KR200456953Y1 - fiber for reinforcing concrete - Google Patents

fiber for reinforcing concrete Download PDF

Info

Publication number
KR200456953Y1
KR200456953Y1 KR2020090000085U KR20090000085U KR200456953Y1 KR 200456953 Y1 KR200456953 Y1 KR 200456953Y1 KR 2020090000085 U KR2020090000085 U KR 2020090000085U KR 20090000085 U KR20090000085 U KR 20090000085U KR 200456953 Y1 KR200456953 Y1 KR 200456953Y1
Authority
KR
South Korea
Prior art keywords
molding part
molding
concrete
body portion
reinforcing fiber
Prior art date
Application number
KR2020090000085U
Other languages
Korean (ko)
Other versions
KR20100007207U (en
Inventor
진인창
Original Assignee
(주)청조엔지니어링
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)청조엔지니어링 filed Critical (주)청조엔지니어링
Priority to KR2020090000085U priority Critical patent/KR200456953Y1/en
Publication of KR20100007207U publication Critical patent/KR20100007207U/en
Application granted granted Critical
Publication of KR200456953Y1 publication Critical patent/KR200456953Y1/en

Links

Images

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0616Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0625Polyalkenes, e.g. polyethylene
    • C04B16/0633Polypropylene
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0048Fibrous materials
    • DTEXTILES; PAPER
    • D01NATURAL OR MAN-MADE THREADS OR FIBRES; SPINNING
    • D01FCHEMICAL FEATURES IN THE MANUFACTURE OF ARTIFICIAL FILAMENTS, THREADS, FIBRES, BRISTLES OR RIBBONS; APPARATUS SPECIALLY ADAPTED FOR THE MANUFACTURE OF CARBON FILAMENTS
    • D01F6/00Monocomponent artificial filaments or the like of synthetic polymers; Manufacture thereof
    • D01F6/02Monocomponent artificial filaments or the like of synthetic polymers; Manufacture thereof from homopolymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • D01F6/04Monocomponent artificial filaments or the like of synthetic polymers; Manufacture thereof from homopolymers obtained by reactions only involving carbon-to-carbon unsaturated bonds from polyolefins
    • D01F6/06Monocomponent artificial filaments or the like of synthetic polymers; Manufacture thereof from homopolymers obtained by reactions only involving carbon-to-carbon unsaturated bonds from polyolefins from polypropylene
    • DTEXTILES; PAPER
    • D02YARNS; MECHANICAL FINISHING OF YARNS OR ROPES; WARPING OR BEAMING
    • D02JFINISHING OR DRESSING OF FILAMENTS, YARNS, THREADS, CORDS, ROPES OR THE LIKE
    • D02J1/00Modifying the structure or properties resulting from a particular structure; Modifying, retaining, or restoring the physical form or cross-sectional shape, e.g. by use of dies or squeeze rollers
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2501/00Application field
    • D07B2501/20Application field related to ropes or cables
    • D07B2501/2015Construction industries
    • D07B2501/2023Concrete enforcements
    • DTEXTILES; PAPER
    • D10INDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10BINDEXING SCHEME ASSOCIATED WITH SUBLASSES OF SECTION D, RELATING TO TEXTILES
    • D10B2321/00Fibres made from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • D10B2321/02Fibres made from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds polyolefins
    • D10B2321/022Fibres made from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds polyolefins polypropylene

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Textile Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Artificial Filaments (AREA)

Abstract

본 고안은 콘크리트와의 부착력이 우수한 콘크리트 보강섬유에 관한 것이다. 본 고안은 몸체부(11), 상기 몸체부(11)의 일면에 형성되는 요철부(15), 상기 몸체부(11)의 타면에 교대로 형성되는 제1성형부(20) 및 제2성형부(30);로 구성되고: 상기 제1성형부(20)는 요철형상으로 형성되고, 상기 제1성형부(20)의 두께는 상기 제2성형부(30)의 두께 보다 작고(T1<T2), 상기 제1성형부(20)의 폭은 상기 제2성형부(30)의 폭 보다 크게 형성(W1>W2)된다. 그리고 상기 몸체부(11)의 일면과 대략 직교하는 상기 제1성형부(20)의 양측면에도 요철형상(26,27)이 형성된다. 이와 같은 구성의 콘크리트 보강섬유는 서로 맞물려 연속적으로 회전하는 제1롤러(50)와 제2롤러(60) 사이를 몸체부(11)가 통과함에 의해 형성된다. 본 고안에 의하면 보강섬유가 콘크리트 내에 혼합되었을 때 콘크리트와의 부착력이 증대되는 이점이 있다. The present invention relates to a concrete reinforcing fiber with excellent adhesion to concrete. The present invention is the body portion 11, the uneven portion 15 formed on one surface of the body portion 11, the first molding portion 20 and the second molding alternately formed on the other surface of the body portion 11 And a portion 30; wherein the first molding portion 20 is formed in an uneven shape, and the thickness of the first molding portion 20 is smaller than the thickness of the second molding portion 30 (T1 <). T2), the width of the first molded part 20 is formed larger than the width of the second molded part 30 (W1> W2). In addition, irregularities 26 and 27 are formed on both side surfaces of the first molding part 20 that are substantially orthogonal to one surface of the body part 11. Concrete reinforcing fibers of such a configuration is formed by the body portion 11 passes between the first roller 50 and the second roller 60 which rotates in engagement with each other. According to the present invention, when the reinforcing fibers are mixed in the concrete, the adhesive force with the concrete is increased.

콘크리트 보강섬유, 요철, 롤러, 부착 Concrete reinforcing fiber, irregularities, rollers, attachment

Description

콘크리트 보강섬유{fiber for reinforcing concrete}Fiber for reinforcing concrete

본 고안은 콘크리트의 인장강도, 휨강도, 전단강도 등의 성질을 개선시키기 위해 콘크리트 내에 혼합되는 보강섬유에 관한 것이다. The present invention relates to reinforcing fibers mixed in concrete to improve the properties of tensile strength, flexural strength, shear strength and the like of concrete.

일반적으로 콘크리트는 압축에는 강하나 인장에는 약한 특성이 있고, 갑작스런 파괴를 일으키는 취성을 띄며, 균열에도 취약하다. 최근에는 콘크리트의 인장강도, 내구성 및 안정성을 향상시켜주기 위해 콘크리트에 강섬유, 유리섬유, 합성수지계 섬유와 같은 보강섬유를 혼합하여 사용하고 있다. In general, concrete is strong in compression but weak in tension, brittle, causing sudden fracture, and susceptible to cracking. Recently, in order to improve the tensile strength, durability, and stability of concrete, a mixture of reinforcing fibers such as steel fibers, glass fibers, and synthetic resin fibers is used.

이러한 보강섬유는 콘크리트의 인장강도, 휨강도, 에너지 흡수능력 등을 향상시켜 콘크리트의 취성파괴를 방지하고 연성파괴를 유도한다. 그리고 상기 보강섬유는 균열의 발생 및 진행을 억제하고 균열의 폭을 상당히 줄여주는 장점을 가지고 있어 널리 사용되고 있다. These reinforcing fibers improve the tensile strength, flexural strength and energy absorption capacity of concrete to prevent brittle fracture and induce ductile fracture of concrete. In addition, the reinforcing fiber is widely used because it has the advantage of suppressing the occurrence and progress of the crack and significantly reducing the width of the crack.

이러한 보강섬유는 사용 목적에 따라 재질이나 형상을 달리하여 사용되는데, 특히 합성수지계 섬유는 경화 초기 콘크리트에서 수분 증발로 인해 발생하는 수축균열을 억제하고, 투수성을 감소시켜 콘크리트의 사용성 및 내구성을 향상시킨다. These reinforcing fibers are used in different materials or shapes according to the purpose of use, in particular synthetic resin fibers to suppress the shrinkage cracking caused by the evaporation of water in the concrete during the initial curing, and reduce the permeability to improve the usability and durability of the concrete Let's do it.

하지만, 보강섬유는 기본적으로 콘크리트와의 부착성이 좋아야 본래의 기능 을 발휘할 수가 있다. 보강섬유의 부착성이 떨어지면 보강섬유가 있는 위치에서 콘크리트의 균열이 증가하게 되는 문제가 있다. However, the reinforcing fiber basically has good adhesion with concrete so that it can exhibit its original function. If the adhesion of the reinforcing fiber is poor, there is a problem that the crack of the concrete increases at the position of the reinforcing fiber.

본 고안의 목적은, 콘크리트와의 부착력이 강화된 콘크리트 보강섬유를 제공하는 것이다. It is an object of the present invention to provide a concrete reinforcing fiber reinforced adhesion with concrete.

상기한 바와 같은 목적을 달성하기 위한 본 고안의 특징에 따르면, 본 고안은 몸체부; 상기 몸체부의 일면에 형성되는 요철부; 상기 몸체부의 타면에 교대로 형성되는 제1성형부 및 제2성형부;로 구성되고: 상기 제1성형부는 요철형상으로 형성되고, 상기 제1성형부의 두께는 상기 제2성형부의 두께 보다 작고(T1<T2), 상기 제1성형부의 폭은 상기 제2성형부의 폭보다 크게 형성됨(W1>W2)을 특징으로 한다. According to a feature of the subject innovation for achieving the object as described above, the subject innovation is a body portion; An uneven portion formed on one surface of the body portion; And a first molding part and a second molding part which are alternately formed on the other surface of the body part, wherein the first molding part is formed in an uneven shape, and the thickness of the first molding part is smaller than the thickness of the second molding part ( T1 <T2), and the width of the first molding part is greater than the width of the second molding part (W1> W2).

상기 몸체부의 일면과 대략 직교하는 상기 제1성형부의 양측면에는 측면돌출부와 측면요입부가 번갈아가며 형성됨을 특징으로 한다. Both side surfaces of the first molding portion substantially perpendicular to one surface of the body portion are characterized in that the side projection and the side recess is formed alternately.

상기 몸체부의 일면에 형성되는 요철부는, 외주면을 둘러 상기 요철부와 대응되는 격자형의 돌기가 다수개 형성된 제1롤러에 의해 형성되고, 상기 몸체부의 타면에 형성되는 제1성형부 및 제2성형부는, 외주면에 상기 제1성형부와 대응되는 돌기부와 상기 제2성형부와 대응되는 요입채널이 교대로 형성되는 제2롤러에 의해 형성됨을 특징으로 한다. The uneven portion formed on one surface of the body portion is formed by a first roller formed with a plurality of lattice-shaped protrusions corresponding to the uneven portion surrounding the outer circumferential surface, and the first and second molding portions formed on the other surface of the body portion. The part may be formed by a second roller having alternately formed protrusions corresponding to the first molding part and recessed channels corresponding to the second molding part on an outer circumferential surface thereof.

상기 몸체부는 합성수지 재질로 형성됨을 특징으로 한다. The body portion is characterized in that formed of synthetic resin material.

상기 몸체부는 폴리프로필렌 재질로 형성되고, 플랙시블함을 특징으로 한다. The body portion is formed of a polypropylene material, characterized in that the flexible.

본 고안에 의하면, 보강섬유의 일면이 요철형상으로 형성되고, 보강섬유의 타면 중 제1성형부도 요철형상으로 형성된다. 또한, 제1성형부의 두께가 제2성형부의 두께보다 얇게 형성됨에 의해 제1성형부가 요입되는 부분이 되고 제2성형부가 돌출되는 부분이 된다. 그리고 상기 보강섬유의 일면과 대략 직교하게 형성되는 양측면은 올록볼록하게 형성되어 요철형상이 되며, 제1성형부의 폭이 제2성형부의 폭 보다 크게 형성됨에 의해 상기 제1성형부가 돌출되는 부분이 되고 제2성형부가 요입되는 부분이 된다. 이와 같은 보강섬유는 콘크리트 내에 혼합되었을 때 콘크리트와의 부착이 잘 유지된다. 이에 따라 콘크리트의 균열이 현저히 감소되고 콘크리트의 내구성이 향상되는 효과가 있다. According to the present invention, one surface of the reinforcing fiber is formed in an uneven shape, and the first molded part of the other surface of the reinforcing fiber is also formed in an uneven shape. In addition, since the thickness of the first molded part is formed to be thinner than the thickness of the second molded part, the first molded part becomes recessed and the second molded part protrudes. And both sides formed to be substantially orthogonal to one surface of the reinforcing fiber is formed convexly concave and convex shape, the width of the first molding portion is formed larger than the width of the second molding portion to be a portion protruding the first molding portion The second molding portion becomes a recessed portion. Such reinforcing fibers are well adhered to the concrete when mixed in the concrete. Accordingly, the crack of the concrete is significantly reduced and the durability of the concrete is improved.

이하 본 고안에 의한 콘크리트 보강섬유의 바람직한 실시예의 구성을 도면을 참고하여 상세하게 설명하기로 한다.Hereinafter, the configuration of a preferred embodiment of the concrete reinforcing fiber according to the present invention will be described in detail with reference to the drawings.

도 1은 본 고안에 의한 콘크리트 보강섬유의 바람직한 실시예를 개략적으로 보인 사시도이고, 도 2는 본 고안 실시예의 저면을 개략적으로 보인 저면도이며, 도 3은 본 고안 실시예의 평면을 개략적으로 보인 평면도이며, 도 4는 본 고안 실시예의 구성을 개략적으로 보인 단면도이고, 도 5는 본 고안에 의한 보강섬유를 성형하는 제1및 제2롤러를 보인 개략도면이다. 1 is a perspective view schematically showing a preferred embodiment of the concrete reinforcing fiber according to the present invention, Figure 2 is a bottom view schematically showing the bottom of the present invention, Figure 3 is a plan view schematically showing a plane of the present invention embodiment 4 is a cross-sectional view schematically showing the configuration of an embodiment of the present invention, Figure 5 is a schematic view showing the first and second rollers for forming the reinforcing fiber according to the present invention.

설명의 편의를 위해 도 5에 도시된 제1 및 제2롤러(50,60)의 구성을 먼저 설명한다. 제1롤러(50)와 제2롤러(60)는 서로 맞물려 연속적으로 회전되도록 구성된다. 제1롤러(50)의 외주면을 따라서는 다수개의 돌기(51)들이 격자형으로 형성된 다. 그리고 제2롤러(60)의 외주면을 따라서는 다수개의 돌기들이 격자형으로 형성되는 돌기부(62)와 상기 제2롤러(60)의 내측으로 요입되는 요입채널(64)이 교대로 형성된다. For convenience of explanation, the configuration of the first and second rollers 50 and 60 shown in FIG. 5 will be described first. The first roller 50 and the second roller 60 are configured to engage with each other to rotate continuously. Along the outer circumferential surface of the first roller 50, a plurality of protrusions 51 are formed in a lattice shape. In addition, along the outer circumferential surface of the second roller 60, a protrusion 62 having a plurality of protrusions formed in a lattice shape and a concave channel 64 recessed into the second roller 60 are alternately formed.

도 1에 도시된 바와 같이, 콘크리트 보강섬유(10)의 골격을 몸체부(11)가 형성한다. 상기 몸체부(11)는 합성수지 재질로 형성되며, 대략 납작한 바아형상이다. 본 실시예에서는 상기 몸체부(11)가 폴리프로필렌 재질로 형성된다. 상기 몸체부(11)는 재질과 형상의 특성상 플랙시블하게 형성된다.As shown in Figure 1, the body portion 11 forms the skeleton of the concrete reinforcing fiber (10). The body portion 11 is formed of a synthetic resin material, and has a substantially flat bar shape. In the present embodiment, the body portion 11 is formed of a polypropylene material. The body portion 11 is formed to be flexible in the nature of the material and shape.

상기 몸체부(11)는 서로 맞물려 연속적으로 회전하는 제1롤러(50)와 제2롤러(60) 사이에 소재가 통과함에 의해 성형되고, 소정 길이로 절단됨에 의해 완성된다. The body portion 11 is formed by passing the material between the first roller 50 and the second roller 60 which rotates in engagement with each other and is completed by cutting to a predetermined length.

서로 맞물린 제1롤러(50)와 제2롤러(60) 사이를 통과하는 몸체부(11)의 일면은 상기 제1롤러(50)의 형상과 대응되도록 형성되고, 상기 몸체부(11)의 타면은 상기 제2롤러(60)의 형상과 대응되도록 형성된다. One surface of the body portion 11 passing between the first roller 50 and the second roller 60 engaged with each other is formed to correspond to the shape of the first roller 50, the other surface of the body portion 11 Is formed to correspond to the shape of the second roller 60.

여기에서 도 2와 같이, 상기 몸체부(11)의 일면에는 요철부(15)가 형성된다. 상기 요철부(15)는 상기 제1롤러(50)의 외주면 형상과 대응되도록 형성된다. 이러한 요철부(15)는 요홈(16)과 돌출부(17)로 구성되어 있다. 상기 요홈(16)은 제1롤러(50)의 돌기(51)들에 의해 눌러져 요입된 부분이다. 그리고 상기 돌출부(17)는 상기 몸체부(11)에 상기 요홈(16)들이 형성됨에 의해 상대적으로 돌출되는 부분이다.Here, as shown in FIG. 2, an uneven portion 15 is formed on one surface of the body portion 11. The uneven part 15 is formed to correspond to the outer circumferential surface shape of the first roller 50. The uneven portion 15 is composed of a groove 16 and the protrusion 17. The groove 16 is a portion recessed by being pressed by the protrusions 51 of the first roller 50. The protrusion 17 is a portion protruding relatively by the grooves 16 formed in the body portion 11.

한편, 도 1과 도 3에 도시된 바와 같이, 상기 몸체부(11)의 타면에는 제1성 형부(20)와 제2성형부(30)가 상기 몸체부(11)의 길이방향으로 교대로 형성된다. 상기 제1성형부(20)는 상기 제2롤러(60)에 형성된 돌기부(62)와 대응되는 요철형상으로 형성된다. 즉, 상기 제1성형부(20)는 다수개의 요홈(22)과 돌출부(23)로 구성된다. 상기 제1성형부(20)의 요홈(22)들은 상기 제2롤러(60)의 외주면에 형성된 돌기부(62)에 의해 눌려 형성되는 것이다. 그리고 상기 제1성형부(20)의 돌출부(23)는 상기 몸체부(11)의 타면에 상기 요홈(22)들이 형성됨에 의해 상대적으로 돌출되는 부분이다. Meanwhile, as shown in FIGS. 1 and 3, the first molding part 20 and the second molding part 30 alternately in the longitudinal direction of the body part 11 on the other surface of the body part 11. Is formed. The first molding part 20 is formed in a concave-convex shape corresponding to the protrusion 62 formed in the second roller 60. That is, the first molding part 20 is composed of a plurality of grooves 22 and the protrusion 23. The grooves 22 of the first molding part 20 are pressed by the protrusions 62 formed on the outer circumferential surface of the second roller 60. In addition, the protrusion 23 of the first molding part 20 is a part protruding relatively by forming the grooves 22 on the other surface of the body part 11.

한편, 제2성형부(30)는 상기 제2롤러(60)에 형성된 요입채널(64)에 대응되는 부분으로, 실제로 상기 몸체부(11)에서 상기 제2롤러(60)에 의해 성형이 이루어지지 않는 부분이다.On the other hand, the second molding portion 30 is a portion corresponding to the concave channel 64 formed in the second roller 60, the molding is actually made by the second roller 60 in the body portion (11). This is the part that does not lose.

상기 제1성형부(20)의 양측면 즉, 상기 몸체부(11)의 일면과 대략 직교하는 양측면은, 상기 제2롤러(60)의 돌기부(62)에 의해 눌러짐에 따라 올록볼록하게 형성된다. 즉, 도 1과 3에 도시된 바와 같이, 상기 제1성형부(20)의 양측면에는 측면돌출부(26)와 측면요입부(27)가 번갈아가며 형성된다. Both sides of the first molding part 20, that is, both sides that are substantially orthogonal to one surface of the body part 11, are convexly formed as pressed by the protrusions 62 of the second roller 60. . That is, as shown in FIGS. 1 and 3, side projections 26 and side recesses 27 are alternately formed on both side surfaces of the first molding part 20.

상기 측면돌출부(26)는 상기 몸체부(11)에 요홈(22)이 형성됨에 의해 상기 몸체부(11)가 눌러져 상기 몸체부(11)의 측방으로 돌출되는 부분이다. 그리고 상기 요입부(27)는 상기 인접한 두 개의 요홈(22) 사이 부분으로 상기 측면돌출부(26)에 비하여 상대적으로 요입되게 형성된다.The side protrusion part 26 is a part protruding to the side of the body part 11 by pressing the body part 11 by the groove 22 is formed in the body part 11. In addition, the concave portion 27 is formed to be concave relative to the side projection portion 26 as a portion between the two adjacent grooves 22.

또한, 상기 제1성형부(20)는 요홈(22)들이 형성됨에 의해 상기 제2성형부(30) 보다 두께가 얇게 형성되고(T1<T2), 폭이 넓게 형성된다(W1>W2). In addition, since the grooves 22 are formed in the first molding part 20, the first molding part 20 is formed to be thinner than the second molding part 30 (T1 <T2), and is formed to have a wide width (W1> W2).

이하 상기한 바와 같은 구성을 가지는 본 고안에 의한 콘크리트 보강섬유의 작용을 상세하게 설명한다. Hereinafter will be described in detail the action of the concrete reinforcing fiber according to the present invention having the configuration as described above.

본 고안에 의한 보강섬유(10)에 의하면, 외면이 모두 요철형상으로 형성된다. 즉, 보강섬유(10)의 일면은 격자형의 요홈(16)과 돌출부(17)에 의해 요철형상으로 형성된다. 그리고 상기 보강섬유(10)의 타면은 제1성형부(20)에 형성된 요홈(22)과 돌출부(23)들에 의해 요철형상으로 형성된다. 또한, 제1성형부(20)의 두께가 제2성형부(30)의 두께보다 얇게 형성됨에 의해 제1성형부(20)가 요입되는 부분이 되고 제2성형부(30)가 돌출되는 부분이 된다.According to the reinforcing fiber 10 according to the present invention, all of the outer surface is formed into an uneven shape. That is, one surface of the reinforcing fiber 10 is formed in a concave-convex shape by the lattice groove 16 and the protrusion 17. The other surface of the reinforcing fiber 10 is formed in an uneven shape by the recesses 22 and the protrusions 23 formed in the first molding part 20. In addition, since the thickness of the first molding part 20 is formed to be thinner than the thickness of the second molding part 30, the first molding part 20 is recessed, and the second molding part 30 protrudes. Becomes

상기 보강섬유(10)의 일면과 대략 직교하게 형성되는 양측면은 상기 제1성형부(20)가 제2롤러(60)의 돌기부(62)에 의해 눌러짐에 의해 올록볼록하게 형성되어 요철형상(26,27)이 된다. 그리고 상기 제1성형부(20)의 폭이 제2성형부(30)의 폭 보다 크게 형성됨에 의해 상기 제1성형부(20)가 돌출되는 부분이 되고 제2성형부(30)가 요입되는 부분이 된다.Both sides formed to be substantially perpendicular to one surface of the reinforcing fiber 10 is formed convexly convex by pressing the first molding portion 20 by the protrusions 62 of the second roller 60. 26,27). In addition, the width of the first molding part 20 is greater than the width of the second molding part 30, so that the first molding part 20 protrudes and the second molding part 30 is recessed. Becomes a part.

이와 같은 구성의 보강섬유(10)에 의하면, 콘크리트 내에 혼합되었을 때 콘크리트와의 부착력이 증대된다. 이에 따라, 보강섬유가 콘크리트 내에서 기능을 제대로 발휘할 수 있게 된다. 따라서 콘크리트의 균열이 현저히 감소되고 콘크리트의 내구성이 향상된다. According to the reinforcing fiber 10 of such a structure, the adhesion force with concrete increases when it mixes in concrete. Accordingly, the reinforcing fiber can properly function in the concrete. Therefore, the cracking of the concrete is significantly reduced and the durability of the concrete is improved.

본 고안의 권리는 위에서 설명된 실시예에 한정되지 않고 청구범위에 기재된 바에 의해 정의되며, 본 고안의 기술분야에서 통상의 지식을 가진 자가 청구범위에 기재된 권리범위 내에서 다양한 변형과 개작을 할 수 있다는 것은 자명하다.The rights of the present invention are not limited to the embodiments described above, but are defined by the claims, and various changes and modifications can be made by those of ordinary skill in the art within the scope of the claims. It is self-evident.

본 실시예에서는 몸체부(11)의 일면과 타면의 형상이 다른 것으로 설명하였으나, 몸체부의 양면이 모두 위에서 설명한 몸체부(11)의 타면 형상으로 형성될 수도 있다. 즉, 제2롤러(60) 두 개를 서로 마주하여 회전하도록 설치한 상태에서 그 사이에 몸체부(11)를 통과시키는 것에 의해 보강섬유(10)를 성형할 수도 있다. In this embodiment, the shape of one surface and the other surface of the body portion 11 has been described as being different, but both sides of the body portion may be formed in the other surface shape of the body portion 11 described above. That is, the reinforcing fiber 10 may be molded by passing the body part 11 therebetween in a state in which two second rollers 60 are installed to rotate to face each other.

또한, 본 실시예에서는 요철형상을 격자형의 돌기들에 의해 형성되었으나, 반드시 돌기들이 격자형으로 될 필요는 없고, 설계조건에 따라 다양한 형상으로 구성될 수 있다. In addition, in this embodiment, the concave-convex shape is formed by the lattice-shaped projections, but the projections do not necessarily have to be lattice-shaped, and may be configured in various shapes according to design conditions.

도 1은 본 고안에 의한 콘크리트 보강섬유의 바람직한 실시예를 개략적으로 보인 사시도.1 is a perspective view schematically showing a preferred embodiment of the concrete reinforcing fiber according to the present invention.

도 2는 본 고안 실시예의 저면을 개략적으로 보인 저면도.Figure 2 is a bottom view schematically showing the bottom of the present invention embodiment.

도 3은 본 고안 실시예의 평면을 개략적으로 보인 평면도.3 is a plan view schematically showing a plane of an embodiment of the present invention.

도 4는 본 고안 실시예의 구성을 개략적으로 보인 단면도.Figure 4 is a schematic cross-sectional view showing the configuration of an embodiment of the present invention.

도 5는 본 고안에 의한 보강섬유를 성형하는 제1및 제2롤러를 보인 개략도.Figure 5 is a schematic view showing a first and a second roller forming a reinforcing fiber according to the present invention.

*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

10: 콘크리트 보강섬유 11: 몸체부10: concrete reinforcing fiber 11: body

15: 요철부 16: 요홈15: uneven portion 16: groove

17: 돌출부 20: 제1성형부17: protrusion 20: first molding

22: 요홈 23: 돌출부22: groove 23: protrusion

26: 측면돌출부 27: 측면요입부26: side projection 27: side recess

30: 제2성형부 50: 제1롤러30: second molding part 50: first roller

51: 돌기 60: 제2롤러51: protrusion 60: second roller

62: 돌기부 64: 요입채널62: projection 64: concave channel

Claims (5)

몸체부;Body portion; 상기 몸체부의 일면에 형성되는 요철부;An uneven portion formed on one surface of the body portion; 상기 몸체부의 타면에 교대로 형성되는 제1성형부 및 제2성형부;로 구성되고:And a first molding part and a second molding part which are alternately formed on the other surface of the body part: 상기 제1성형부는 요철형상으로 형성되고, 상기 제1성형부의 두께는 상기 제2성형부의 두께 보다 작고(T1<T2), 상기 제1성형부의 폭은 상기 제2성형부의 폭보다 크게 형성(W1>W2)되고,The first molding part is formed in an uneven shape, and the thickness of the first molding part is smaller than the thickness of the second molding part (T1 <T2), and the width of the first molding part is greater than the width of the second molding part (W1 > W2), 상기 몸체부의 일면과 직교하는 상기 제1성형부의 양측면에는 측면돌출부와 측면요입부가 번갈아가며 형성됨을 특징으로 하는 콘크리트 보강섬유.Concrete reinforcing fiber, characterized in that the side projection and the side recess is formed alternately on both sides of the first molding portion orthogonal to one surface of the body portion. 제 1 항에 있어서, 상기 몸체부의 일면에 형성되는 요철부는, 외주면을 둘러 상기 요철부와 대응되는 격자형의 돌기가 다수개 형성된 제1롤러에 의해 형성되고, The method of claim 1, wherein the uneven portion formed on one surface of the body portion is formed by a first roller formed with a plurality of lattice-shaped projections corresponding to the uneven portion surrounding the outer peripheral surface, 상기 몸체부의 타면에 형성되는 제1성형부 및 제2성형부는, 외주면에 상기 제1성형부와 대응되는 돌기부와 상기 제2성형부와 대응되는 요입채널이 교대로 형성되는 제2롤러에 의해 형성됨을 특징으로 하는 콘크리트 보강섬유.The first molding part and the second molding part formed on the other surface of the body part are formed by a second roller having protrusions corresponding to the first molding part and recessed channels corresponding to the second molding part alternately formed on the outer circumferential surface thereof. Concrete reinforcing fiber, characterized in that. 제 2 항에 있어서, 상기 몸체부는 합성수지 재질로 형성됨을 특징으로 하는 콘크리트 보강섬유.3. The concrete reinforcing fiber according to claim 2, wherein the body portion is formed of a synthetic resin material. 제 3 항에 있어서, 상기 몸체부는 폴리프로필렌 재질로 형성되고, 플랙시블함을 특징으로 하는 콘크리트 보강섬유.4. The concrete reinforcing fiber of claim 3, wherein the body part is made of a polypropylene material and is flexible. 삭제delete
KR2020090000085U 2009-01-05 2009-01-05 fiber for reinforcing concrete KR200456953Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020090000085U KR200456953Y1 (en) 2009-01-05 2009-01-05 fiber for reinforcing concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020090000085U KR200456953Y1 (en) 2009-01-05 2009-01-05 fiber for reinforcing concrete

Publications (2)

Publication Number Publication Date
KR20100007207U KR20100007207U (en) 2010-07-14
KR200456953Y1 true KR200456953Y1 (en) 2011-11-30

Family

ID=44452578

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2020090000085U KR200456953Y1 (en) 2009-01-05 2009-01-05 fiber for reinforcing concrete

Country Status (1)

Country Link
KR (1) KR200456953Y1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017183811A1 (en) * 2016-04-19 2017-10-26 최일호 Reinforcement fiber having multiple linear grooves, and mortar and ascon having same reinforcement fiber mixed therein

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102435624B1 (en) * 2021-08-25 2022-08-25 (주)신오엔지니어링 Fiber reinforcement for concrete using polyamide material
KR102435625B1 (en) * 2021-08-25 2022-08-25 (주)신오엔지니어링 Fiber reinforcement for concrete using composite polymer materials

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59174552A (en) * 1983-03-18 1984-10-03 松下電工株式会社 Inorganic hardened body
JP2006143541A (en) * 2004-11-22 2006-06-08 Dainichi Seikan Kk Polypropylene short fiber for concrete reinforcement
JP2006169105A (en) 2006-01-20 2006-06-29 Sango:Kk Short fiber for concrete reinforcement, and its manufacturing method
JP2006256950A (en) 2005-02-15 2006-09-28 Cmc Kk Polypropylene fiber for reinforcing concrete

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59174552A (en) * 1983-03-18 1984-10-03 松下電工株式会社 Inorganic hardened body
JP2006143541A (en) * 2004-11-22 2006-06-08 Dainichi Seikan Kk Polypropylene short fiber for concrete reinforcement
JP2006256950A (en) 2005-02-15 2006-09-28 Cmc Kk Polypropylene fiber for reinforcing concrete
JP2006169105A (en) 2006-01-20 2006-06-29 Sango:Kk Short fiber for concrete reinforcement, and its manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017183811A1 (en) * 2016-04-19 2017-10-26 최일호 Reinforcement fiber having multiple linear grooves, and mortar and ascon having same reinforcement fiber mixed therein

Also Published As

Publication number Publication date
KR20100007207U (en) 2010-07-14

Similar Documents

Publication Publication Date Title
KR200456953Y1 (en) fiber for reinforcing concrete
US9012000B2 (en) Spacer
ITVI940172A1 (en) MODULAR INSULATING THERMO-ACOUSTIC SHOCK ABSORBER PANEL WITH QUICK ASSEMBLY AND MANUFACTURING METHOD OF THE SAME.
KR101818799B1 (en) Rolling element accommodating tool
KR101198942B1 (en) Plate product using natural stone for floor and wall finishing
KR20030077433A (en) Mold-in fastening member and process for producing molded resin article having the same
CN104066906A (en) Composite corner bead
KR101037912B1 (en) Plate product using natural stone for floor and wall finishing
KR102072418B1 (en) Alumininum sash for protection against heat
KR101835011B1 (en) Panel for heating
KR101128363B1 (en) Ultra High Performance Concrete Cap for Manhole having Tensile Reinforcing Steel Member
KR101190767B1 (en) Stone Block And Construction Method There Of For Side Walk Packing
KR102341131B1 (en) Lightweight stone deck
KR101491647B1 (en) Wave shaped fiber reinforced corrugating panel with fiber strand and multi fiber sheets, and construction method using the same
KR20180000397U (en) Elastic joint band for boundary stone and boundary stone assembly having the same
KR200281439Y1 (en) Gusset plate for architecture
KR200452855Y1 (en) Connecting construction of shock-absorbing using connecting member for supporting plate
KR20070048830A (en) Constructing structure of rubber block using waste tire having construction stability
KR20150066025A (en) building material to noise prevention
KR101613430B1 (en) Rehabilitated Structure Having Anchor Type FRP Layer and Manufacturing Method Thereof
KR200470693Y1 (en) Fishing Member Package with Red Clay Plate
KR101347399B1 (en) Block type panel frame for exterior insulation
CN220483516U (en) Combined keel capable of resisting composite deformation and bodyboard
CN207959293U (en) TPO fiber interfaces enhance link network steel side waterstop
US20160186417A1 (en) Basin moulding, for example a kitchen sink, a washbasin or the like, and method for producing such a basin moulding

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
J201 Request for trial against refusal decision

Free format text: TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

Free format text: TRIAL NUMBER: 2011101006672; TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

AMND Amendment
B701 Decision to grant
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20141005

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee