KR20090057505A - Manufacturing method of welded wire mesh and deformed welded wire mesh - Google Patents

Manufacturing method of welded wire mesh and deformed welded wire mesh Download PDF

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KR20090057505A
KR20090057505A KR1020070124113A KR20070124113A KR20090057505A KR 20090057505 A KR20090057505 A KR 20090057505A KR 1020070124113 A KR1020070124113 A KR 1020070124113A KR 20070124113 A KR20070124113 A KR 20070124113A KR 20090057505 A KR20090057505 A KR 20090057505A
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wire
wire mesh
mesh
welded wire
welded
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KR1020070124113A
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Korean (ko)
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KR100936618B1 (en
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최오영
최상필
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최오영
최상필
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
    • B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F33/00—Tools or devices specially designed for handling or processing wire fabrics or the like
    • B21F33/005—Cutting wire network

Abstract

A welded wire net and a manufacturing method thereof are provided to secure eighteen supports within the welded wire net by forming six supports in each mold installed at three places and thus to perform the application of concrete without separate supports. A manufacturing method of welded wire net comprises: a step of continuously producing a welded wire net(1) made up of eighteen perpendicular wires(2) and eighteen horizontal wires(3) having specific length and width; a step of setting three molds in mesh(4) at the third space of the first vertical wire, the ninth space of the second vertical wire, and the fifteenth space of the third vertical wire in the longitudinal direction of the fourth horizontal wire; a step of forming six supports(6) as each of the three molds cuts the middle of the horizontal wire into right and left parts and at the same time forms two protrusion supports; and a step of forming eighteen supports within the welded wire net by bending the fourth, the tenth, and the sixteenth horizontal wire three times while conveying the welded wire net continuously produced.

Description

용접철망 및 이형용접철망의 제조방법{omitted}Manufacturing method of welded wire mesh and deformed welded wire mesh

본 발명은 각 건설공사 현장에서 건축 및 토목 공사 시에 콘크리트 타설(8) 보강제로 사용하는 용접철망 및 이형용접철망의 제조방법에 관한 것으로서,The present invention relates to a method of manufacturing a welded wire mesh and a deformed welded wire mesh used as a concrete reinforcement (8) reinforcement during construction and civil works at each construction site,

더욱 상세하게 설명하면 종전의 자동 용접철망기계에서 제조하는 용접철망의 생산 라인에 아무런 지장을 주지 않고 절단기 바로 뒤에 세로선(2) 또는 가로선(3) 선상의 길이 방향으로 1벌식 제조된 별도의 금형 3벌을 설치하고, 세로선(2) 또는 가로선(3)의 망 눈(4) 철선의 중심점을 절단하여 좌, 우 변으로 분리하는 동시에 절곡하여 2개의 돌출부를 형성하면서 지지대(6)가 구성되고, 한 가닥의 세로선(2) 또는 가로선(3) 선상에는 6개의 지지대(6)가 구성되며, 용접철망(1) 3.3m2(1.8m ×1.8m) 내에 3곳을 절단절곡하면 18개의 지지대(6)가 구성하여, 지면(7)에 안착이 되는 콘크리트 타설(8) 보강제의 용접철망(1) 및 이형용접철망을 제조하는 방법에 관한 것이다.In more detail, a separate mold 3 manufactured in the shape of a longitudinal line on a vertical line (2) or a horizontal line (3) immediately after the cutter without any disruption to the production line of the welded wire mesh manufactured by the conventional automatic welded wire mesh machine 3 The support 6 is constructed by installing a bee, cutting the center point of the wire of the mesh eye 4 of the vertical line 2 or the horizontal line 3, separating the left and right sides, and bending them to form two protrusions. Six supports 6 are formed on one strand of a vertical line (2) or a horizontal line (3), and 18 supports (3) are cut and bent in 3.3m 2 (1.8m × 1.8m) of welded wire mesh (1). 6) and a method for manufacturing a welded wire mesh 1 and a release welded wire mesh of a concrete pour (8) reinforcement to be seated on the ground (7).

본 발명은 각종건설현장에서 건축 및 토목공사에서 콘크리트 타설(8) 구조내력을 증진시키기 위한 보강제로 사용하는 용접철망(1) 및 이형용접철망의 제조 방 법에 관한 것으로서,The present invention relates to a method of manufacturing a welded wire mesh (1) and a deformed welded wire mesh used as a reinforcing agent for enhancing the structural strength (8) in the construction and civil works in various construction sites,

경질의 와이어 롯트를 냉 간 신선하여 KS D 1017의 규격철선으로 표준 선지름 2m/m∼9m/m 로 하고, 가로선(3) 및 세로선(2)으로 사용하며, 용접철망(1)의 표준 형태는 정사각형 및 직사각형으로 하고, 표준 망 눈(4)의 치수는 주문자의 지정에 따라 50m/m∼300m/m 까지 하며, 표준치수는 나비 1m∼2m 와 길이 1m∼4m의 규격 내에서 제조하고 있으나, 일반적으로 용접철망 및 이형용접철망은 선경 4m/m∼6m/m이고, 형상은 정사각형 이며, 망 눈(4)은 100m/m × 100m/m 및 150m/m × 150m/m로 하고, 규격은 3.3m2 1.8m ×1.8m로 제조하고 있으며, 사용처는 주로 건축공사장에서 콘크리트 타설(8) 보강제로서 아파트 바닥 및 공장바닥 , 마당바닥 과 토목용으로 옹벽 및 도로바닥 농로 등의 바닥 콘크리트 타설(8) 보강제로 사용하고 있으며,Cold wire of hard wire lot is used as standard wire of KS D 1017 with standard wire diameter of 2m / m ~ 9m / m, and it is used as horizontal line (3) and vertical line (2), and it is standard form of welded wire mesh (1). Are square and rectangular, and the size of standard mesh eye (4) is up to 50m / m ~ 300m / m according to the designation of the orderer, and the standard dimension is manufactured within the specification of butterfly 1m ~ 2m and length 1m ~ 4m. In general, welded wire mesh and deformed welded wire mesh have a wire diameter of 4m / m to 6m / m, the shape is square, and the mesh eye 4 is 100m / m × 100m / m and 150m / m × 150m / m. Is made of 3.3m 2 1.8m × 1.8m, and is mainly used in concrete construction site (8) as reinforcement for concrete flooring of apartment floors, factory floors, yard floors and civil engineering floors and retaining walls and road floor farming. 8) are used as reinforcing agents,

시공현장에서 종전의 용접철망(1)을 바닥 지면에 놓고 콘크리트 타설(8)을 하면, 그 부력으로 인하여 용접철망(1)이 균형을 잃고 아래위로 불규칙 하게 되어 타설 공이 인위적으로 밟아 주며 콘크리트 타 설(8)을 하여 불실 공사를 막고 있으며,If the existing welding wire mesh (1) is placed on the floor and concrete pouring (8) at the construction site, the welding wire mesh (1) loses balance due to its buoyancy and becomes irregularly up and down, causing the casting ball to be artificially treaded. (8) to prevent inadvertent construction,

또한 콘크리트 타설(8)시에 불실을 방지하기 위하여 별도로 지지대(6)를 삼각형으로 제조하여 지면(7)에 안착하게 놓고, 그 상단에 용접철망(1)을 놓아 콘크리트 타설(8) 공사를 하고 있으며,In addition, in order to prevent inadvertence during concrete pouring (8), the support (6) is manufactured in a triangle and placed on the ground (7), and a welding wire mesh (1) is placed on the top to perform concrete pouring (8) construction. And

또 다른 방법으로는 용접철망(1)을 제조한 후, 그 용접철망(1)을 앞면과 뒷면으로 절곡하고, 절곡된 세로선(2) 위에 가로선(3)을 놓고 용접을 하여 용접철망의 지지대(6)를 형성 하여 주고 있음으로, 상기와 같은 방법으로 작업을 하면, 콘크리트 타설(8) 시에 공기지연과 노무비 상승 요인으로 경제성과 시공성이 희박하고, 용접철망(1) 제조 시에도 많은 공정을 거치게 됨으로 제조비가 상승하고 생산 능률이 나지 않아 제조비 부담이 되는 문제점이 발생하게 되고 있다.In another method, after the welded wire mesh 1 is manufactured, the welded wire mesh 1 is bent to the front and the back, and the horizontal wire 3 is placed on the bent vertical line 2 to be welded. 6), the work in the same way as described above, the economic feasibility and constructionability due to the air delay and labor costs increase during the concrete pouring (8), and many processes in the production of welded wire mesh (1) By going through the manufacturing cost is rising and production efficiency is not a problem that the manufacturing cost burden occurs.

본 발명은 종전의 자동용접철망기계에서 연속하여 용접철망(1)을 생산하며 3.3m2(1.8m × 1.8m)로 절단하여 연속 생산하는 공정에서, 절단기 바로 뒤에 별도로 독립된 금형을 세로선(2) 또는 가로선(3) 선상의 길이 방향으로 3곳에 설치하여 망 눈의 철선 중심점을 동시에 절단 및 절곡하면 1곳의 철선이 좌, 우변으로 갈라지며 2개의 돌출부 지지대(6)가 형성됨으로 1가닥의 세로선(2) 또는 가로선(3) 선상에는 6개의 지지대(6)가 구성되고, 3.3m2의 용접철망(1) 내에 18개의 지지대(6)가 구성되며, 종전의 용접철망기계에서 생산되는 공정에 아무런 지장 없이 동시에 지지대(6)를 구성하는 용접철망(1) 및 이형용접철망을 제조하는 방법을 제공하는데 그 목적이 있다.The present invention continuously produces a welded wire mesh (1) in a conventional automatic welding wire mesh machine and cuts 3.3m 2 (1.8m × 1.8m) in a continuous production process, a separate mold separately immediately after the cutter vertical line (2) Alternatively, the wires are installed at three places in the longitudinal direction along the horizontal line (3) to cut and bend the iron wire center point of the mesh eye at the same time, so that the one wire is split to the left and right sides, and two protruding supports 6 are formed to form one vertical line. (2) or 6 supports 6 are arranged on the horizontal line (3), 18 supports (6) in the 3.3m 2 welded wire mesh (1), the process produced in the conventional welded wire mesh machine It is an object of the present invention to provide a method for manufacturing a welded wire mesh 1 and a releasing welded wire mesh constituting the support 6 at the same time without any problems.

본 발명의 용접철망(1)은 상기한바와 같이 종전의 자동용접철망기계에서 아무런 이상 없이 종전의 규격으로 용접철망(1)을 제조하며, 동시에 용접철망의 세로 선(2) 또는 가로선(3)의 철선 길이 방향으로 별도의 독립된 금형을 3곳에 설치하여 절단 및 절곡하여 6개의 지지대(6)를 형성하며 용접철망(1) 3.3m2내에 16개의 지지대(6)를 구성하여 줌으로 제조경비가 절감되고, 공사형장에서 콘크리트 타설(8) 시에 밟거나, 별도의 지지대(6)를 설치할 필요가 없이, 본 발명의 용접철망(1)에 절단 및 절곡된 돌출부의 지지대(6)를 지상에 안착하고, 그 위에 콘크리트타설(8)을 하면 자연히 구조 내력을 증가 시키며, 종전의 용접철망(1)을 2장설치 한 것과 같으며, 생산성, 시공성, 안전성, 경제성이 탁월하고 콘크리트 타설(8) 후 균열을 방지하는 일석삼조의 효과가 있는 것이다.The welded wire mesh 1 of the present invention manufactures the welded wire mesh 1 to the conventional standard without any problem in the conventional automatic welded wire mesh machine as described above, and at the same time the longitudinal line (2) or horizontal line (3) of the welded wire mesh by installing a separate independent mold with wire longitudinal direction, where the cutting and bending three configured to support six (6) 16 support (6) and in a 3.3m 2 mesh (1) by welding forming of the production cost with the zoom The support 6 of the protrusions cut and bent in the welded wire mesh 1 of the present invention can be stored on the ground without the need for stepping on the concrete pouring 8 at the construction site or installing a separate support 6. When it is seated and puts concrete on it, it naturally increases the structural strength, and it is the same as having installed two welding wire meshes (1), and it is excellent in productivity, workability, safety, and economy. It is effective of three stone trillion to prevent cracking after will be.

본 발명의 용접철망(1)은 3.3m2(1.8 ×1.8)내에 다수의 돌출부 지지대(6)가 구성되어 있는 것으로서,The welded wire mesh 1 of the present invention is composed of a plurality of projection support members 6 within 3.3 m 2 (1.8 × 1.8),

상세하게 설명하면 종전의 용접철망기계에서 소정의 규격으로 연속 생산되며 이송하여 3.3m2(1.8m ×1.8m)의 단위로 자동 절단되면서 연속생산을 하는 공정에서, 용접철망기계의 절단기 바로 뒤에, 별도로 1벌식 제조된 금형 3벌을 제조하여, 세로선(2) 또는 가로선(3)의 1가닥 길이 방향의 철선상의 3곳에 소정의 간격을 두고, 각 1벌식 3벌의 금형 가이드를 설치하고, 세로선(2) 또는 가로선(3)의 망 눈의 철선 중심을 절단하여 좌, 우 변으로 분리하는 동시에 절곡하여 돌출부 지지대(6)가 양쪽에 2개식 형성하고, 동시에 3벌의 금형이 작동하여 세로선(2) 또는 가로선(3) 상에는 도합 6개의 지지대(6)가 구성되며, 용접철망(1) 3.3m2(1.8m ×1.8m)내에 소정의 간격을 두고 세로선(2) 또는 가로선(3)의 철선 상에 3회 절단절곡 하여, 3.3m2(1.8m ×1.8m)의 용접철망(1)내에 도합 18개의 돌출부지지대(6)를 구성하는 용접철망 및 이형용접철망을 일원화하여 제조하는 것이다.In detail, the continuous welded wire mesh machine is continuously produced according to a predetermined standard, and is automatically cut into 3.3m 2 (1.8m × 1.8m) units in a continuous production process, immediately after the cutting machine of the welded wire mesh machine, Separately manufactured three sets of molds produced by the first set, each three sets of mold guides for each set of 1 pair of sets are installed at predetermined intervals on three places on the iron wire in the lengthwise direction of the longitudinal line 2 or the horizontal line 3, respectively. (2) Or cut the center of the iron wire of the mesh eye of the horizontal line (3) to the left and right sides at the same time, bent at the same time to form two projections (6) on both sides, at the same time three molds are operated to run the vertical line ( 2) or on the horizontal line 3, a total of six supports 6 are formed, and the welded wire mesh 1 of the vertical line 2 or the horizontal line 3 is spaced at a predetermined interval within 3.3 m 2 (1.8 m x 1.8 m). to three times the cutting bent on the wire, 3.3m 2 in a total of 18 welding wire (1) of (1.8m × 1.8m) A is prepared by unifying a welded wire mesh and a release welding wire constituting a support projection (6).

도면을 보며 상세하게 설명하면Looking at the drawings in detail

도 1은 KS D 7017의 규격으로 생산한 용접철망(1)의 사시도1 is a perspective view of a welded wire mesh 1 produced according to the standard of KS D 7017

소정의 규격으로 망 눈의 차수는 100m/m ×100m 의 정사각형 표준 치수 나비 1.8m 길이 1.8m 으로 세로선(2) 18가닥으로 나름 배열하고, 가로선(3) 18가닥은 1.8m 직선 절단한 씨 선으로 도합 36가닥의 철선으로 제조 구성된 용접철망(1)이다.According to the prescribed standard, the degree of mesh eye is 100m / m × 100m square standard size butterfly 1.8m length 1.8m, arranged in 18 lines of vertical lines (2), 18 lines of horizontal lines (3) 1.8m straight cut It is a welded wire mesh (1) made of a total of 36 strands of wire.

도 2는 KS D 7017의 규격으로 생산한 용접철망(1)의 사시도2 is a perspective view of a welded wire mesh 1 produced according to the standard of KS D 7017.

소정의 규격으로 망 눈의 치수는 150m/m ×150m/m의 정사각형 표준치수 나비 1.8m 길이 1.8m으로 세로선 12가닥으로 나름 배열 하고, 가로선 12가닥은 1,8m직선 절단한 씨 선으로 도합 24가닥의 철선으로 제조 구성된 용접철망(1)이다.According to the prescribed standard, the size of the mesh eye is 150m / m × 150m / m square standard size butterfly 1.8m in length 1.8m and arranged in 12 vertical lines, and the 12 horizontal lines are combined with 1,8m straight cut lines 24 It is a welded wire mesh (1) made of stranded wire.

도 3은 본 발명제품으로3 is a product of the present invention

표준규격 망 눈의 치수는 100m/m ×100m/m의 정사각형아고, 표준치수 나비1.8m 길이1.8m으로 세로선(2) 18가닥과 가로선(3) 18가닥으로 도합 36가닥의 배열로 구성된 3.3m2(1.8m ×1.8m)의 용접철망(1)으로서,The standard mesh eye is 100m / m × 100m / m square, and the standard size butterfly is 1.8m long and 1.8m in length, 3.3m consisting of a total of 36 strands consisting of 18 vertical and 2 horizontal lines. 2 (1.8m × 1.8m) welded wire mesh 1,

상기 용접철망(1)내에 세워진 돌출부지지대(6)를 18곳 구성하기위하여, 별도 로 소정의 형상으로 1벌식 각 각 3벌의 금형을 제조하여, 자동용접철망기계의 절단기 바로 뒤에 제조하여 나오는 용접철망(1)의 가로선(3) 4번째 철선의 길이 방향으로, 첫째 세로선(2) 3번째 칸 사이와, 둘째 세로선(2) 9번째 칸 사이와, 셋째 세로선(2) 15번째 칸 사이 등 3곳의 망 눈 철선중심부에, 별도로 제조된 금형을 1벌식 각 각 3곳에 3벌을 설치하고, 동시에 3곳의 금형 3벌이 망 눈 철선의 중심부를 절단하여 좌, 우변에 2가닥으로 분리하는 동시에 절곡하여 돌출부 지지대(6)가 2개식 3곳에 도합 6개의 지지대(6)가 구성되며,In order to construct 18 places of the projecting support members 6 which are erected in the welding wire mesh 1, each of the three sets of molds in a set of separate shapes is manufactured in a predetermined shape, and the welding is produced immediately after the cutting machine of the automatic welding wire mesh machine. Horizontal line (3) of the wire mesh (3) in the length direction of the fourth wire, between the first column (2) the third column, the second vertical line (2) between the ninth column, the third vertical line (2) between the 15th column, etc. 3 In the center of the wire wire of the place, three sets of separately manufactured molds are installed in each of three sets of one set, and at the same time, three sets of three molds cut the center of the wire of the wire and separate it into two strands on the left and right sides. It is bent and the support 6 is composed of a total of six supports (6) in two three places,

용접철망(1)을 계속 제조하여 이송되는 공정에서, 가로선(3) 4번째 철선에서부터 6번째 철선인 10번째 철선과, 다시10번째 철선에서 6번째 철선인 16번째 철선을 상기된 방법으로 3회 절단절곡하면 용접철망(1) 3.3m2(1.8m ×1.8m)내에 18개의 지지대(6)가 구성 되는데,In the process of continuously manufacturing and transporting the welded wire mesh (1), the tenth wire which is the sixth wire from the fourth wire of the horizontal line (3), and the sixteenth wire which is the sixth to sixth wire in the tenth wire again in the above-described method three times. When cutting and bending, the welded wire mesh (1) consists of 18 supports (6) within 3.3m 2 (1.8m × 1.8m).

이때 가로선(3) 철선6가닥 째 마다 연속 절단절곡하면서, 용접철망을 계속적으로 제조하면 3.3m2(1.8m ×1.8m)의 용접철망 내에 가로선(3) 철산을 3회 절단절곡 된 형상에 18개의 돌출부지지대(6)가 구성되어 있는 사시도 이고At this time, continuously cutting and bending every six wires of the horizontal wire (3), and continuously manufacturing the welded wire mesh, the shape of the horizontal wire (3) iron acid was cut and cut three times in the welded wire mesh of 3.3 m 2 (1.8 m x 1.8 m) three times. Is a perspective view of the two protruding support (6)

도 4는 본 발명 제품으로4 is a product of the present invention

표준규격 망 눈의 치수는 100m/m ×10m/m의 정사각형이고, 표준치수 나비 1.8m 길이 1.8m으로 세로선(2) 12가닥과 가로선(3) 12가닥으로 도합 24가닥으로 배열하여 구성된 3.3m2(1.8m ×1.8m)의 용접철망(1) 으로서,The standard mesh eye is 100m / m × 10m / m square, and the standard size butterfly 1.8m 1.8m long is 3.3m consisting of 12 vertical (2) strands and 12 horizontal (3) strands. 2 (1.8m × 1.8m) welded wire mesh 1,

상기 용접철망(1)내에 세워진 돌출부지지대(6)를 18곳에 구성하기 위하여, 별도로 소정의 형상으로 1벌식 각 각 3벌의 금형을 제조하여,In order to configure 18 protruding portion supporters 6 which are erected in the welded wire mesh 1 at each place, three sets of molds for each pair of sets are separately manufactured in a predetermined shape.

자동용접철망기계의 절단기 바로 뒤에 제조하여 나오는 용접철망(1)의 가로선(3) 3번째 철선의 길이 방향으로, 첫째 세로선(2) 2번째 칸 사이와, 둘째 세로선(2) 6번째 칸 사이와, 셋째 세로선(2) 10번째 칸 사이 등 3곳의 망 눈(4) 철선중심부에 별도로 제조된 금형을 1벌식 각 각 3곳에 3벌의 금형을 살치하고, 동시에 3곳의 금형 3벌이 망 눈(4) 철선의 중심부를 절단하여 좌, 우변에 2가닥으로 분리하는 동시에 절곡하여 돌출부 지지대(6)가 2개식 3곳에 도합 6개의 지지대(6)가 구성되며, 용접철망(1)을 계속 제조하여 이송되는 공정에서, 가로선(3) 3번째 철선으로부터 4번째 철선인 7번째 철선과, 다시 7번째 철산으로부터 4번째인 11번째 철선을 상기된 방법으로 3회 절단절곡하면 제용접철망(1) 3.3m2(1.8m ×1.8m)내에 18개의 지지대(6)가 구성 되는데,The horizontal line (3) of the welded wire mesh (1) manufactured immediately after the cutter of the automatic welding wire mesh machine in the longitudinal direction of the third steel wire, between the first vertical line (2) and the second column, and between the second vertical line (2) and the sixth column. (3) Three molds manufactured separately in the center of the steel wire, including three vertical wires (2) between the tenth compartment, and three molds in each of three places, and three molds at the same time. (4) By cutting the center of the steel wire and separating it into two strands on the left and right sides, and bending it, the projecting support (6) consists of six supports (6) in two types and three places, and continues to manufacture the welded wire mesh (1). In the process to be transported by cutting the horizontal wire (3) the seventh iron wire, which is the fourth iron wire from the third iron wire, and the eleventh iron wire, which is the fourth iron wire from the seventh iron acid, three times in the above-described manner, the weld welded wire mesh (1) 3.3m there is a support 18 (6) constructed in 2 (1.8m × 1.8m),

이때 가로선(3) 철선 4가닥 째마다 연속 절단절곡 하면서, 용접철망(1)을 계속 제조하면 3.3m2(1.8m ×1.8m)의 용접철망(1) 내에 가로선(3) 철선을 3회 절던 절곡된 형상에 18개의 돌출부지지대(6)가 구성되어 있는 사시도이고At this time, while continuously cutting and bending every 4 wires of the horizontal wire (3), if the welded wire mesh (1) is continuously manufactured, the horizontal wire (3) iron wire is cut three times in the welded wire mesh (1) of 3.3 m 2 (1.8 m x 1.8 m). 18 is a perspective view of the bent shape is composed of 18 protrusion support (6)

도 5는 본 발명 제품으로5 is a product of the present invention

정면도 및 측면도 이며, 1 가닥의 가로선(3)에 6개의 돌출부 지지대(6)가 구성된 형상이고, 세로선(2) 5칸마다 돌출부 지지대(6)가 구성된 형상이며,It is a front view and a side view, it is a shape which six protrusion support members 6 were formed in the horizontal line 3 of one strand, and the protrusion support member 6 was formed every 5 spaces of the vertical line 2,

도 6은 본 발명 제품으로6 is a product of the present invention

정면도 및 측면도로서 1 가닥의 가로선(3)에 6개의 돌출부 지지대(6)가 구성 된 형상이고, 세로선(2) 3칸마다 돌출부 지지대(6)가 구성된 형상이고,As a front view and a side view, it is a shape in which six protrusion support members 6 are formed in one horizontal line 3, and each of the three vertical lines 2 is a shape in which the protrusion support members 6 are formed,

도 7은 본 발명의 제품으로7 is a product of the present invention

시공 현장에서의 본 제품으로 지상에 설치한 후, 콘크리트 타설(8)한 단면도이다.It is sectional drawing which concrete was poured after installing on the ground with this product in a construction site.

상기와 같아 세로선(2)과 가로선(3)의 결합으로 형성되는 망 눈(4)과 나비 및 길이는 주문자의 요구에 의하여 증 감 할 수 있으며, 지지대(6)를 형성하는 세로선(2) 또는 가로선(3)의 절단 요점도 변경 가감 할 수 있다.As described above, the mesh eye 4 and the butterfly and the length formed by the combination of the vertical line 2 and the horizontal line 3 can be increased or decreased at the request of the orderer, and the vertical line 2 forming the support 6 or The cutting point of the horizontal line 3 can also be changed or added.

도 1은 종전의 망 눈의 치수 100m/m ×100m/m의 평면도1 is a plan view of a dimension of 100m / m × 100m / m of a conventional mesh eye

도 2는 종전의 망 눈의 치수 150m/m ×150m/m의 평면도Fig. 2 is a plan view of the dimensions 150m / m × 150m / m of a conventional mesh eye

도 3은 본 발명 제품의 망 눈의 치수 100 ×100m/m의 사시도Figure 3 is a perspective view of the dimensions 100 × 100 m / m of the mesh eye of the product of the present invention

도 4는 본 발명제품의 망 눈의 치수 150 ×150m/m의 사시도Figure 4 is a perspective view of the dimensions 150 × 150m / m of the mesh eye of the present invention

도 5는 본 발명재품의 정면도 및 측면도 (100×100)5 is a front view and a side view (100 x 100) of the present invention

도 6은 본 발명제품의 정면도 및 측면도 (150×150)6 is a front view and a side view (150 × 150) of the present invention.

도 7은 본 발명제품으로 지상에 설치하고 콘크리트 타설한 단면도7 is a cross-sectional view of the concrete installed in the present invention installed on the ground

"도면의 주요 부분에 대한 부호 설명""Description of Symbols for Main Parts of Drawings"

1. 용접철망 2. 세로선(나름) 3. 가로선(씨) 4. 망 눈1. Welded wire mesh 2. Longitudinal line (long) 3. Horizontal line (seed) 4. Mesh eye

5. 절단 절곡 된 곳 6. 돌출부 지지대 7. 지면5. Bending where cuts 6. Protrusion support 7. Ground

8. 콘크리트 타설8. Concrete pouring

Claims (2)

규격 나비 1.8m × 길이 1,8m에 망 눈의 치수 100m/m ×100m/m으로 세로선(2) 18가닥 과 가로선(3) 18가닥의 도합 36가닥으로 구성된 용접철망(1) 및 이형용접철망을 종전의 자동용접철망기계에서 연속제조하는 단계,Welded wire mesh (1) and hetero-welded wire mesh consisting of 36 vertical strands (2) and 18 strands (3) 18 strands in total length of 1.8m × 1,8m in mesh size 100m / m × 100m / m Continuous manufacturing in the conventional automatic welding wire mesh machine, 가로선(3) 4번째 철선의 길이 방향으로 첫째 세로선(2) 3번째 칸 사이와, 둘째 세로선(2) 9번째 칸 사이와, 셋째 세로선 15번째 칸 사이 등 3곳의 망 눈(4) 철선중심부에 별도로 금형을 1벌식 각 각 3곳에 3벌을 설치하는 단계,Horizontal line (3) In the longitudinal direction of the fourth steel wire, three mesh eyes (4) between the first vertical line (2) between the third compartment, the second vertical line (2) between the ninth compartment, and the third vertical line between the fifteenth compartment (4) To install 3 sets in 3 places for each set of molds 상기 와 같이 설치된 3곳의 금형 3벌이 가로선(3) 망 눈 철선의 중심부를 절단하여 좌, 우변에 2가닥으로 분리하는 동시에 돌출부 지지대(6) 2개를 형성하여, 3곳에 도합 6개의 지지대(6)가 구성되는 단계,Three sets of three molds installed as described above cut the central portion of the horizontal wire (3) mesh eye wire and separate it into two strands on the left and right sides, and at the same time, form two projection support members (6), and totally six supports ( 6) consists of steps, 용접철망이 연속 제조되어 이송 하는 공정에서, 가로선(3) 4번째 철선과, 또 10번째 철선과, 또 16번째 철선을, 6가닥 철선 간격으로 3회 절단절곡 하여 3.3m2(1.8m ×1.8m) 의 용접철망(1)내에 18개의 지지대(6)가 구성되는 것을 특징으로 하는 용접철망(1) 및 이형용접철망의 제조방법.In the process of continuously manufacturing and transporting welded wire mesh, the 3rd wire of the horizontal wire (3), the 10th wire, and the 16th wire are cut and bent three times at intervals of 6 strands of 3.3 m 2 (1.8 m × 1.8). m) A method for manufacturing a welded wire mesh (1) and a release welded wire mesh, characterized in that eighteen supports (6) are formed in the welded wire mesh (1). 규격 나비 1.8m ×길이 1.8m에 망 눈(4)의 치수 150m/m ×150m/m으로 세로선(2) 12가닥 과 가로선(3) 12가닥의 도합 24가닥으로 구성된 용접철망(1) 및 이형용접철망을 자동용접철망기계에서 연속 제조하는 단계,Welded wire mesh (1) and variant consisting of a total of 24 strands of 12 vertical strands (2) and 12 horizontal strands (3) with a diameter of 1.8m × 1.8m in length and 150m / m × 150m / m of the mesh eye (4). Continuously manufacturing welded wire mesh in automatic welding wire mesh machine, 가로선(3) 3번째 철선의 길이 방향으로 첫째 세로선(2) 2번째 칸 사이와, 둘째 6번째 칸 사이와, 셋째 10번째 칸 사이 등 3곳의 망 눈(4) 철선 중심부에 별도로 금형을 1벌식 각 각 3곳에 3벌을 설치하는 단계,Horizontal line (3) In the longitudinal direction of the third iron wire (3) Between the first vertical line (2) between the second compartment, between the second sixth compartment, and between the third 10th compartment (3), separate the mold in the center of the wire wire (4) Planting three in each of the three types of food, 상기와 같이 3곳에 설치된 3벌의 금형은 용접철망(1)을 제조하는 공정에서 동시에 가로선(3) 망 눈(4)의 철선 중심부를 동시에 절단 절곡하여 1곳에 좌, 우 변에 돌출부지지대(6) 2개를 세워주며 3곳에 도합 6개의 돌출부지지대(6)가 구성되는 단계,As described above, the three molds installed in three places simultaneously cut and bend the centers of the wires of the horizontal wires (3) and the eyes (4) in the process of manufacturing the welded wire mesh (1) at the same time. 2) upright two protruding support (6) is formed in three places, 용접철망(1)이 연속 제조되는 공정에서 가로선 3번째 철선과, 또 7번째 철선과, 또 11번째 철선을, 4가닥의 철선간격으로 3회 절단절곡하여 3.3m2(1.8m ×1.8m)의 용접철망(1)내에 18개 의 지지대(6)가 형성되는 것을 특징으로 하는 용접철망(1) 및 이형용접철망의 제조 방법.In the process of continuously manufacturing the welded wire mesh (1), the 3rd iron wire, the 7th iron wire, and the 11th iron wire are cut and bent three times at intervals of four strands of 3.3m 2 (1.8m × 1.8m). 18. A method for manufacturing a welded wire mesh (1) and a deformed welded wire mesh, characterized in that eighteen supports (6) are formed in the welded wire mesh (1).
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KR101302155B1 (en) * 2010-05-14 2013-08-30 기술뱅크(주) Selfsupport welded wire mesh
KR20170024346A (en) 2015-08-25 2017-03-07 백주현 A Wire net stacking machine
CN110405115A (en) * 2019-08-05 2019-11-05 湖南三一快而居住宅工业有限公司 Reinforced mesh welding equipment and reinforced mesh welding system
CN113714436A (en) * 2021-09-03 2021-11-30 中铁四局集团第二工程有限公司 Method for manufacturing positioning reinforcing mesh of railway prefabricated box girder

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JPH07217072A (en) * 1994-02-09 1995-08-15 Shimizu Corp Reinforcing bar and manufacture thereof
KR200392813Y1 (en) * 2005-05-18 2005-08-17 이강선 Welded Wire Mesh Without Spacer
KR200397621Y1 (en) 2005-05-24 2005-10-06 이강선 Welded wire mesh with carrying ring
KR100821968B1 (en) 2007-05-25 2008-04-15 윤창만 Wiremash

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KR101302155B1 (en) * 2010-05-14 2013-08-30 기술뱅크(주) Selfsupport welded wire mesh
KR101036410B1 (en) * 2011-01-19 2011-05-23 이인선 Welded wire netting
KR20170024346A (en) 2015-08-25 2017-03-07 백주현 A Wire net stacking machine
CN110405115A (en) * 2019-08-05 2019-11-05 湖南三一快而居住宅工业有限公司 Reinforced mesh welding equipment and reinforced mesh welding system
CN113714436A (en) * 2021-09-03 2021-11-30 中铁四局集团第二工程有限公司 Method for manufacturing positioning reinforcing mesh of railway prefabricated box girder
CN113714436B (en) * 2021-09-03 2023-02-03 中铁四局集团第二工程有限公司 Method for manufacturing positioning reinforcing mesh of railway prefabricated box girder

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