KR20030082734A - Mold for manufacturing concrete sleeper - Google Patents

Mold for manufacturing concrete sleeper Download PDF

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Publication number
KR20030082734A
KR20030082734A KR1020020021200A KR20020021200A KR20030082734A KR 20030082734 A KR20030082734 A KR 20030082734A KR 1020020021200 A KR1020020021200 A KR 1020020021200A KR 20020021200 A KR20020021200 A KR 20020021200A KR 20030082734 A KR20030082734 A KR 20030082734A
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KR
South Korea
Prior art keywords
concrete
shielding
mold
molding spaces
plural
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KR1020020021200A
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Korean (ko)
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KR100463989B1 (en
Inventor
허규판
Original Assignee
주식회사 삼성산업
주식회사 삼성콘크리트
주식회사 보림에쓰에쓰
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Priority to KR10-2002-0021200A priority Critical patent/KR100463989B1/en
Publication of KR20030082734A publication Critical patent/KR20030082734A/en
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Publication of KR100463989B1 publication Critical patent/KR100463989B1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/06Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0029Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • B28B7/0035Moulds characterised by the way in which the sidewalls of the mould and the moulded article move with respect to each other during demoulding
    • B28B7/0044Moulds characterised by the way in which the sidewalls of the mould and the moulded article move with respect to each other during demoulding the sidewalls of the mould being only tilted away from the sidewalls of the moulded article, e.g. moulds with hingedly mounted sidewalls
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE: A mold for manufacturing concrete sleepers is provided, which not only improves rigidity of the concrete sleepers by filling a plural steel wires in the concrete sleepers, but also manufactures a large quantities of the concrete sleepers by filling a plural steel wires in the concrete sleepers. CONSTITUTION: The mold(1) comprises a base(10); a form(20) which is formed on the base, and in which a plural molding spaces(21) are formed side by side so that concrete is poured into the plural molding spaces and cured therein; a pair of shielding plates(30,30') for shielding front and rear parts of the respective molding spaces with being hinge connected to the front and rear sides of the form; a plural steel wires(40) which are longitudinally installed in the respective molding spaces, and both ends of which are removably fixed to the shielding plates so that the steel wires are filled in the concrete to be cured so as to increase strength of cured concrete; and a plural steel wire supports(50) which are installed at front and rear parts inside the respective molding spaces so that the plural steel wire supports support both sides of the respective steel wires in the state that the steel wires are floated, wherein the respective shielding plates comprise a plural shielding parts(31,31') for shielding front and rear parts of the respective molding spaces to shield the front and rear parts of the molding spaces at the same time, and wherein a lower part of the shielding plates is hinge connected to a lower part of the front and rear parts of the form so that an upper part of the shielding plates is vertically rotated around the lower part of the form.

Description

콘크리트 침목 제조용 몰드{MOLD FOR MANUFACTURING CONCRETE SLEEPER}MOLD FOR MANUFACTURING CONCRETE SLEEPER}

본 발명은 철도의 레일을 고정 지지하는 콘크리트 침목을 제조용 몰드에 관한 것으로, 특히 콘크리트 침목에 복수개의 강선을 매설하여 강성을 향상시킴과 아울러 많은 양의 콘크리트 침목을 제조할 수 있는 콘크리트 침목 제조용 몰드에 관한 것이다.The present invention relates to a mold for manufacturing a concrete sleeper for fixing a rail of a railroad, and particularly to a mold for manufacturing a concrete sleeper that can improve a rigidity by embedding a plurality of steel wires in a concrete sleeper and to manufacture a large amount of concrete sleepers. It is about.

일반적으로 침목은 레일도상(道床)에 일정 간격으로 배열되어 그 위에 레일을 깔고 정착시킴으로써 궤간(레일과 레일 사이의 간격)을 정확히 유지시키고, 또 레일에 가해지는 열차하중을 도상을 통해 노반(路盤)에 전달하는 것이다.In general, the sleepers are arranged at regular intervals on the rail, and the rails are laid on and fixed on the rails so that the tracks (gaps between the rails and the rails) are maintained accurately and the train loads applied to the rails are laid on the roadbed. ) To pass.

이와 같은 기능을 갖는 침목의 소재로는 일반적으로 목재가 주로 이용되어 왔으나, 목재는 중량이 가볍고 취급이 용이한 반면 부패하는 결점이 있고 산림의 훼손으로 자원을 고갈시키는 등의 문제점이 있다.As a material for sleepers having such a function, wood has generally been mainly used, but wood has a problem such as being light in weight and easy to handle while depleting defects and depleting resources due to forest damage.

따라서, 근래에는 콘크리트 침목이 주로 사용되고 있으며, 상기 콘크리트 침목은 침목 형상을 갖는 거푸집내에 콘크리트를 타설하고 공기중에서 양생시킨 후 거푸집으로부터 양생된 침목을 취출하는 방식으로 제조가 이루어진다.Therefore, in recent years, a concrete sleeper is mainly used, and the concrete sleeper is manufactured by pouring concrete into a form having a sleeper shape and curing in air, and then taking out the cured sleeper from the formwork.

그러나, 종래에 상술한 바와 같이 콘크리트 침목을 제조하는 경우, 거푸집내에 콘크리트만을 타설한 후 양생하여 침목을 제조하므로, 침목의 강도가 약하여 기차의 반복적인 운행에 의해 발생하는 충격하중에 의해 내구성이 현저하게 저하되는 문제점이 있었다.However, when manufacturing the concrete sleepers as described above in the prior art, since only the concrete is poured into the form and then cured to manufacture the sleepers, the strength of the sleepers is weak and durability is remarkable due to the impact load generated by repeated operation of the train. There was a problem that is degraded.

이에, 본 발명은 상기와 같은 종래의 문제점을 해소하기 위하여, 거푸집에 콘크리트가 타설되어 양생되는 복수개의 성형공간을 형성하고, 각 성형공간내에서 양생되는 콘크리트에 복수개의 강선을 긴장된 상태로 매설함으로써, 양생된 콘크리트 침목의 강도를 증대시킬 수 있을 뿐만 아니라 많은 양의 콘크리트 침목을 제조할 수 있는 콘크리트 침목 제조용 몰드를 제공하는데 그 목적이 있다.Accordingly, the present invention forms a plurality of molding spaces to be cured by pouring concrete in the formwork, in order to solve the above conventional problems, and by embedding a plurality of steel wires in the tension state in the concrete to be cured in each molding space In addition, the object of the present invention is to provide a mold for producing a concrete sleeper that can increase the strength of the cured concrete sleeper as well as produce a large amount of concrete sleepers.

도 1은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드가 설치된 상태를 나타낸 설치상태도.1 is an installation state showing a state in which a mold for producing concrete sleepers according to an embodiment of the present invention is installed.

도 2는 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 사시도.Figure 2 is a perspective view of a mold for producing concrete sleepers according to an embodiment of the present invention.

도 3은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 측면도.Figure 3 is a side view of a mold for producing concrete sleepers according to an embodiment of the present invention.

도 4는 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 평면도.Figure 4 is a plan view of a mold for producing concrete sleepers according to an embodiment of the present invention.

도 5는 도 4의 Ⅴ-Ⅴ 선단면도.5 is a cross-sectional view taken along line V-V of FIG.

도 6은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드에 의해 제조된 콘크리트 침목의 사시도.6 is a perspective view of a concrete sleeper manufactured by a mold for producing a concrete sleeper according to an embodiment of the present invention.

<도면의 주요 참조부호에 대한 설명><Description of main reference numerals in the drawings>

1 : 몰드 2 : 콘크리트 침목1: mold 2: concrete sleepers

10 : 베이스 20 : 거푸집10: base 20: formwork

21 : 성형공간 22 : 성형몸체21: molding space 22: molding body

23 : 안착부 24 : 결합편23: seating portion 24: coupling piece

25 : 고정편 30, 30´: 차폐판25: fixing piece 30, 30 ': shielding plate

31, 31´: 차폐부 32 : 피결합편31, 31´: Shield 32: Piece to be joined

33 : 피고정편 34 : 제1고정볼트33: fixed piece 34: first fixing bolt

35 : 조임너트 36 : 삽입너트35: tightening nut 36: insertion nut

37 : 제2고정볼트 40 : 강선37: second fixing bolt 40: steel wire

50 : 강선 지지대 60 : 쇼울더50: steel support 60: shoulder

본 발명에 따른 콘크리트 침목 제조용 몰드는, 베이스; 베이스상에 설치되고, 각기 콘크리트를 타설하여 양생시킬 수 있는 복수개의 성형공간을 나란히 형성하는 거푸집; 거푸집의 전후단에 각각 힌지 결합되어 상기 각 성형공간의 전후단을 차폐하는 한 쌍의 차폐판; 각 성형공간에 길이 방향으로 설치되고, 그 양단이 차폐판에 탈거 가능하게 고정되며, 양생되는 콘크리트에 매설되어 양생된 콘크리트의 강도를 증대시키는 복수 개의 강선; 및 각 성형공간내의 전후부에 각각 설치되어 상기 각 강선의 양측을 부양된 상태로 지지하는 복수개의 강선지지대를 포함하여 이루어진 것을 특징으로 한다.Mold for producing a concrete sleeper according to the present invention, the base; Formwork installed on the base, each side to form a plurality of molding space in parallel to cure by pouring concrete; A pair of shield plates hinged to front and rear ends of the formwork to shield front and rear ends of the respective molding spaces; A plurality of steel wires installed in each molding space in a longitudinal direction, and fixed at both ends thereof to be detachably attached to the shielding plate, and embedded in the cured concrete to increase the strength of the cured concrete; And a plurality of steel wire supports which are respectively installed in front and rear portions in each forming space to support both sides of the respective steel wires in a lifted state.

또한 본 발명의 바람직한 특징에 따르면, 상기 각 차폐판은 각 성형공간의 전후단을 각각 차폐하는 복수개의 차폐부를 구비하여 각 성형공간의 전후단을 동시에 차폐하도록 이루어진 것을 특징으로 한다.In addition, according to a preferred feature of the present invention, each of the shielding plate is characterized by consisting of a plurality of shields for shielding the front and rear ends of each of the molding space to shield the front and rear ends of each molding space at the same time.

또 본 발명의 바람직한 특징에 따르면, 상기 각 차폐판은 그 상부가 하부를 중심으로 상하 회동 가능하도록 그 하부가 거푸집의 전후단 하부에 힌지 결합되어 이루어진 것을 특징으로 한다.In addition, according to a preferred feature of the present invention, each of the shielding plate is characterized in that the lower portion is hinged to the lower front and rear ends of the formwork so that the upper portion can be rotated up and down about the lower portion.

이하, 본 발명에 따른 콘크리트 침목 제조용 몰드의 바람직한 실시예를 통하여 상술한 바와 같은 구성들의 특징과 그 작용을 보다 구체적으로 설명한다.Hereinafter, the characteristics of the components as described above and the effect thereof through the preferred embodiment of the mold for producing a concrete sleeper according to the present invention will be described in more detail.

첨부된 도 1은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드가 설치된 상태를 나타낸 설치상태도이고, 도 2는 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 사시도이며, 도 3은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 측면도이고, 도 4는 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 평면도이며, 도 5는 도 4의 Ⅴ-Ⅴ 선단면도이고, 도 6은 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드에 의해 제조된 콘크리트 침목의 사시도이다.1 is an installation state diagram showing a state in which a mold for producing a concrete sleeper according to an embodiment of the present invention is installed, FIG. 2 is a perspective view of a mold for producing a concrete sleeper according to an embodiment of the present invention, and FIG. 4 is a side view of a mold for manufacturing a concrete sleeper according to an embodiment of the present invention, FIG. 4 is a plan view of a mold for manufacturing a concrete sleeper according to an embodiment of the present invention, FIG. 5 is a V-V front sectional view of FIG. A perspective view of a concrete sleeper manufactured by a mold for producing a concrete sleeper according to an embodiment of the present invention.

도시된 바와 같이 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드(1)는, 바닥에 대하여 이동 가능하게 설치되는 베이스(10); 베이스(10)상에 설치되어 콘크리트를 타설하여 양생시키는 거푸집(20); 거푸집(20)의 전후단에 각각 힌지 결합되어 거푸집(20)의 전후단을 차폐하는 한 쌍의 차폐판(30)(30´); 거푸집 (20)내에 길이 방향으로 설치되는 복수 개의 강선(40); 거푸집(20)내 전후부에 각각 설치되어 각 강선(40)을 부양된 상태로 지지하는 복수 개의 강선지지대(50); 및 거푸집(20)의 내부 바닥에 설치되어 양생되는 콘크리트에 매설되는 복수 개의 쇼울더(60)를 포함하여 이루어진다.As shown, the mold for producing a concrete sleeper 1 according to an embodiment of the present invention, the base 10 is installed to be movable relative to the floor; A formwork (20) installed on the base (10) for pouring and curing concrete; A pair of shield plates 30 and 30 'which are hinged to the front and rear ends of the formwork 20 to shield the front and rear ends of the formwork 20; A plurality of steel wires 40 installed in the mold 20 in the longitudinal direction; A plurality of steel wire supporters 50 installed in front and rear portions of the formwork 20 to support each steel wire 40 in a supported state; And a plurality of shoulders 60 installed on the inner bottom of the formwork 20 and embedded in the cured concrete.

상기 거푸집(20)은, 베이스(10)에 설치되어 콘크리트 침목(2)을 성형하는 것으로, 내부에 콘크리트를 타설하여 양생시킬 수 있는 성형공간(21)이 형성된 복수개의 성형몸체(22)가 베이스(10)상에 나란히 배열되어 이루어진다. 이 때, 상기 거푸집(20)은 각 성형몸체(22)가 일체로 성형되어 이루어질 수 있을 뿐만 아니라 별도로 성형된 후 결합되어 이루어질 수도 있다. 그리고, 각 성형공간(21)의 전후단과 상부는 콘크리트의 타설 및 양생된 콘크리트의 취출이 용이하도록 개방된다.The formwork 20 is formed on the base 10 to form a concrete sleeper (2), a plurality of molding bodies 22 formed with a molding space 21 that can be cured by pouring concrete therein base They are arranged side by side on (10). At this time, the formwork 20 may be formed by forming each molded body 22 integrally as well as separately molded and then combined. In addition, the front and rear ends and the upper portion of each of the molding space 21 is opened to facilitate the casting of concrete and taking out of the cured concrete.

여기서, 상기 각 성형몸체(22)의 전후단 하부에는 차폐판(30)(30´)이 안착되는 안착부(23)가 각각 연장 형성되며, 각 안착부(23)의 선단부에는 차폐판 (30) (30´)의 하부가 힌지 결합되도록 서로 이격되게 배치되는 두 개의 결합편(24)이 쌍을 이뤄 양측에 각각 설치된다. 그리고, 상기 각 성형몸체(22)의 전후단 상부 양측에는 차폐판(30)(30´)의 상부 양측이 끼워져 임시 고정되는 고정편(25)이 전후방으로 각각 돌출되게 설치되는데, 각 고정편(26)은 그 바깥쪽이 전방에서 후방으로 가면서 그 두께가 두꺼워지도록 경사지게 형성된다.Here, seating portions 23 on which the shielding plates 30 and 30 'are respectively extended are formed at the front and lower ends of the molded bodies 22, respectively, and shielding plates 30 are formed at the front end portions of the seating portions 23, respectively. The two coupling pieces 24 which are spaced apart from each other so that the lower portion of the 30 'are hingedly coupled to each other are installed in pairs. In addition, the upper and lower ends of the front and rear ends of the respective molded bodies 22 are fitted with both upper sides of the shielding plates 30 and 30 'to temporarily fix the fixing pieces 25 to protrude forward and backward, respectively. 26) is formed to be inclined so that its thickness becomes thick as its outer side goes from front to back.

상기 차폐판(30)(30´)은 거푸집(20)의 전후단 즉, 복수 개의 성형공간(21) 전후단을 차폐하는 것으로, 각 성형공간(21)의 전후단을 각각 차폐하는 복수 개의 차폐부(31)(31´)를 구비하여 각 성형공간(21)의 전후단을 동시에 차폐하도록 이루어지며, 그 하부가 거푸집(20)의 전후단 하부에 연장 형성된 안착부(23)의 선단부에 힌지 결합되어 상부가 하부를 중심으로 상하 회동 가능하도록 이루어진다. 한편, 상기 복수 개의 차폐부(31)(31´)는 동시 회동이 가능하도록 일체로 성형될 수있을 뿐만 아니라 별도로 성형된 후 결합될 수도 있다.The shielding plates 30 and 30 ′ shield front and rear ends of the formwork 20, that is, front and rear ends of the plurality of molding spaces 21, and a plurality of shielding shielding front and rear ends of the respective molding spaces 21, respectively. A portion 31 (31 ′) is provided to shield the front and rear ends of each forming space 21 at the same time, the lower end of which is hinged to the front end of the seating portion 23 extending below the front and rear ends of the formwork 20. The upper part is coupled to the upper and lower pivots about the lower part. Meanwhile, the plurality of shields 31 and 31 ′ may be integrally formed to enable simultaneous rotation, and may be separately formed and then combined.

이 때, 상기 각 차폐부(31)(31´)의 하부 양측에는 쌍을 이루는 두 개의 결합편(24) 사이에 삽입되어 힌지(h)에 의해 각 결합편(24)에 힌지 결합되는 피결합편(32)이 각각 설치되고, 상기 각 차폐부(31)(31´)의 상부 양측에는 각 성형몸체 (22)의 상부 양측에 설치되는 각 고정편(25)의 바깥쪽에 끼워져 임시 고정되는 피고정편(33)이 일체로 성형된다.At this time, the to-be-engaged coupling between the two coupling pieces 24 which are paired in the lower both sides of each said shielding part 31 (31 ') is hinged to each coupling piece 24 by the hinge h. Pieces 32 are provided respectively, and the upper and lower sides of the shielding portions 31 and 31 'are fitted to the outer side of each fixing piece 25 provided on both upper sides of each molding body 22 to be temporarily fixed. The fixing piece 33 is molded integrally.

여기서, 상기 각 피고정편(33)의 안쪽면은 고정편(25)의 경사진 바깥쪽면에 접면되도록 경사지게 형성되므로, 각 차폐부(31)(31´)의 위치가 틀어지더라도 피고정편(33)이 고정편(25)의 경사면에 슬라이딩되면서 접면되므로 그 위치를 바로잡을 수 있다.Here, the inner surface of each of the pinned piece 33 is formed to be inclined to be in contact with the inclined outer surface of the fixing piece 25, even if the position of each shielding portion 31 (31 ') is shifted Since 33 is folded while sliding on the inclined surface of the fixing piece 25, the position can be corrected.

그리고, 상기 각 차폐부(31)(31´)의 중심부 양측에는 각 강선지지대(50)를 차폐부(31)(31´)에 대하여 고정하는 제1고정볼트(34)가 관통되는 고정볼트 관통공(31a)이 각각 형성되며, 성형공간(21)의 전단을 차폐하는 차폐부(31)의 고정볼트 관통공(31a) 상하측에는 각 강선(40)의 일단과 볼트 체결되어 강선(40)의 일단을 차폐부(31)에 대하여 탈거 가능하게 고정해줌과 아울러 강선(40)의 일단을 조여주어 강선(40)을 긴장시켜주는 조임너트(35)가 각각 관통되는 조임너트 관통공 (31b)이 각각 형성된다. 한편, 거푸집(20)의 타단을 차폐하는 차폐부(31´)의 안쪽면에는 강선(40)의 타단이 삽입되는 삽입너트(36)가 고정볼트 관통공(31a)의 상하측으로 제2고정볼트(37)에 의해 각각 설치된다.The fixing bolt penetrates the first fixing bolt 34 through which the steel wire supporters 50 are fixed to the shielding portions 31 and 31 'on both sides of the central portion of the shielding portions 31 and 31'. Balls 31a are formed, respectively, and bolted to one end of each steel wire 40 in the upper and lower sides of the fixing bolt through-hole 31a of the shielding portion 31 that shields the front end of the molding space 21. Tightening nut through-hole 31b through which a tightening nut 35 for tightening one end of the steel wire 40 and tensioning the steel wire 40, respectively, is fixed to the shielding part 31 so as to be detachable. Each is formed. On the other hand, on the inner surface of the shielding portion 31 ′ shielding the other end of the formwork 20, the insertion nut 36 into which the other end of the steel wire 40 is inserted is moved upward and downward from the fixing bolt through hole 31 a. It is provided by 37 respectively.

상기 각 강선(40)은, 각 성형공간(21)내에 길이방향으로 부양된 상태로 설치됨과 아울러 그 양단이 상기 차폐부(31)(31´)에 탈거 가능하게 고정되며 양생되는 콘크리트에 매설되어 양생된 콘크리트 침목(2)의 강도를 증대시켜주는 것으로, 일단은 조임너트(35)에 볼트 체결되도록 수나사형태로 형성되며 타단은 일단의 직경보다 큰 직경을 갖는 원판 형상으로 이루어진다.The steel wires 40 are installed in each of the molding space 21 in the longitudinal direction, and both ends thereof are detachably fixed to the shielding portions 31 and 31 ′ and embedded in cured concrete. To increase the strength of the cured concrete sleeper (2), one end is formed in the male screw shape to be bolted to the tightening nut 35 and the other end is made of a disk shape having a diameter larger than the diameter of one end.

상기 각 강선지지대(50)는, 두 개가 한 쌍으로 하여 성형공간(21)내 전후부에 각각 설치되어 각 강선(40)의 양측을 공중에 부양된 상태로 지지하는 것으로, 중심부에는 각 차폐부(31)(31´)를 관통하여 차폐부(31)(31´)에 대하여 강선지지대(50)를 고정해주는 제1고정볼트(34)의 단부가 체결되는 암나사 형태의 고정볼트 체결공(50a)이 형성되며, 고정볼트 체결공(50a)의 상하측에는 각 강선(40)의 양단부가 관통되는 강선 관통공(50b)(50b´)이 각각 형성된다.Each of the steel wire supporters 50 are provided in pairs in the front and rear portions of the molding space 21 to support the two sides of each steel wire 40 in the state of being supported in the air. A female bolt-type fixing bolt fastening hole 50a through which the end of the first fixing bolt 34 which fixes the steel wire support member 50 to the shielding portions 31 and 31 'through the 31 and 31' is fastened. ) Is formed, and steel wire through holes 50b and 50b 'through which both ends of each steel wire 40 pass through the fixing bolt fastening holes 50a, respectively.

이 때, 상기 각 강선(40)의 타단부가 관통되는 강선지지대(50)의 관통공(50b´)의 가장자리는 원판형상으로 된 강선(40)의 타단이 삽입되도록 거푸집(20)의 전방으로 함몰된 함몰부(50c)가 형성되어, 조임너트(35)로 강선(40)의 일단을 조여주면 원판 형상으로 된 강선(40)의 타단은 함몰부(50c)에 삽입되어 그 회전이 제한되므로 강선(40)이 긴장된 상태를 유지하게 된다.At this time, the edge of the through hole 50b 'of the steel wire support 50 through which the other ends of the respective steel wires 40 penetrate toward the front of the formwork 20 so that the other end of the steel wire 40 in the shape of a disc is inserted. Since the recessed recessed part 50c is formed, and the one end of the steel wire 40 is tightened with the tightening nut 35, the other end of the steel wire 40 of a disk shape is inserted into the recessed part 50c, and the rotation thereof is restricted. Steel wire 40 is to maintain a tensioned state.

미설명 부호 60은 성형공간(21)의 바닥에 이격되게 설치되어 성형공간(21)에 타설되어 양생되는 콘크리트에 매설되어 레일을 콘크리트 침목(2)에 고정하는 고정구(미도시)가 체결되는 쇼울더이다.Reference numeral 60 is a shoulder which is installed on the bottom of the molding space 21 is embedded in the molding space 21 is embedded in the curing concrete to fasten the rail (not shown) for fixing the rail to the concrete sleeper (2) to be.

상기와 같이 구성된 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드의 작용을 설명하면 다음과 같다.Referring to the action of the mold for producing a concrete sleeper according to an embodiment of the present invention configured as described above are as follows.

먼저, 본 발명의 일 실시예에 따른 콘크리트 침목 제조용 몰드(1)는, 거푸집(20)의 양단에 각각 힌지 결합된 차폐판(30)(30´)의 상부를 회동시켜 각 성형몸체(22)의 전후단 상부 양측에 각각 설치되는 고정편(25)에 임시 고정시키고, 복수 개의 쇼울더(60)를 성형공간(21)의 바닥에 설치한 다음, 강선(40)에 강선지지대(50)를 끼우고 제1고정볼트(34)를 이용해 각 강선지지대(50)를 각 차폐부(31)(31´)에 대하여 고정 설치한 후, 강선(40)의 일단을 조임너트(35)로 조여 강선(40)을 긴장된 상태로 만들어줌으로써, 콘크리트 타설을 위한 준비가 완료된다.First, the mold for producing a concrete sleeper 1 according to an embodiment of the present invention, each of the molded body 22 by rotating the upper portion of the shielding plate 30, 30 ′ hinged to both ends of the formwork 20 Temporarily fixed to the fixing piece (25) which is installed on both sides of the front and rear ends of the, and a plurality of shoulders (60) are installed on the bottom of the molding space 21, and then the steel wire support (50) in the steel wire 40 After fixing each wire supporter 50 with respect to each shielding part 31 (31 ') using the 1st fixed bolt 34, the one end of the steel wire 40 is tightened with the fastening nut 35, By putting 40) into tension, the preparation for concrete placement is complete.

이 때, 상기 각 강선(40)은 그 일단이 조임너트(35)에 의해 충분히 조여져 긴장된 상태를 유지하므로, 각 강선(40)이 매설된 상태로 양생되는 콘크리트 침목(2)의 강도가 증대되며, 그에 따라 상부로부터 콘크리트 침목(2)에 큰 하중이 작용하더라도 콘크리트 침목(2)으로 하여금 그 하중을 견딜 수 있게 한다.At this time, since each end of the steel wire 40 is tightened enough by the tightening nut 35 to maintain a tensioned state, the strength of the concrete sleeper (2) is cured in the state that each steel wire 40 is embedded is increased Therefore, even if a large load acts on the concrete sleeper 2 from above, the concrete sleeper 2 can withstand the load.

그리고, 상기 차폐판(30)(30´)은 복수개의 차폐부(30)(30´)가 동시 회동 가능하도록 이루어지므로, 각 성형공간(21)을 차폐하는데 소요되는 시간을 절약할 수 있다.In addition, since the shielding plates 30 and 30 'are made so that the plurality of shielding parts 30 and 30' can be rotated at the same time, it is possible to save time required for shielding each of the molding spaces 21.

이와 같이, 콘크리트 타설을 위한 준비가 완료되면, 적절하게 배합된 콘크리트 원료를 각 성형공간(21)내로 타설하고, 거푸집(20)의 상측에 천막 등을 설치한 다음, 천막안으로 히터 등을 이용해 뜨거운 공기를 불어 넣어 콘크리트를 양생시킨 후, 양생된 콘크리트를 거푸집(20)으로부터 취출함으로써, 콘크리트 침목(2)의 제조가 완료된다.As such, when the preparation for pouring concrete is completed, the appropriately blended concrete raw material is poured into each forming space 21, a tent is installed on the upper side of the formwork 20, and then heated using a heater or the like in the tent. After the air is blown to cure the concrete, the cured concrete is taken out from the formwork 20, so that the production of the concrete sleepers 2 is completed.

이상과 같이 본 발명의 바람직한 실시예에 따른 콘크리트 침목 제조용 몰드를 첨부된 도면을 참조로 설명하였으나, 본 발명은 명세서에 상세히 설명된 실시예와 도면에 한정되지 아니하며, 발명의 기술사상 범위 내에서 다양한 변형이 이루어질 수 있다.As described above with reference to the accompanying drawings, a mold for producing a concrete sleeper according to a preferred embodiment of the present invention as described above, the present invention is not limited to the embodiments and drawings described in detail in the specification, various within the technical scope of the invention Modifications can be made.

이상에서 상세히 설명한 바와 같은 본 발명에 따른 콘크리트 침목 제조용 몰드에 따르면, 거푸집에 콘크리트를 타설하여 양생시킬 수 있는 복수개의 성형공간이 형성되고, 각 성형공간내에서 양생되는 콘크리트에 복수개의 강선이 긴장된 상태에서 매설되므로, 동시에 많은 양의 콘크리트 침목을 제조할 수 있을 뿐만 아니라 침목의 강도를 증대시킬 수 있다.According to the mold for producing a concrete sleeper according to the present invention as described in detail above, a plurality of molding spaces are formed to cure by pouring concrete in the formwork, a state in which a plurality of steel wires are tensioned in the concrete to be cured in each molding space Since buried in, at the same time can not only produce a large amount of concrete sleepers, but also increase the strength of the sleepers.

또한, 복수개의 차폐부가 거푸집의 전후단에 힌지 결합됨과 아울러 동시에 각 성형공간의 전후단을 차폐하도록 이루어지므로, 그만큼 각 성형공간의 전후단을 차폐하는데 소요되는 시간을 절약할 수 있다.In addition, since the plurality of shielding parts are hinged to the front and rear ends of the formwork and simultaneously shield the front and rear ends of each molding space, the time required for shielding the front and rear ends of each molding space can be reduced accordingly.

Claims (3)

베이스;Base; 상기 베이스상에 설치되고, 각기 콘크리트를 타설하여 양생시킬 수 있는 복수개의 성형공간을 나란히 형성하는 거푸집;A formwork installed on the base and forming a plurality of molding spaces in parallel to each other by pouring concrete; 상기 거푸집의 전후단에 각각 힌지 결합되어 상기 각 성형공간의 전후단을 각각 차폐하는 한 쌍의 차폐판;A pair of shielding plates hinged to front and rear ends of the formwork, respectively, to shield front and rear ends of the respective molding spaces; 상기 각 성형공간에 길이 방향으로 설치되고, 그 양단이 상기 차폐판에 탈거 가능하게 고정되며, 양생되는 콘크리트에 매설되어 양생된 콘크리트의 강도를 증대시키는 복수 개의 강선; 및A plurality of steel wires installed in each of the molding spaces in a lengthwise direction, and fixed at both ends thereof to be detachably fixed to the shielding plate, and embedded in the cured concrete to increase the strength of the cured concrete; And 상기 각 성형공간내의 전후부에 각각 설치되어 상기 각 강선의 양측을 부양된 상태로 지지하는 복수개의 강선 지지대를 포함하여 이루어진 것을 특징으로 하는 콘크리트 침목 제조용 몰드.Molds for manufacturing concrete sleepers, characterized in that it comprises a plurality of steel wire supporters respectively installed in front and rear portions in each of the molding space to support both sides of each steel wire in a lifted state. 제 1 항에 있어서,The method of claim 1, 상기 각 차폐판은 상기 각 성형공간의 전후단을 각각 차폐하는 복수개의 차폐부를 구비하여 상기 각 성형공간의 전후단을 동시에 차폐하도록 이루어진 것을 특징으로 하는 콘크리트 침목 제조용 몰드.Each shielding plate is provided with a plurality of shields for shielding the front and rear ends of each of the molding space, the mold for producing a concrete sleeper, characterized in that made to simultaneously shield the front and rear ends of the respective molding space. 제 1 항 또는 2 항에 있어서,The method according to claim 1 or 2, 상기 각 차폐판은 그 상부가 하부를 중심으로 상하 회동 가능하도록 그 하부가 상기 거푸집의 전후단 하부에 힌지 결합되어 이루어진 것을 특징으로 하는 콘크리트 침목 제조용 몰드.Each shielding plate is a mold for producing a concrete sleeper, characterized in that the lower portion is hinged to the lower front and rear ends of the formwork so that the upper portion can be rotated up and down about the lower portion.
KR10-2002-0021200A 2002-04-18 2002-04-18 Mold for manufacturing concrete sleeper KR100463989B1 (en)

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KR100949785B1 (en) * 2008-05-28 2010-03-30 주식회사 대흥 Mold for manufacturing PC beam
KR102178042B1 (en) * 2020-03-04 2020-11-13 아이에스동서 주식회사 Method of Manufacturing Precast Concrete Sleeper Through Individual Tensioning And Its Manufacturing Equipment
CN112609516A (en) * 2021-01-14 2021-04-06 中铁十七局集团有限公司 Manufacturing method of concrete filled steel tube sleeper with groove on side surface

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WO2010114280A2 (en) * 2009-03-31 2010-10-07 한국철도공사 H-shaped railroad tie, and mold for manufacturing same
KR20100110906A (en) * 2009-03-31 2010-10-14 한국철도공사 Multi branch type tie for railroad
CN110700023A (en) * 2019-10-15 2020-01-17 中铁四局集团有限公司 Steel spring floating plate integral ballast bed construction method based on rail engineering
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JP2769275B2 (en) * 1993-03-16 1998-06-25 株式会社ピー・エス Removal equipment for concrete sleepers with Thai shoulder
KR0117554Y1 (en) * 1994-01-20 1998-07-15 최충열 Sleepers for a railway
KR19990018354U (en) * 1997-11-04 1999-06-05 이종수 Concrete frame switchgear
KR100386341B1 (en) * 2001-03-30 2003-06-12 주식회사 태명실업 A concrete tie
KR100427130B1 (en) * 2001-05-18 2004-04-27 주식회사 태명실업 A manufacturing device of a junction tie

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KR100949785B1 (en) * 2008-05-28 2010-03-30 주식회사 대흥 Mold for manufacturing PC beam
KR102178042B1 (en) * 2020-03-04 2020-11-13 아이에스동서 주식회사 Method of Manufacturing Precast Concrete Sleeper Through Individual Tensioning And Its Manufacturing Equipment
CN112609516A (en) * 2021-01-14 2021-04-06 中铁十七局集团有限公司 Manufacturing method of concrete filled steel tube sleeper with groove on side surface
CN112609516B (en) * 2021-01-14 2022-09-09 中铁十七局集团有限公司 Manufacturing method of concrete filled steel tube sleeper with groove on side surface

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