KR200191878Y1 - Anchor block for concrete pole molding system - Google Patents

Anchor block for concrete pole molding system Download PDF

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Publication number
KR200191878Y1
KR200191878Y1 KR2020000006572U KR20000006572U KR200191878Y1 KR 200191878 Y1 KR200191878 Y1 KR 200191878Y1 KR 2020000006572 U KR2020000006572 U KR 2020000006572U KR 20000006572 U KR20000006572 U KR 20000006572U KR 200191878 Y1 KR200191878 Y1 KR 200191878Y1
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KR
South Korea
Prior art keywords
mold
slider
concrete
frame
reinforced concrete
Prior art date
Application number
KR2020000006572U
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Korean (ko)
Inventor
김한진
김양술
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동광전업주식회사
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Priority to KR2020000006572U priority Critical patent/KR200191878Y1/en
Application granted granted Critical
Publication of KR200191878Y1 publication Critical patent/KR200191878Y1/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B3/00Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/02Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein a ram exerts pressure on the material in a moulding space; Ram heads of special form
    • B28B3/022Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein a ram exerts pressure on the material in a moulding space; Ram heads of special form combined with vibrating or jolting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B5/00Producing shaped articles from the material in moulds or on moulding surfaces, carried or formed by, in, or on conveyors irrespective of the manner of shaping
    • B28B5/02Producing shaped articles from the material in moulds or on moulding surfaces, carried or formed by, in, or on conveyors irrespective of the manner of shaping on conveyors of the endless-belt or chain type
    • B28B5/021Producing shaped articles from the material in moulds or on moulding surfaces, carried or formed by, in, or on conveyors irrespective of the manner of shaping on conveyors of the endless-belt or chain type the shaped articles being of definite length
    • 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
    • B28B7/0097Press moulds; Press-mould and press-ram assemblies
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts

Abstract

철근콘크리트근가성형장치에 관한 것으로서,근가(anchor block)란 원심력 철근콘크리트전주와 프리텐션(free tension)방식 원심력 프리 스트레스트 콘크리트 전주에 사용하는 철근콘크리트전주의 기초석으로, 통상의 성형기는 금속제 근가 형틀에 콘크리트를 투입후 진동장치로 콘크리트몰드의 조직이 치밀하게 하는데 그쳤었고 성형속도가 연속적이지 못해 생산성의 향상의 문제와 불량품이 속출하는 경향이 있었다.Reinforced concrete pole forming apparatus, anchor block is a foundation stone of reinforced concrete pole used for centrifugal reinforced concrete pole and free tension centrifugal prestressed concrete pole. After the concrete was put into the concrete, the structure of the concrete mold was made to be dense with the vibration device. As the forming speed was not continuous, there was a tendency that the problem of improvement of productivity and the defective products continued.

이에 본 고안은 상기와 같은 철근콘크리트근가의 제작에 있어서, 금속제 근가 형틀에 콘크리트를 자동투입후 상부금형을 유압프레스로 누르면서 유압모터에 의한 진동과 형틀 판넬 하부에 장치된 진동장치로 형틀 상하부에서 고루 압축되게 하여 콘크리트몰드의 조직이 더욱 치밀하게 하도록 하여 양생기간의 단축과 공정의 개선으로 생산성이 향상된 철근콘크리트근가성형장치에 관한 고안인 것이다.Therefore, the present invention, in the production of the reinforced concrete, as described above, while automatically inserting the concrete into the metal mold close mold, while pressing the upper mold with a hydraulic press, the vibration by the hydraulic motor and the vibration device installed on the bottom of the mold panel evenly in the upper and lower parts of the mold panel It is designed to improve the productivity of reinforced concrete muscle forming apparatus by compacting the structure of the concrete mold, thereby shortening the curing period and improving the process.

Description

철근콘크리트근가성형장치{anchor block for concrete pole molding system}Reinforced concrete reinforced molding machine {anchor block for concrete pole molding system}

본 고안은 철근콘크리트근가성형장치에 관한 것으로서,근가(anchor block)란 원심력 철근콘크리트전주와 프리텐션(free tension)방식 원심력 프리 스트레스트 콘크리트 전주에 사용하는 철근콘크리트전주의 기초석으로 내부에 철근을 배근시키고 강도는 재령 28일의 압축강도 180㎏/㎠ 이상이어야 한다.The present invention relates to a reinforced concrete temporary forming apparatus. Anchor block is a foundation stone of reinforced concrete poles used in centrifugal reinforced concrete poles and free tension centrifugal prestressed concrete poles. The strength should be at least 180㎏ / ㎠ of compressive strength of 28 days.

통상의 근가는 조립완성된 철근을 금속제 형틀에 넣고 콘크리트 믹셔로 배합하여 비벼낸 콘크리트를 투입하여 진동기 또는 프레스로 치밀하게 성형한다.In general, the base value is put into the metal mold of the assembled reinforcing bar is mixed with a concrete mixer and mixed with concrete, and compactly formed by a vibrator or press.

상기와 같이 성형한 근가를 수십일 양생하여 적당한 압축강도가 유지된후 사용하는 것이 일반적인 관례이다.It is common practice to cure the root value molded as described above for several tens days and then use it after maintaining the proper compressive strength.

전통적인 성형기는 금속제 근가 형틀에 콘크리트를 투입후 진동장치로 콘크리트몰드의 조직이 치밀하게 하는데 그쳤었고 성형속도가 연속적이지 못해 생산성의 향상의 문제와 불량품이 속출하는 경향이 있었다.Conventional molding machine was made to compact the structure of concrete mold by vibrating device after inserting concrete into metal working mold, and there was a tendency to improve the productivity and defective products after molding speed was not continuous.

상기와 같은 철근콘크리트근가의 제작에 있어서, 금속제 근가 형틀에 콘크리트를 자동투입후 상부금형을 유압프레스로 누르면서 유압모터에 의한 진동과 형틀 판넬 하부에 장치된 진동장치로 형틀 상하부에서 고루 압축되게 하여 콘크리트몰드의 조직이 더욱 치밀하게 하도록 하여 양생기간의 단축과 공정의 개선으로 생산성이 향상된 철근콘크리트근가성형장치를 제공하고자 하는 것이다.In the production of the reinforced concrete, as described above, the concrete is automatically injected into the metal working mold, and the upper mold is pressed by a hydraulic press while the upper mold is pressed evenly by the vibration of the hydraulic motor and the vibration device installed on the lower part of the mold panel. It is to provide a reinforced concrete muscle forming apparatus with improved productivity by shortening the curing period and improving the process by making the mold structure more dense.

도 1은 본 고안에 따른 프레스압축전 단계의 주요부장치 측면도1 is a side view of the main part of the pre-press compression step according to the present invention

도 2는 본 고안에 따른 프레스압축단계의 주요부장치 측면도Figure 2 is a side view of the main part of the press compression step according to the present invention

도 3은 본 고안에 따른 프레스압축후 단계의 주요부장치 측면도Figure 3 is a side view of the main part of the post-press compression step according to the present invention

도 4는 본 고안에 따른 도 3의 일부발췌 참고 정면도.Figure 4 is a front view of a partial excerpt of Figure 3 according to the present invention.

도 5는 본 고안에 따른 철근콘크리트근가의 참고 사시도5 is a reference perspective view of the reinforced concrete root value according to the present invention

※도면의 주요 부분에 대한 부호의 설명※ Explanation of code for main part of drawing

1:프레임(frame)1: frame

2;2':성형틀슬라이더봉(slider rod)2; 2 ': slider rod

3:호퍼(hopper) 4:이송대차3: Hopper 4: Transfer Balance

5:상부슬라이더 6:하부슬라이더5: Upper slider 6: Lower slider

7:하부레일 8:체인7: bottom rail 8: chain

9:하부슬라이더피스톤 10:근가(anchor block)하부틀9: lower slider piston 10: anchor block

11;11':완충고무 12;12':진동모터11; 11 ': buffered rubber 12; 12': vibration motor

13;13':V벨트 14;14':캠13; 13 ': V Belt 14; 14': Cam

15:판넬 16:근가(anchor block)15: Panel 16: anchor block

16a:근가구멍16a: muscle hole

17:이송대차레일 18:근가(anchor block)상측금형17: Transfer rail 18: Upper block (anchor block)

18':금형고정바(bar) 18a:근가구멍성형펀치(punch)18 ': mold fixing bar 18a: near hole forming punch

19:19':유압모터19: 19 ': Hydraulic motor

20;20':클램프(clamp) 21:붐(boom)고정편20; 20 ': clamp 21: boom fixing

22:붐(boom) 23:상부슬라이더1차피스톤22: Boom 23: Upper slider 1st piston

24:상부슬라이더2차피스톤24: upper slider secondary piston

25:붐고정필로우베어링(pillow bearing)25: Boom Fixed Pillow Bearing

26:상측금형설치틀 27:근가하측금형26: upper mold installation frame 27: near-side mold

위와 같은 목적을 위하여 안출된 본 고안의 일실시 구성을 첨부도면에 의하여 살펴보면, 양편으로 설치한 성형틀슬라이더봉(2;2')의 하측 지표 기저부에 설치된 완충고무(11;11')에 설치된 근가하부틀(10)의 저부에 캠(14;14')을 구동하는 진동모터(12;12')를 설치된 상기 근가하부틀(10)상에 근가하측금형(27)이 거치되게 하부슬라이더(6)를 성형틀슬라이더봉(2;2')에 유동설치하고 상기 하부슬라이더(6)프레임 전후방 중간편에 하부슬라이더피스톤(9)상단을 거치하고 하단은 지상에 설치하며, 성형틀 슬라이더봉(2;2') 상부 위치의 상부슬라이더(5)에 클램프(20;20')로 고정한 상측금형설치틀(26) 저부에 근가상측금형(18)를 수개의 금형고정바 (bar;18')로 고정한 상기 상부슬라이더(5)의 전후방 양편 중간에 고정한 붐고정편 (21)에 상부실린더1차피스톤(23)과 붐(22) 중간편에 장치한 상부슬라이더 2차피스톤(24)의 저부를 상부슬라이더(5) 프레임에 고정하고,붐(22)의 말단은 프레임(1) 상편에 설치 한것이다.Looking at one embodiment of the present invention devised for the above purpose by the accompanying drawings, installed in the buffer rubber (11; 11 ') installed on the lower surface base of the molding die slider rods (2; 2') installed on both sides The lower slider (20) is mounted on the lower load mold (10) on the lower load frame (10) provided with vibration motors (12; 12 ') driving cams (14; 14') at the bottom of the lower load frame (10). 6) is flow-installed on the molding frame slider rod (2; 2 '), and the lower slider piston (9) is mounted on the upper and lower sides of the frame of the lower slider (6), and the lower part is installed on the ground. 2; 2 ') Near-virtual mold 18 is placed on the bottom of the upper mold mounting frame 26 fixed to the upper slider 5 at the upper position by several clamping bars (bar; 18'). Intermediate piece between the upper cylinder primary piston 23 and the boom 22 on the boom fixing piece 21 fixed in the middle of both front and rear sides of the upper slider 5 fixed with Devices the upper end of the slider to the second piston 24 to the upper bottom portion fixed to the slider (5) frame, and the boom 22 of the hangeotyi is mounted to the frame (1) sangpyeon.

한편,상부슬라이더(5)의 상부 중앙에는 2개의 유압모터(19;19')를 설치하고 하부슬라이더(6) 좌측편의 하부레일(7) 측편에는 판넬(15) 이송설비인 체인(8)을 설치하고, 하부슬라이더(6)의 우측의 하부레일(7) 측편의 이송대차레일(17)상에는 이송대차(4)를 형성하고 이송대차(4)의 상부로는 호퍼(3)를 설치하는 것이다.Meanwhile, two hydraulic motors 19 and 19 'are installed in the upper center of the upper slider 5, and a chain 8, which is a panel 15 transfer facility, is provided on the side of the lower rail 7 on the left side of the lower slider 6. The transfer cart 4 is formed on the conveyance trolley rail 17 on the side of the lower rail 7 on the right side of the lower slider 6 and the hopper 3 is installed on the upper portion of the conveyance trolley 4. .

이와같이 구성된 본 고안의 일실시 작용중 먼저 본 고안장치에 따른 프레스압축전 단계로 도 1에 도시된바와 같이, 호퍼(3)로 부터 콘크리트 혼합물을 공급받은 이송대차(4)가 이송대차레일(17)을 이동경로로 근가상측금형(18) 하부의 근가하측금형(27)상으로 이동하기 직전의 단계로서, 상기 근가하측금형(27)의 성형틀내부에는 철근을 배근한 상태로 콘크리트믹셔가 투입되기 직전의 단계이다.In one embodiment of the present invention configured as described above, as shown in FIG. 1, the transfer truck 4 receiving the concrete mixture from the hopper 3 is a transfer balance rail 17. ) Is a step just before moving to the near-side mold (27) below the near-virtual side mold (18) by the moving path, and the concrete mixer is placed in the forming frame of the near-side mold (27) while the reinforcing bar is placed. It's about to be.

다음 단계로 도 2에 도시된바와 같이, 상부슬라이더(5)가 하강하여 근가상측금형(18)이 근가하측금형(27)내의 콘크리트를 압축하기 위하여, 상부슬라이더1차피스톤(2)과 상부슬라이더2차피스톤(24)가 신장되면서 프레스 압력이 증가된다.Next, as shown in FIG. 2, the upper slider 5 is lowered so that the near-side mold 18 compresses the concrete in the near-side mold 27, the upper slider primary piston 2 and the upper slider. As the secondary piston 24 is stretched, the press pressure is increased.

한편,상부슬라이더(5) 상부에 장치된 유압모터(19;19')의 진동력으로 근가상측금형설치틀(26) 하부로 설치된 근가상측금형(18)이 진동되어 콘크리트의 조직이 더욱 치밀하게 되도록 하는 주요한 작용을 하는 것이다.On the other hand, by the vibration force of the hydraulic motor (19; 19 ') installed on the upper slider 5, the near-virtual side mold (18) installed below the near-virtual side mold installation frame 26 is vibrated to more precisely structure the concrete. It is to play a major role.

동시에 근가하부틀(10)의 저부에 설치된 진동모터(12;12')의 캠(14;14')에 의하여 근가하측금형(27)틀을 진동시켜 성형틀내의 콘크리트조직이 더욱더 치밀하게 배합되도록 함이 추가적인 작용이다.At the same time, the cams 14 and 14 'of the vibrating motors 12 and 12' installed on the bottom of the underloading frame 10 are vibrated so that the concrete structure in the forming frame is more precisely mixed. Ham is an additional action.

이와같은 작업단계를 거쳐 도 3에 도시된바와 같이,상부슬라이더(5)상부에 장치된 상부슬라이더1차피스톤(23)과 상부슬라이더2차피스톤(24)이 신축되어 상부슬라이더(5)가 성형틀슬라이더봉(2;2')에서 상승되어 근가상측금형(18)이 들리고 근가하부틀(10)상의 판넬(15) 위에는 압축성형된 근가(16)가 하부레일(7)상의 체인(8)에 의하여 수평위치이동을 하여 연속생산되는 단계로 성형 되는 것이다.As shown in FIG. 3 through the above working steps, the upper slider primary piston 23 and the upper slider secondary piston 24 mounted on the upper slider 5 are stretched to form the upper slider 5. Lifting the frame slider (2; 2 ') raises the near-side mold (18), and on the panel (15) on the lower side of the frame (10), the compression-molded root (16) is the chain (8) on the lower rail (7). It is molded in a continuous production step by moving the horizontal position by.

위와 같이 구성된 본 고안의 일실시 작용효과로는 상기 실시예와 같이 프레스압축 성형한 근가(16)는 기존의 수십일간 양생되어 출고되는 일반 근가의 조직에 비하여,짧은 양생기간임에 도 불구하고 조직이 매우 치밀하게 조성되어 압축강도나 휨강도나 파괴하중이 자체시험결과와 한국건자재시험연구소의 시험결과 매우 양호하게 한 결과를 얻을수 있었다.As one embodiment of the effect of the present invention configured as described above, the press value-molded muscle value 16 as in the above embodiment is compared to the conventional muscle tissue that is cured and released for several decades, even though it is a short curing period. Because of the very compact composition, the compressive strength, flexural strength, or fracture load was found to be very satisfactory.

또한 전통적인 근가 성형기는 금속제 근가 형틀에 콘크리트를 투입후 하부에 설치한 진동장치로 콘크리트몰드의 조직을 치밀하게 하는데 그쳤었으나, 본 고안장치에 의하여 근가상측금형설치틀(26)에 설치한 유압모터(19;19')의 진동작용으로 콘크리트 조직이 매우 치밀하게 배합되어 더욱 고강도의 제품을 생산할수 있었다.In addition, the traditional working mold molding machine was used to compact the structure of the concrete mold with a vibration device installed in the lower part after the concrete was put into the metal working mold, but the hydraulic motor (installed in the near-side mold mounting frame 26 by the present invention device) 19; 19 ') vibrating concrete structure was able to produce a very high-strength product because the concrete structure is very tightly mixed.

한편,콘크리트몰드의 투입과 압축성형과 배출공정단계가 연속적으로 진행되어 생산성 향상과 제품의 하자발생율을 줄인 철근콘크리트근가성형장치에 관한 유용한 고안 인 것이다.On the other hand, the concrete mold injection, compression molding and discharge process step is a continuous design of the reinforced concrete root forming apparatus that improves productivity and reduced the defect rate of the product is progressed continuously.

Claims (2)

양편으로 설치한 성형틀슬라이더봉(2;2')의 하측 지표 기저부에 설치된 완충고무(11;11')에 설치된 근가하부틀(10)의 저부에 캠(14;14')을 구동하는 진동모터(12;12')를 설치된 상기 근가하부틀(10)상에 근가하측금형(27)이 거치되게 하부슬라이더(6)를 성형틀슬라이더봉(2;2')에 유동설치하고 상기 하부슬라이더(6)프레임 전후방 중간편에 하부슬라이더피스톤(9)상단을 거치하고 하단은 지상에 설치하며, 성형틀 슬라이더봉(2;2') 상부 위치의 상부슬라이더(5)에 클램프(20;20')로 고정한 상측금형설치틀(26) 저부에 근가상측금형(18)를 수개의 금형고정바 (bar;18')로 고정한 상기 상부슬라이더(5)의 전후방 양편 중간에 고정한 붐고정편 (21)에 상부실린더1차피스톤(23)과 붐(22) 중간편에 장치한 상부슬라이더 2차피스톤(24)의 저부를 상부슬라이더(5) 프레임에 고정하고,붐(22)의 말단은 프레임(1) 상편에 설치 함을 특징으로하는 철근콘크리트근가성형장치.Vibration for driving cams 14 and 14 'at the bottom of the near-loading frame 10 provided in the buffer rubber 11 and 11' provided at the bottom surface base of the molding die slider rods 2 and 2 'installed on both sides. The lower slider 6 is flow-installed on the molding die slider bar 2; 2 'so that the near-falling mold 27 is mounted on the lower-loading mold 10 on which the motor 12; 12' is installed. (6) Mount the upper part of the lower slider piston (9) in the middle of the front and rear of the frame, and the lower part is installed on the ground, and clamps (20; 20 ') to the upper slider (5) at the upper position of the mold slider bar (2; 2'). Boom fixing piece (21) fixed to the middle of both front and rear sides of the upper slider (5) in which the near-virtual mold (18) is fixed to the bottom of the upper mold mounting frame (26) fixed with a plurality of mold fixing bars (bar; 18 '). Fixing the bottom of the upper slider secondary piston 24 mounted between the upper cylinder primary piston 23 and the boom 22 in the upper slider 5 frame, the boom 22 The end of the reinforced concrete muscle forming apparatus, characterized in that installed on the upper frame (1). 제1항에 있어서, 상부슬라이더(5)의 상부 중앙에는 2개의 유압모터(19;19')를 설치하고 하부슬라이더(6) 좌측편의 하부레일(7) 측편에는 판넬(15) 이송설비인 체인(8)을 설치하고, 하부슬라이더(6)의 우측의 하부레일(7) 측편의 이송대차레일 (17)상에는 이송대차(4)를 형성하고 이송대차(4)의 상부로는 호퍼(3)를 설치함을 특징으로하는 철근콘크리트근가성형장치.2. The chain according to claim 1, wherein two hydraulic motors (19; 19 ') are installed in the upper center of the upper slider (5), and the panel (15) is a conveying facility on the side of the lower rail (7) on the left side of the lower slider (6). (8) is provided, and the conveyance bogie 4 is formed on the conveyance bogie rail 17 on the side of the lower rail 7 on the right side of the lower slider 6, and the hopper 3 as the upper portion of the conveyance bogie 4. Reinforced concrete reinforcement molding apparatus characterized in that the installation.
KR2020000006572U 2000-03-09 2000-03-09 Anchor block for concrete pole molding system KR200191878Y1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101115303B1 (en) * 2010-03-15 2012-03-05 대원전기 주식회사 Method for forming utility pole underbracing using forming frame of non-rotary type
KR101138190B1 (en) 2010-01-19 2012-05-10 대원전기 주식회사 Steel reinforcement for reinfocing arch-type utility pole underbracing

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101138190B1 (en) 2010-01-19 2012-05-10 대원전기 주식회사 Steel reinforcement for reinfocing arch-type utility pole underbracing
KR101115303B1 (en) * 2010-03-15 2012-03-05 대원전기 주식회사 Method for forming utility pole underbracing using forming frame of non-rotary type

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