JP5783067B2 - Wire mesh - Google Patents

Description

  The present invention relates to a wire mesh in which vertical lines and horizontal lines made of steel wires are woven in a lattice shape.

  A wire mesh woven from a steel wire rod in a lattice shape is widely used as a reinforcing member such as concrete or resin. Further, such a wire mesh is expected to have a wide range of application as a reinforcing member for parts such as industrial machines, civil engineering, construction machinery, structural reinforcing members, automobile bodies, drive shafts, and the like.

  Conventionally, with respect to such a wire mesh, for example, a wire mesh composed of a stranded wire in which a plurality of piano wires having a wire diameter of 160 μm or less are twisted is known (see Patent Documents 1 and 2). According to these prior arts, there is an advantage that the tensile strength of concrete, resin or the like can be greatly improved by reinforcing with a wire mesh.

JP-A-3-52733 JP-A-1-221229

  However, the above technique is a technique for forming a mesh in a lattice after forming a stranded wire once, which has the advantage of increasing the structural elongation, but increases the manufacturing process, and the selection of the wire diameter However, there is a disadvantage that the range of the width is narrowed and it is difficult to form a net shape. Further, although the strength of the wire constituting the wire mesh has been studied, the strength of the wire mesh itself obtained by weaving the wire in a lattice shape has not been sufficiently studied. For this reason, the appearance of a wire mesh that is lightweight and has rigidity has been desired.

  This invention is made | formed in view of this point, and it aims at providing the wire net which is lightweight and has rigidity.

In order to achieve the above object, according to the present invention, a wire mesh in which vertical lines and horizontal lines are woven in a lattice shape, wherein the vertical lines and the horizontal lines are C: 0.6 to 1.3% in mass%. , Si: 0.01 to 1.50%, and Mn: 0.05 to 2.0%, having a pearlite structure arranged in a lamellar shape in the longitudinal direction of the wire, and a wire diameter of 0.1 to 2 mm And at least one of the vertical line and the horizontal line is crimped, the tensile strength is 800 to 4500 MPa, and the line interval between the vertical lines and the horizontal lines is 0.2 mm to 5 mm, A wire mesh is provided, wherein a crimp angle θ ° of the steel wire at the intersection of the vertical line and the horizontal line is 95 ≦ θ ≦ 170 and a nominal tensile strength is 1000 MPa or more.

  The steel wire is further regulated by mass% to Al: 0.05% or less, and further Cr: 0.01 to 1.0%, Nb: 0.001 to 0.20%, Co: 0.00. 01 to 1.0%, V: 0.01 to 0.5%, Cu: 0.001 to 0.2%, Mo: 0.01 to 0.5%, Ni: 0.01 to 0.5% , W: 0.01-0.2%, Ti: 0.01-0.1%, B: At least one selected from the group consisting of 0.0001-0.007% can be contained. .

  ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to provide the metal mesh which is lightweight and has rigidity.

It is a top view of the wire mesh concerning this Embodiment. It is a side view of the wire mesh concerning this Embodiment. It is a graph which shows the relationship between the crimp angle (bending angle) and crimp strength (tensile strength of the crimped steel wire rod) of a steel wire. It is explanatory drawing of a crimp strength measuring method. It is explanatory drawing of the characteristic test of a metal-mesh. It is explanatory drawing of the crimp angle of this invention example 27 and the comparative example 60, a steel wire diameter, and a steel wire space | interval.

  Hereinafter, an example of an embodiment of the present invention will be described with reference to the accompanying drawings. In addition, in this specification and drawing, about the component which has the substantially same function structure, duplication description is abbreviate | omitted by attaching | subjecting the same code | symbol.

  As shown in FIG. 1, the wire mesh 1 has a configuration in which a plurality of vertical lines 2 and a plurality of horizontal lines 3 each made of a steel wire having a circular cross-sectional shape are woven in a lattice shape so as to be orthogonal to each other. Here, the vertical line 2 means the steel wire which runs in the vertical direction in FIG. 1 among all the steel wires constituting the wire mesh 1. The horizontal line 3 means the steel wire which runs in the width direction (horizontal direction in FIG. 1) orthogonal to the vertical line 2 among all the steel wires constituting the wire mesh 1. The wire mesh 1 wovens the vertical lines 2 and the horizontal lines 3 in a grid so that the vertical relationship between the vertical lines 2 and 3 is reversed between any adjacent vertical lines 2 and adjacent horizontal lines 3. Between the vertical lines 2 and the horizontal lines 3, a square or rectangular gap (mesh) 4 surrounded by both is formed.

  The vertical lines 2 and the horizontal lines 3 are woven in a grid so that the vertical relationship between the vertical lines 2 and 3 is reversed in any adjacent vertical lines 2 and in any adjacent horizontal lines 3 As shown in FIG. 2, when viewed from the side of the wire mesh 1, at the position where the vertical line 2 and the horizontal line 3 intersect, at least one of the vertical line 2 and the horizontal line 3 is bent at a crimp angle (bending angle) θ °. It is in the state. A portion bent at a crimp angle θ ° in this way is called a corner portion c. By crimping the steel wire, a corner portion c is formed in advance in at least one of the vertical line 2 and the horizontal line 3. When the wire mesh 1 is constructed, the other steel wire (vertical line 2 or horizontal line 3) comes into contact with the inner part of the corner part c of the vertical line 2 or horizontal line 3. That is, when only the vertical line 2 is crimped, the horizontal line 3 (not crimped) is in contact with the inner part of the corner part c of the vertical line 2. Further, when only the horizontal line 3 is crimped, the vertical line 2 (not crimped) is in contact with the inner part of the corner part c of the horizontal line 3. Further, when both the vertical line 2 and the horizontal line 3 are crimped, the inner part of the corner part c of the vertical line 2 and the inner part of the corner part c of the horizontal line 3 are in contact with each other.

<Composition of steel wire>
Steel wires used for the vertical lines 2 and the horizontal lines 3 are C: 0.6 to 1.3%, Si: 0.01 to 1.50%, and Mn: 0.05 to 2.0% by mass. contains. By setting the carbon concentration of the steel wire to 0.6% by mass or more, the tensile strength of the steel wire can be secured, and the rigidity required for the wire mesh 1 can be secured. If the carbon concentration of the steel wire is less than 0.6% by mass, the steel wire must be thickened to obtain the required rigidity, and the lightweight wire mesh 1 cannot be obtained.

  On the other hand, if the carbon concentration of the steel wire is too high, the rigidity of the wire mesh 1 can be increased, but if the steel wire has a high carbon concentration and exceeds 1.3%, reticulated cementite or coarse cementite precipitates at the grain boundaries. The ductility of the steel wire (wire) is significantly reduced and the drawability is deteriorated. Therefore, the carbon concentration of the steel wire is set to 1.3% by mass or less.

Si is an effective element for strengthening ferrite in pearlite and for deoxidizing steel. However, if the Si content is less than 0.01%, the above effect cannot be expected. On the other hand, if the Si content exceeds 1.50%, hard SiO ₂ inclusions harmful to the wire drawing workability are likely to occur. . For this reason, the Si content is limited to a range of 0.01 to 1.50% by mass.

  Mn is an element effective not only for deoxidation and desulfurization but also for improving the hardenability of the steel and increasing the tensile strength after the patenting treatment. However, if Mn is less than 0.05%, the above effect cannot be obtained. On the other hand, if Mn exceeds 2.0%, the above effect is saturated, and further, a treatment for completing the pearlite transformation during the patenting process. The time will be too long and productivity will decrease. In addition, an undercooled structure (bainite) is likely to occur during rolling, and wire drawing is often impossible in conventional processes. For this reason, content of Mn was limited to 0.05 to 2.0% of range by mass%.

  The content of Al was specified to be 0.05% or less including 0% in mass% so that hard non-deformable alumina-based nonmetallic inclusions would not be generated, resulting in ductility deterioration and wire drawing deterioration of the steel wire.

  The impurities P and S are not particularly defined, but are preferably 0.02% or less in terms of mass% from the viewpoint of ensuring ductility as in the case of conventional ultra fine steel wires. Both are preferably 0.01% or less, and more preferably 0.005% or less.

The steel wire used in the present invention has the above-mentioned elements as basic components, but for the purpose of further improving mechanical properties such as strength, toughness, ductility, etc. Two or more kinds may be positively contained.
Cr: 0.01-1.0%, Nb: 0.01-0.20%, Co: 0.01-1.0%, V: 0.01-0.5%, Cu: 0.001- 0.2%, Mo: 0.01 to 0.5%, Ni: 0.01 to 0.5%, W: 0.001 to 0.2%, Ti: 0.01 to 0.1%, B : 0.0001 to 0.007%

  Cr is an effective element that refines the lamellar spacing of pearlite, increases the tensile strength after the final patenting treatment, and improves the wire drawing work hardening rate. However, if the Cr content is less than 0.01%, the effect is small. On the other hand, if the Cr content exceeds 1.0%, the pearlite transformation end time during the patenting process becomes long and the productivity is lowered. For this reason, it is preferable to make content of Cr into the range of 0.01 to 1.0% by mass%.

  Nb has the effect of reducing the lamellar spacing of pearlite and increasing the tensile strength after the patenting treatment, and further has the effect of refining austenite grains during the final patenting treatment. However, if Nb is less than 0.001%, the effect is small. On the other hand, even if Nb exceeds 0.20%, the effect is saturated. For this reason, it is preferable to make content of Nb into the range of 0.001 to 0.20% by mass%.

  Co has the effect of enhancing the wire drawing workability of the hot-rolled wire and the steel wire after the final patenting treatment. However, if the Co content is less than 0.01%, the effect is small. On the other hand, even if the Co content exceeds 1.0%, an effect commensurate with the added amount cannot be exhibited. For this reason, it is preferable to make content of Co into the range of 0.01 to 1.0% by mass%.

  V has the effect of reducing the lamellar spacing of pearlite and increasing the tensile strength after patenting. However, this effect is small when V is less than 0.01%, while the effect is saturated when V exceeds 0.5%. For this reason, it is preferable to make content of V into the range of 0.01 to 0.5% by mass%.

  Cu has the effect of increasing the corrosion resistance of the ultrafine steel wire. Addition of 0.001% or more by mass% is preferable for effectively exhibiting such an action. However, if added excessively, it reacts with S and segregates CuS in the grain boundaries, so that flaws are generated in the steel ingot, wire, etc. during the wire manufacturing process. In order to prevent such adverse effects, the upper limit of the content was set to 0.2% by mass.

  Mo has the effect of increasing the strength during the patenting process due to the effect of improving hardenability. However, if the Mo content is less than 0.01%, the effect is small. On the other hand, even if the Mo content exceeds 0.5%, bainite that deteriorates the wire drawing workability is likely to occur in the structure after hot rolling. For this reason, it is preferable to make Mo content into the range of 0.01 to 0.5% by mass%.

  Ni does not contribute much to increasing the strength of the wire, but is an element that increases the toughness of the wire. Addition of 0.01% or more by mass% is preferable for effectively exhibiting such an action. On the other hand, when Ni is added excessively, the transformation end time becomes long, so the upper limit of the content is set to 0.5% by mass.

  W has the effect of increasing the corrosion resistance of the ultrafine steel wire. In order to exhibit such an action effectively, addition of 0.01% or more by mass% is preferable. On the other hand, when W is added excessively, the transformation end time becomes long, so the upper limit of the content is 0.2% by mass.

  Ti is an effective deoxidizing element, and in order to exert its action effectively, addition of 0.01% or more by mass% is preferable. On the other hand, when Ti is added in a large amount, it combines with carbon or nitrogen to deteriorate ductility. Therefore, the upper limit of the content is set to 0.1% by mass.

  B is added in order to improve the strength after the patenting treatment due to the effect of improving hardenability. However, if B is less than 0.0001%, the effect is small. On the other hand, if B exceeds 0.007%, the effect is saturated. For this reason, it is preferable to make content of B into the range of 0.0001 to 0.007% by mass%.

<Manufacture of steel wires>
The steel wire used for the vertical line 2 and the horizontal line 3 constituting the wire net has the above-described component element content, and is manufactured, for example, as follows.

First, the carbon steel hot-rolled wire containing a predetermined wire diameter and components is scale-removed by pickling or the like, and subsequently subjected to a lubricating coating treatment such as a zinc phosphate coating treatment, and then using a dry lubricant. Perform cold die drawing to the wire diameter. The steel wire is heated to about 1000 ° C. to form an austenite structure, and then subjected to a patenting treatment in which the steel wire is rapidly cooled in a lead bath at 450 to 650 ° C. The structure of the carbon steel wire subjected to patenting treatment is a fine pearlite structure having a lamellar structure in which cementite of plate crystals and ferrite of plate crystals are alternately arranged in layers. The steel wire subjected to the patenting treatment is further cold-drawn to a predetermined wire diameter of 0.1 to 2 mm using a die or the like.

  The steel wires (vertical line 2 and horizontal line 3) manufactured in this way have pearlite structures arranged in a lamellar shape in the longitudinal direction, and have a tensile strength TS = 1000 to 5000 MPa. The pearlite structure in which the steel wires are arranged in a lamellar shape in the longitudinal direction means that the steel wires are cut in parallel in the longitudinal direction, a thin film sample for a transmission electron microscope is created, and the transmission electron microscope of 200 keV or more is 100,000 times This can be confirmed by observing 10 fields of view at the above magnification.

<Wire diameter d of steel wire>
The wire diameter d of the steel wire used for the vertical line 2 and the horizontal line 3 is 0.1 to 2 mm. However, the wire diameter d of the vertical line 2 and the wire diameter d of the horizontal line 3 do not have to be equal. If the wire diameter d of the steel wire is less than 0.1 mm, it is difficult to ensure the rigidity required for the wire mesh 1. On the other hand, if the wire diameter d of the steel wire exceeds 2 mm, the rigidity of the wire mesh 1 can be increased, but the lightweight wire mesh 1 cannot be obtained. Preferably, the wire diameter d of the steel wire is 0.17 mm or more and 2 mm or less.

  And the vertical wire 2 and the horizontal wire 3 are manufactured by crimping the steel wire obtained in this way, and forming the corner part c by a predetermined space | interval (wire space | interval L, M of wire-mesh). The crimping process may be performed on both the vertical line 2 and the horizontal line 3 or may be performed on only one of them. Here, the crimping process is a process of forming a corrugated wave shape at a predetermined position of the steel wire rod by sandwiching the steel wire rod with a gear-shaped tool. In the process of weaving the wire mesh 1, the corners c are accurately arranged in advance with respect to the steel wire at the position where the vertical lines 2 and the horizontal lines 3 overlap each other in the vertical direction.

<Crimping angle of steel wire>
As shown in FIG. 2, when viewed from the side of the wire mesh 1, at a position where the vertical line 2 and the horizontal line 3 intersect, at least one of the vertical line 2 and the horizontal line 3 is bent at a crimp angle θ °. Yes. The crimp angle θ ° is formed by the crimping process. Here, the crimp angle θ ° of the steel wire at the intersection of the vertical line 2 and the horizontal line 3 needs to satisfy 95 ≦ θ <180. In order to keep the horizontal line 3 in contact with the inner part of the corner part c of the vertical line 2 at the crossing position of the vertical line 2 and the horizontal line 3 of the wire mesh 1, or inside the corner part c of the horizontal line 3 Naturally, the crimp angle θ ° must be less than 180 ° in order to keep the vertical line 2 in contact with the portion without being displaced. On the other hand, it has been found that when the crimp angle θ ° becomes too small, the tensile strength of the crimped steel wire rod decreases rapidly.

  Here, steel of C: 0.80 mass%, Si: 0.25 mass%, Mn: 0.57 mass% was rolled and drawn to produce a 1.0 mmφ steel wire rod and crimped. . The relationship between the crimp angle and the tensile strength of the steel wire after crimping was examined, and FIG. 3 was obtained. As shown in FIG. 3, when the crimp angle θ ° is less than 95 °, the tensile strength of the crimped steel wire material is drastically lowered. In order to maintain sufficient tensile strength for the steel wire rods (longitudinal line 2, lateral line 3) after crimping, the bending angle (crimp angle) of the steel wire rod at the intersection (corner part c) of the vertical line 2 or horizontal line 3 θ ° needs to satisfy 95 ≦ θ <180.

<Tensile strength of crimped steel wire (crimp strength)>
Since at least one of the vertical line 2 and the horizontal line 3 constituting the wire mesh 1 is formed into a corrugated shape by crimping a steel wire, the tensile strength of the vertical line 2 or the horizontal line 3 (crimp line) is the same as that of the steel wire. Lower than the tensile strength TS (1000 to 5000 MPa). However, if the crimp angle θ ° is in the range of 95 ≦ θ <180 as described above, the decrease is about 80 to 90% or more of the tensile strength TS of the original steel wire, and the crimped steel wire The tensile strength of is maintained at 800-4500 MPa.

As an example of a method of measuring the tensile strength of the vertical line 2 and the horizontal line 3, both ends of the vertical line 2 and the horizontal line 3 are fixed with a chuck 9 as shown in FIG. 4 . Then, a tensile test is performed by applying a tensile force F to the vertical line 2 and the horizontal line 3 through the chuck 9, and the tensile strength can be obtained from the breaking load.

<Method of forming wire mesh>
The weaving method and the knitting method formed by the wire mesh 1 are not particularly limited. Examples of the method for forming the wire mesh include plain weave, twill weave, tatami weave and tatami twill weave. It does not matter whether weaving or knitting, but welding. The horizontal line 3 is in contact with the inner part of the corner part c of the vertical line 2 formed by crimping, or the vertical line 2 is in contact with the inner part of the corner part c of the horizontal line 3 formed by crimping, The metal mesh 1 can be formed by weaving the vertical lines 2 and the plurality of horizontal lines 3 perpendicularly to each other in a lattice pattern.

<Wire mesh line spacing L, M>
When the metal mesh 1 is formed, the line interval L between adjacent vertical lines 2 (the line interval L between center lines of adjacent vertical lines 2) is 0.2 mm to 30 mm. Further, the line interval M between the adjacent horizontal lines 3 (the line interval M between the center lines of the adjacent horizontal lines 3) is 0.2 mm to 30 mm. If the line spacings L and M are less than 0.2 mm, the effect of reducing the weight is reduced. In addition, it is not easy to create a net. The line spacings L and M need to be 30 mm or less in consideration of performance as a reinforcing material. In particular, the line intervals L and M are preferably 10 mm or less in consideration of performance as a reinforcing material. However, the line interval L between the vertical lines 2 and the line interval M between the horizontal lines 3 need not be equal. If the gap (mesh) 4 surrounded by the vertical lines 2 and 3 is square, the line interval L = line interval M, and if the gap (mesh) 4 is rectangular, the line interval L ≠ line interval M. . When the line intervals L and M exceed 30 mm, the number of lines becomes too small, the load that can be supported becomes small, and it becomes difficult to play a role as a strength member such as a reinforcing material.

<Characteristics of wire mesh>
As shown in FIG. 5 , the fixing tool 10 which hardened resin etc. is attached to the both ends of the metal mesh 1 comprised as mentioned above. Then, a tensile test is performed by applying a tensile force F to the entire wire mesh 1 through the fixture 10, and the characteristics of the wire mesh 1 are evaluated by the nominal tensile strength σ and the nominal tensile elongation ε. The wire mesh 1 of the present invention that satisfies the conditions of the carbon concentration, the wire diameter d, the wire interval L, M, and the bending angle θ ° of the steel wire described above has a nominal tensile strength σ = 1000 MPa or more. ε = 3% or more.

The nominal tensile strength σ here is a vertical line 2 or horizontal line calculated from the number n of wires and the wire diameter d (mm) with respect to the breaking load P (N) when the wire mesh 1 is pulled by a tensile tester. It is divided by the cross-sectional area of 3 and indicates the intensity calculated by Equation 1.
(Formula 1) Nominal tensile strength

On the other hand, the number of vertical lines 2 or horizontal lines 3 is related to the line interval, the number n per unit length, and the line interval L (or M) is the test piece width W (mm),
(Formula 2) L (mm) = W (mm) / N (book)
And
(Formula 3) n (book / mm) = N (book) / W (mm)
It is.

  Chemical composition of steel wire materials used in Examples (Examples of the present invention and Comparative Examples), Rolling-drawing-crimping-wire mesh structure factor when wire mesh is manufactured (tensile strength TS of steel wire material subjected to crimping, wire Tables 1 and 2 show the relationship between the diameter d, the line spacing L and M), and the properties (nominal tensile strength) of the wire mesh. Steel wire materials having various wire diameters and various tensile strengths were prepared by variously changing the chemical composition of the steel, the wire diameter of the rolled material, and the area reduction ratio in the wire drawing. In the wire drawing, the wire drawing was evaluated as x when the steel wire was disconnected at 10 m or less, and evaluated as ◯ when the steel wire was not disconnected at 10 m or less. A steel wire rod that was crimped after drawing was cut parallel to the longitudinal direction, a thin film sample for a transmission electron microscope was prepared, and observed in 10 fields of view with a transmission electron microscope of 200 keV or more at a magnification of 100,000 times or more. It was confirmed that the structures of the steel wire rods of the inventive examples were all pearlite structures arranged in a lamellar shape in the longitudinal direction.

  The strength of the crimped steel wire and the nominal tensile strength of the wire mesh are approximately proportional, and the nominal tensile strength is converted per steel wire (vertical line), so the strength of the crimped steel wire is If it is high, the nominal tensile strength of the wire mesh is high. In the material (Comparative Example 36) used for the mesh seen in the past, the strength of the crimped steel wire is low, and the nominal tensile strength of the wire mesh is also low. This is a low level compared to the invention example in which a wire net having a substantially similar shape is produced, for example, Example 25 of the invention, and the breaking load that can be supported before breaking is lower than that of the invention example. I understand.

  Regardless of the wire diameter d of the steel wire rod, the ratio between the crimp strength and the nominal tensile strength of the wire mesh does not vary greatly.

  Rather, the influence of the crimp angle is large, and as shown in FIG. 4, the strength of the crimped steel wire rapidly decreases at a crimp angle of less than 95 °. When the crimp angle was small as seen in Comparative Example 34, the nominal tensile strength of the wire mesh was below 1000 MPa. It was shown that when the crimp angle is small, the role as a reinforcing material is inferior. Even if the crimp angle is large, if the strength of the wire drawing material (element wire) is low, the crimp strength is low and the nominal tensile strength of the wire mesh is low (for example, Comparative Example 35).

  Looking at the effects of the line spacings L and M, if both L and M are within the specified range, the nominal tensile strength of the wire mesh is sufficiently secured, and the wire mesh strength is higher than that of a wire mesh using a material having a low tensile strength, It can be used for strength parts such as reinforcing materials.

  In Comparative Examples No. 60 and 61, the steel components and the wire diameter d are within the scope of the present invention (the steel components and the wire diameter d are the same as in Example No. 27), but the outer periphery of the material before wire drawing is cut. This is an example in which the diameter is reduced and drawn in advance to reduce the drawing area reduction ratio to the final diameter. Therefore, the amount of reinforcement by work hardening is small and the tensile strength is insufficient. In order to compensate for this shortage, as shown in FIG. 6, the line intervals L and M of Invention Example No. 27 are 2.0 mm, whereas in Comparative Example No. 60, the line intervals L and M are set to 1. It was reduced to 0 mm. In Comparative Example No. 61, the line intervals L and M were further reduced to 0.6 mm.

In Comparative Example No. 60, the line spacings L and M are set to approximately 1/2 the line spacing of Invention Example No. 27, and the number N of lines is increased. The net strength (breaking load) is lower than that of Invention Example No. 27. Further, when the crimp angle θ is also reduced due to the reduction of the line spacings L and M, the nominal strength tends to decrease rather. By reducing the line spacings L and M, the amount of steel wire used per unit area increases and the weight of the wire mesh increases. For example, even though a net weight per 1 m ² is 1.5kg approximately in Example 27, when the half of the low tensile Comparative Example strength 60 linear distance invention example 27, using the dose twice And the crimp angle tends to be small, so that the weight is 3.2 kg or more, twice the weight of the invention example. Therefore, it is inappropriate as a reinforcing material for composite materials combined with other materials. The present invention is unprecedented from the viewpoint of weight.

  In Comparative Example No. 61, it was aimed to further reduce the line intervals L and M, but although it can be made up to the crimp wire, the line intervals L and M are too small to make a net. It was. This indicates that there is a limit to the increase in wire mesh strength due to the increase in the number of lines used for low-strength materials.

  The present invention is useful in fields such as civil engineering, architecture, and various industrial industries.

1 Wire mesh 2 Vertical line 3 Horizontal line 4 Clearance (mesh)
10 Fixture

Claims (2)

A wire mesh that weaves vertical and horizontal lines in a lattice pattern,
The vertical line and the horizontal line contain C: 0.6 to 1.3%, Si: 0.01 to 1.50%, and Mn: 0.05 to 2.0% by mass%. It has a pearlite structure arranged in a lamellar shape in the longitudinal direction, and is composed of a steel wire having a wire diameter of 0.1 to 2 mm. At least one of the vertical line and the horizontal line is crimped, and the tensile strength is 800 to 4500 MPa. The line spacing between the vertical lines and the horizontal lines is 0.2 mm to 5 mm, the crimp angle θ ° of the steel wire at the intersection of the vertical lines and the horizontal lines is 95 ≦ θ ≦ 170 , and the nominal tensile strength is A wire mesh characterized by being 1000 MPa or more.   The steel wire is further regulated by mass% to Al: 0.05% or less, and further Cr: 0.01 to 1.0%, Nb: 0.001 to 0.20%, Co: 0.00. 01 to 1.0%, V: 0.01 to 0.5%, Cu: 0.001 to 0.2%, Mo: 0.01 to 0.5%, Ni: 0.01 to 0.5% , W: 0.01 to 0.2%, Ti: 0.01 to 0.1%, B: containing at least one selected from the group consisting of 0.0001 to 0.007% The wire mesh according to claim 1.

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