosity of 4100 cps (Or carbon black) 2 to 20 parts by weight of a second recycled acrylic resin having a characteristic of 1000 cps, 30 to 40 parts by weight of water, 2 to 2.5 parts by weight of a heat stabilizer, 1 to 2 parts by weight of an additive for viscosity control, 4 parts by weight of acrylic resin is added to the mixture, and the mixture is stirred at a high speed for a certain period of time to prepare a sol of recycled acrylic resin.

(3-2)

In the step (3-2), the raw material applied to the mixed solution is re-compressed and re-compressed using an elastic roller. Since the mixed liquor is mixed with at least one of sand, crushed stone and recycled aggregate and the second coating liquid, the sand, crushed stone and recycled aggregate may be crushed if they are squeezed by a roller having high strength during re-pressing, so an elastic roller It is possible.

The weaving structure of the geogrid in which the coupling between the weft and the warp yarns is not loosened according to one embodiment of the present invention as described above is arranged through a combination of knots or a staggered manner so that weft yarns and warp yarns do not flow at the contact points of weft yarns and warp yarns It is possible to increase the workability, stability and durability after construction by the stability of the gravel and to form a knot at the point of contact between the weft and the warp, It is possible to prevent the phenomena such as the jumping and sinking of the soil by increasing the friction force between the point and the soil, There is an advantage that the coupling can be stabilized by preventing the flow.

The present invention may be embodied in many other specific forms without departing from the spirit or essential characteristics of the invention.

100: Upper thread 110: Weft
120: loop formed by weft 200:
210: slope 220: loop formed by inclination
300: point where weft and slope contact
310: overlock

Claims (3)

The weft yarn 110 and the warp yarns 210 are formed in a lattice shape in which a plurality of spaces are formed by the warp yarns 100 composed of a plurality of weft yarns 110 and the warp yarns 200 composed of a plurality of warp yarns 210, Filaments of at least one of polyester (PET), aramid and stainless steel are joined together in two or more strands respectively,
Any one of the outermost weft yarns 111 of the point 300 at which the weft yarn 110 and the warp yarn 210 contact each other is disposed so as to pass over the uppermost outermost warp yarn 211, Is disposed so as to pass through the lower portion of the adjacent slope 212 and passes through the slope 212 adjoining the outermost slope 211 and the upper portion of the slope 213 adjacent to the outermost slope 211, (111) are arranged to be staggered between the slopes (210)
The weft yarn 112 adjacent to the outermost weft yarn 111 at the point 300 at which the weft yarn 110 contacts the warp yarn 210 is wound around the outermost warp yarn 211 of the warp yarn 200, And is disposed so as to pass over the uppermost portion of the inclined portion 212 adjoining the outermost inclined portion 211. The inclined portion 212 adjacent to the outermost inclined portion 211 and the inclined portion 212 adjacent to the outermost inclined portion 211 The weft yarns 112 adjacent to any one of the outermost weft yarns 111 are arranged to be staggered between the warp yarns 210,
The weft yarn 112 adjacent to the outermost weft yarn 111 at the point 300 where the weft yarn 110 contacts the warp yarn 210 and the weft yarn 113 adjacent to the outermost weft yarn 111 at the outermost weft yarn 111, And a slope 212 adjacent to the outermost slope 211 and a slope 212 adjacent to the slope 212 adjacent to the outermost slope 211 One of the outermost weft yarns 111 is arranged to be staggered between the warp yarns 210,
A weft yarn 112 adjacent to the outermost weft yarn 111 and the outermost weft yarn 111 at a point 300 where the weft yarn 110 and the warp yarn 210 contact each other, The weft yarn 112 and the weft yarn 113 adjacent to any one of the weft yarns 111 are arranged with the warp yarns 210 so that the warp yarns 110 and the warp yarns 210 are in contact with each other The upper part 100 and the inclined part 200 of the point 300 are connected to each other ,
A first coating liquid made of a recycled acrylic resin sol and a second coating liquid made of a recycled acrylic resin and having a diameter of 0.5 to 2.0 mm and at least one of sand, And a second coating liquid prepared by a sol of a recycled acrylic resin are mixed, wherein the second coating liquid has a viscosity higher than that of the first coating liquid,
A mesh is attached to the back surface along one or more longitudinal directions of the inclined part 200 and the wax part 100 and an overhang 310 is formed on the surface of the wax part 100 and the inclined part 200, So that the threaded portion (100) and the inclined portion (200) are prevented from flowing . delete delete

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