KR970075146A - Die automatic lifter - Google Patents

Die automatic lifter Download PDF

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Publication number
KR970075146A
KR970075146A KR1019970048596A KR19970048596A KR970075146A KR 970075146 A KR970075146 A KR 970075146A KR 1019970048596 A KR1019970048596 A KR 1019970048596A KR 19970048596 A KR19970048596 A KR 19970048596A KR 970075146 A KR970075146 A KR 970075146A
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KR
South Korea
Prior art keywords
formwork
platform
concrete structure
sliding beam
guide
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KR1019970048596A
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Korean (ko)
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KR100239913B1 (en
Inventor
손명섭
장덕현
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유성용
동아건설산업 주식회사
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Priority to KR1019970048596A priority Critical patent/KR100239913B1/en
Publication of KR970075146A publication Critical patent/KR970075146A/en
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Publication of KR100239913B1 publication Critical patent/KR100239913B1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • E04G11/24Construction of lifting jacks or climbing rods for sliding forms
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66FHOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F3/00Devices, e.g. jacks, adapted for uninterrupted lifting of loads
    • B66F3/24Devices, e.g. jacks, adapted for uninterrupted lifting of loads fluid-pressure operated

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Civil Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

(1) 청구범위에 기재된 발명이 속한 기술분야(1) the technical field to which the invention as claimed

본 발명은 거푸집을 유압실린더의 신축 작용에 의해 자동을 작업위치로 상승시킬 수 있도록 한 거푸집 자동 상승장치에 관한 것임.The present invention relates to a die automatic lifting device that can raise the die to the working position by the expansion and contraction action of the hydraulic cylinder.

(2) 발명이 해결하고자 하는 기술적 과제(2) The technical problem to be solved by the invention

종래의 거푸집을 위한 플랫폼 자동 상승장치에 있어서 거푸집의 탈형 및 설치를 극히 용이하게 함으로서 콘크리트구조물의 축조에 소요되는 공사기간과 인력을 대폭 줄일 수 있는 거푸집 자동 상승장치를 제공하는 것임.In the conventional platform automatic lifting device for formwork, it is very easy to demould and install the formwork to provide a formwork automatic lifting device that can greatly reduce the construction period and manpower required for the construction of concrete structures.

(3) 발명의 해결방법의 요지(3) Summary of the solution method of the invention

축조된 콘크리트구조물(C)의 상측 내, 외면에 상하로 소정의 간격을 두고 가이드슈(1u,1d,2u, 2d)가 고정되고 내외측 가이드슈(1u,1d,2u, 2d)에는 가이드레일(3i.3o)과 베이스플랫폼(4i,4o)이 실린더(5i,5o)에의해 상승할 수 있도록 설치되어 있음과 함께 상기 각 베이스플랫폼(4i,4o)의 상부에는 내·외측 거푸집(6i.6o)이구비되어 있고, 내·외측 거푸집(6i.6o)은 타이바(Tie Bar, 7)에 의해 소정의 간격을 이루도록 결합되어, 상기 거푸집(6i.6o) 사이에 콘크리트를 타설하여 콘크리트구조물(C)과 일체로 상부 콘크리트구조물(C')를 형성한 후 상기 거푸집들(6i,6o)을 탈형하고 이어서 뒤에 형성된 콘크리트구조물(C')의 상측에 가이드슈(8o)를 고정하고 실린더(5i,5o)의 작동에 의해 상기 내·외측 가이드레일(3i,3o)과 베이스플랫폼(4i,4o)을 순차적으로 상기 상측 가이드슈(8o)의 레벨까지 상승시킬 수 있도록 된 거푸집 자동 상승장치에 있어서, 상기 내·외측 거푸집을 탈형 및 설치하기 위한 수단은 상기 외측 거푸집(6o)을 고정하고 홀딩플랫폼(11)과, 홀딩플랫폼(11)의 일측 하부를 지지하고 있는 경사이동잭(11a)과, 홀딩플랫폼(11)과 경사이동잭(11a)의 하부에 고정된 슬라이딩빔(12)과, 슬리이딩빔(12)에 소정의 간격을 두고 설치되고 상기 베이스플랫폼(4o)의 상부에 설치된 래크(14)에 치합된 복수의 피니언(12a,12b)과, 상기 베이스플랫폼(4o)을 콘크리트구조물(C)쪽으로 밀착하기 위한 수평이동잭(15)과, 상기 내측 거푸집(6i)의 하부에 배치되어 내측 거부집(6i)을 회동가능하게 지지하고 있는 슬라이딩빔(21)과, 내측 거푸집(6i)과 슬라이딩빔(21)사이에 경사지게 배치되어 있음과 함께 양단이 각각 내측 거푸집(6i)과 슬라이딩빔(21)에 피보트적으로 결합된 경사지지잭(22), 슬라이딩빔(21)에 소정의 간격을 두고 설치된 복수의 롤러(21a,21b)와, 이 롤러(21a,21b)를 가이드하기 위한 가이드레일(24a)을 구비하고 있고, 상기 베이스플랫폼(4i)의 상부에 지지되어 있는 가이드빔(24)으로 되어, 상기 타이바(7)를 제거한 후 상기 경사이동잭(11a)과 수평이동잭(15)을 단축하여 외측 거푸집(6o)과 함께 홀딩플랫폼(11)을 경사지도록 한 상태에서 홀딩프랫폼(11)을 콘크리트구조물(C')의 외측으로 이동시켜 외측 거푸집(6o)을 탈형하고, 상기경사지지잭(22)을 단축하여 내측 거푸집(6i)을 경사지도록 한 상태에서 내측 거푸집(6i)을 지지하고 있는 슬라이딩빔(21)을 콘크리트구조물(C')의 내측으로 이동시킴으로서 내측 거푸집(6i)을 탈형하도록 한다.Guide shoes 1u, 1d, 2u, and 2d are fixed to the inside and the outer surface of the constructed concrete structure C at a predetermined interval up and down, and guide rails to the inner and outer guide shoes 1u, 1d, 2u, and 2d. (3i.3o) and the base platform (4i, 4o) is installed so as to be lifted by the cylinder (5i, 5o), and the inner and outer formwork (6i. 6o) is provided, and the inner and outer formwork (6i.6o) is coupled to form a predetermined interval by a tie bar (7), the concrete structure by pouring concrete between the formwork (6i.6o) After forming the upper concrete structure (C ') integrally with (C) and demolding the formwork (6i, 6o) and then fixed the guide shoe (8o) on the upper side of the concrete structure (C') formed in the back and the cylinder ( The inner and outer guide rails 3i and 3o and the base platform 4i and 4o are sequentially raised to the level of the upper guide shoe 8o by the operation of 5i and 5o. In the automatic formwork device to be raised, means for demolding and installing the inner and outer formwork is fixed to the outer formwork (6o) and holding the holding platform 11 and the lower portion of one side of the holding platform (11) Support the inclined movable jack (11a), the holding platform 11 and the sliding beam 12 fixed to the lower portion of the inclined movable jack (11a), and the sliding beam (12) at a predetermined interval and are installed on the base A plurality of pinions (12a, 12b) engaged with the rack (14) installed on the upper portion of the platform (4o), a horizontal movable jack (15) for closely contacting the base platform (4o) toward the concrete structure (C), and It is disposed at the lower end of the inner formwork 6i and is inclined between the inner formwork 6i and the sliding beam 21 while being inclined between the sliding beam 21 and the inner formwork 6i. These are pivotally formed on the inner formwork 6i and the sliding beam 21, respectively. And a plurality of rollers 21a, 21b provided at predetermined intervals on the inclined support jack 22, the sliding beam 21, and a guide rail 24a for guiding the rollers 21a, 21b. And, the guide beam 24 is supported on the upper portion of the base platform (4i), and after removing the tie bar (7) shortening the inclined movable jack (11a) and horizontal movable jack (15) the outer formwork ( 6o) with the holding platform 11 inclined to move the holding platform 11 to the outside of the concrete structure (C ') to demould the outer formwork (6o), shortening the inclined support jack 22 The inner formwork 6i is demolded by moving the sliding beam 21 supporting the inner formwork 6i to the inside of the concrete structure C 'in a state in which the inner formwork 6i is inclined.

(4) 발명의 중요한 용도(4) Important uses of the invention

고층 콘크리트 구조물의 축조에 이용하는 것임.Used to build high-rise concrete structures.

Description

거푸집 자동 상승장치Die automatic lifter

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 본 발명의 단면도, 제2도는 제1도의 A부의 확대도, 제3도 내지 제4도는 외측 거푸집을 탈형하고 다음 작업위치로 상승시키는 상태를 설명하기 위한 단면도.1 is a cross-sectional view of the present invention, FIG. 2 is an enlarged view of part A of FIG. 1, and FIGS. 3 to 4 are cross-sectional views for explaining a state in which the outer formwork is demolded and raised to the next working position.

Claims (1)

축조된 콘크리트구조물(C)의 상측 내·외면에 상하로 소정의 간격을 두고 가이드슈(1u,1d,2u, 2d)가 고정되고 내외측 가이드슈(1u,1d,2u,2d)에는 가이드레일(3i.3o)과 베이스플랫폼(4i,4o)이 실린더(5i,5o)에 의해 상승할 수 있도록 설치되어 있음과 함께 상기 각 베이스플랫폼(4i,4o)의 상부에는 내·외측 거푸집(6i.6o)이 구비되어 있고, 내·외측 거푸집(6i.6o)은 타이바(Tie Bar, 7)에 의해 소정의 간격을 이루도록 결합되어, 상기 거푸집(6i.6o) 사이에 콘크리트를 타설하여 콘크리트구조물(C)과 일체로 상부 콘크리트구조물(C')를 형성한 후 상기 거푸집들(6i,6o)을 탈형하고 이어서 뒤에 형성된 콘크리트구조물(C')의 상측에 가이드슈(8o)를 고정하고 실린더(5i,5o)의 작동에 의해 상기 내·외측 가이드레일(3i,3o)과 베이스플랫폼(4i,4o)을 순차적으로 상기 상측 가이드슈(8o)의 레벨까지 상승시킬 수 있도록 된 거푸집 자동 상승장치에 있어서, 상기 내·외측 거푸집을 탈형 및 설치하기 위한 수단은 상기 외측 거푸집(6o)을 고정하고 홀딩플랫폼(11)과, 홀딩플랫폼(11)의 일측 하부를 지지하고 있는 경사이동잭(11a)과, 홀딩플랫폼(11)과 경사이동잭(11a)의 하부에 고정된 슬라이딩빔(12)과, 슬리이딩빔(12)에 소정의 간격을 두고 설치되고 상기 베이스플랫폼(4o)의 상부에 설치된 래크(14)에 치합된 복수의 피니언(12a,12b)과, 상기 베이스플랫폼(4o)을 콘크리트구조물(C)쪽으로 밀착하기 위한 수평이동잭(15)과, 상기 내측 거푸집(6i)의 하부에 배치되어 내측 거부집(6i)을 회동가능하게 지지하고 있는 슬라이딩빔(21)과, 내측 거푸집(6i)과 슬라이딩빔(21) 사이에 경사지게 배치되어 있음과 함께 양단이 각각 내측 거푸집(6i)과 슬라이딩빔(21)에 피보트적으로 결합된 경사지지잭(22), 슬라이딩빔(21)에 소정의 간격을 두고 설치된 복수의 롤러(21a,21b)와, 이 롤러(21a,21b)를 가이드하기 위한 가이드레일(24a)을 구비하고 있고, 상기 베이스플랫폼(4i)의 상부에 지지되어 있는 가이드빔(24)으로 되어, 상기 타이바(7)를 제거한 후 상기 경사이동잭(11a)과 수평이동잭(15)을 단축하여 외측 거푸집(6o)과 함께 홀딩플랫폼(11(을 경사지도록 한 상태에서 홀딩프랫폼(11)을 콘크리트구조물(C')의 외측으로 이동시켜 외측 거푸집(6o)을 탈형하고, 상기 경사지지잭(22)을 단축하여 내측 거푸집(6i)을 경사지도록 한 상태에서 내측 거푸집(6i)을 지지하고 있는 슬라이딩빔(21)을 콘크리트구조물(C')의 내측으로 이동시킴으로서 내측 거푸집(6i)을 탈형하도록 된 것을 특징으로 하는 거푸집 자동 상승장치.Guide shoes 1u, 1d, 2u, and 2d are fixed to the upper and lower surfaces on the upper and lower surfaces of the constructed concrete structure C, and guide rails are provided on the inner and outer guide shoes (1u, 1d, 2u, and 2d). (3i.3o) and the base platform (4i, 4o) is installed so as to be lifted by the cylinder (5i, 5o), the inner and outer formwork (6i. 6o) is provided, the inner and outer formwork (6i.6o) is coupled to form a predetermined interval by the tie bar (Tie Bar, 7), the concrete structure by pouring concrete between the formwork (6i.6o) After forming the upper concrete structure (C ') integrally with (C), the molds (6i, 6o) are demolded, and then the guide shoe (8o) is fixed to the upper side of the concrete structure (C') formed after the cylinder ( By operating the 5i, 5o), the inner and outer guide rails 3i, 3o and the base platform 4i, 4o are sequentially leveled with the upper guide shoes 8o. In the automatic formwork device to be raised, means for demolding and installing the inner and outer formwork is fixed to the outer formwork (6o) and holding the holding platform 11 and the lower portion of one side of the holding platform (11) Support the inclined movable jack (11a), the holding platform 11 and the sliding beam 12 fixed to the lower portion of the inclined movable jack (11a), and the sliding beam (12) at a predetermined interval and are installed on the base A plurality of pinions (12a, 12b) engaged with the rack (14) installed on the upper portion of the platform (4o), a horizontal movable jack (15) for closely contacting the base platform (4o) toward the concrete structure (C), and The sliding beam 21 is disposed below the inner formwork 6i and rotatably supports the inner rejection form 6i, and is disposed inclinedly between the inner formwork 6i and the sliding beam 21, and both ends thereof. Pivoted to the inner formwork 6i and the sliding beam 21, respectively And a plurality of rollers 21a, 21b provided at predetermined intervals on the inclined support jack 22, the sliding beam 21, and a guide rail 24a for guiding the rollers 21a, 21b. And, the guide beam 24 is supported on the upper portion of the base platform (4i), and after removing the tie bar (7) shortening the inclined movable jack (11a) and horizontal movable jack (15) the outer formwork ( 6o) together with the holding platform 11 (with the inclined state), the holding platform 11 is moved to the outside of the concrete structure C 'to demould the outer formwork 6o and shorten the inclined support jack 22. The inner formwork 6i is demolded by moving the sliding beam 21 supporting the inner formwork 6i to the inside of the concrete structure C 'in a state in which the inner formwork 6i is inclined. Die-auto lifter made. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019970048596A 1997-09-24 1997-09-24 Device for lifting concrete forms KR100239913B1 (en)

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Application Number Priority Date Filing Date Title
KR1019970048596A KR100239913B1 (en) 1997-09-24 1997-09-24 Device for lifting concrete forms

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KR1019970048596A KR100239913B1 (en) 1997-09-24 1997-09-24 Device for lifting concrete forms

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KR100239913B1 KR100239913B1 (en) 2000-01-15

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KR101145292B1 (en) * 2009-09-28 2012-05-14 코오롱글로벌 주식회사 Form for foundation structure of bridge
CN104326338A (en) * 2014-09-29 2015-02-04 中国建筑第八工程局有限公司 Jacking platform downwards hung elevator

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KR101513899B1 (en) * 2014-08-26 2015-04-23 현대건설 주식회사 Slip form for construction of high-rise structure
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KR101725899B1 (en) 2015-06-16 2017-04-27 고려대학교 산학협력단 Separated climbing formwork apparatus
KR101744345B1 (en) 2015-06-16 2017-06-08 고려대학교 산학협력단 Climbing formwork apparatus for cast-in-place concrete with exterior insulation
KR101857326B1 (en) 2015-06-23 2018-05-11 엘에스오토모티브테크놀로지스 주식회사 Touch-sensitive automotive room lamp module
CN105507580B (en) * 2016-01-27 2017-08-25 山东方圆建筑材料有限公司 A kind of hoisting template for integral elevator hoistway device
KR102387167B1 (en) 2019-11-11 2022-04-18 이병영 Form Panel Climbing System
KR102366117B1 (en) * 2020-01-28 2022-02-21 신윤재 Molding Apparatus for Precast Concrete Product

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100707549B1 (en) * 2005-06-29 2007-04-13 페리 게엠베하 Rail mounted climbing system
KR101048155B1 (en) * 2009-06-01 2011-07-11 진성토건 주식회사 Formwork Work Platform Connector
KR101145292B1 (en) * 2009-09-28 2012-05-14 코오롱글로벌 주식회사 Form for foundation structure of bridge
CN104326338A (en) * 2014-09-29 2015-02-04 中国建筑第八工程局有限公司 Jacking platform downwards hung elevator

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