KR960018107A - Formwork for concrete retaining wall and concrete pouring - Google Patents

Formwork for concrete retaining wall and concrete pouring Download PDF

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Publication number
KR960018107A
KR960018107A KR1019940030947A KR19940030947A KR960018107A KR 960018107 A KR960018107 A KR 960018107A KR 1019940030947 A KR1019940030947 A KR 1019940030947A KR 19940030947 A KR19940030947 A KR 19940030947A KR 960018107 A KR960018107 A KR 960018107A
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KR
South Korea
Prior art keywords
formwork
retaining wall
concrete
panel
same size
Prior art date
Application number
KR1019940030947A
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Korean (ko)
Inventor
허유
Original Assignee
허유
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 허유 filed Critical 허유
Priority to KR1019940030947A priority Critical patent/KR960018107A/en
Publication of KR960018107A publication Critical patent/KR960018107A/en

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Abstract

본 발명은 옹벽 성형용 거푸집 및 그 거푸집을 이용한 콘크리트 타설방법에 관한 것으로서, 더욱 상세하게는 아파트와 같이 동일크기의 옹벽을 연속적으로 성형하는데 사용되는 거푸집을 옹벽크기와 맞게 일체형으로 형성하고, 콘크리트의 타설이 삼발이에 의해 상부에서 연속적으로 이루어지도록 함으로써 거푸집 설치시간을 대폭 단축시킴과 동시에, 성형이 완료된 옹벽면이 평활로를 향상시켜 옹벽을 미려하게 마감시킬 수 있도록 하는 거푸집 및 그 거푸집을 이용한 콘크리트 타설공법에 관한 것이다.The present invention relates to a retaining wall forming formwork and a concrete placing method using the formwork, and more specifically, to form the formwork used to continuously form the retaining wall of the same size, such as apartments integrally to match the retaining wall size, Forming is carried out continuously from the top by the trivet, which greatly shortens the installation time of the formwork, and at the same time, the form retaining wall surface improves the smooth path so that the retaining wall can be beautifully finished. It is about public law.

상기 본 발명은 시공해야 할 건축물의 옹벽과 동일크기의 한장으로 거푸집(1)이 제작되어 거푸집 설치작업이 용이하게 안전하게 이루어지도록 하기 위한 것으로, 시공해야 할 옹벽과 동일크기를 가지는 판넬(2)과, 판넬(2) 후면 전길이에 일정간격으로 수평 설치되는 다수개의 수평지지대(3)와, 수평지지대(3) 후방에 일정간격으로 수평 설치되는 수직지지대(4)와 난간(5a)이 설치되어 있으며 판넬(2) 상측 전길이에 수평 설치되는 발판(5)으로 구성되는 것을 특징으로 한다.The present invention is to ensure that the formwork (1) is made of a piece of the same size as the retaining wall of the building to be constructed so that the formwork can be easily and safely, the panel (2) having the same size as the retaining wall to be constructed and A plurality of horizontal supports (3) horizontally installed at predetermined intervals on the front length of the panel (2), and vertical supports (4) and railings (5a) horizontally installed at a predetermined interval behind the horizontal support (3) are installed And it characterized in that the panel (2) consists of a footrest (5) which is horizontally installed on the upper front length.

Description

옹벽 성형용 거푸집 및 콘크리트 타설공법Formwork for concrete retaining wall and concrete pouring

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

제1도는 본 발명에 따른 거푸집의 일실시예를 나타내는 배면사시도,1 is a rear perspective view showing an embodiment of the formwork according to the present invention,

제2도는 본 발명에 따른 거푸집의 일실시예를 나타내는 설치상태 단면도,2 is a cross-sectional view of the installation state showing an embodiment of the formwork according to the invention,

제3도는 제2도의 A부를 확대도시한 단면도,3 is an enlarged cross-sectional view of part A of FIG.

제4도는 본 발명에 따른 거푸집의 배면도,4 is a rear view of the formwork according to the present invention,

제5도는 본 발명에 따른 거푸집을 이용한 콘크리트타설공법을 설명하기 위한 설명도이다.5 is an explanatory diagram for explaining a concrete placing method using formwork according to the present invention.

Claims (3)

시공해야 할 건축물의 옹벽과 동일크기의 한장으로 거푸집(1)이 제거되어 거푸집 설치작업이 용이하게 이루어지도록 하기 위한 것으로, 시공해야 할 옹벽과 동일크기를 가지는 판넬(2)과, 판넬(2) 후면 전길이에 일정간격으로 수평 설치되는 다수개의 수평지지대(3)와 수평지지대(3) 후방에 일정간격으로 수직 설치되는 수직지지대(4)와, 난간(5a)이 설치되어 있으며, 판넬(2)의 상측 전길이에 수평 설치되는 발판(5)으로 구성되는 것을 특징으로 하는 옹벽 성형용 거푸집.Formwork (1) of the same size as the retaining wall of the building to be constructed to remove the formwork (1) to facilitate the installation work, panel (2) and panel (2) having the same size as the retaining wall to be constructed A plurality of horizontal supports (3) and horizontal supports (3) installed horizontally at a predetermined interval on the front length of the rear and vertical supports (4) and a railing (5a) are installed vertically at a predetermined interval behind the panel (2) Forming wall for forming the retaining wall, characterized in that consisting of a footrest (5) horizontally installed on the upper full length of the). 제1항에 있어서, 수평지지대 (3)와, 수직지지대(4)를“ㄷ”형강으로 채용하여 사용하며, 수직지지대 (4)와 수직지지대(4) 사이에 소정의 틈새가 형성되도록 인접되게 설치하며, 틈새 사이의 판넬(2)에는 통공(7)이 관통 형성되어 2개의 거푸집(1)을 마주보게 세워 설치한 후 상기 통공(7) 내측으로 양단에 나사부가 형성된 볼트부재(6a)와 일측에 나사부와 체결되는 암나사부를 구비하고 타단에 스냅링(6b)이 끼워지는 한상의 고정부재(6d)로 이루어지는 체결볼트(6)를 삽입시켜 2개의 거푸집(1)이 일정간격을 유지하도록 설치할 수 있도록 된 것을 특징으로 하는 옹벽 정형용 거푸집.The horizontal support (3) and the vertical support (4) is used by employing the "c" section steel, and adjacent to the predetermined support to form a gap between the vertical support (4) and the vertical support (4). And a through hole 7 is formed through the panel 2 between the gaps, and the two dies 1 are formed to face each other, and then the bolt member 6a having threaded portions at both ends inside the through hole 7 is installed. It can be installed so that the two dies (1) to maintain a constant interval by inserting a fastening bolt (6) consisting of a fixing member (6d) of the upper end having a female screw portion to be fastened to the screw portion on one side and the snap ring (6b) is fitted on the other end. Retaining wall formwork, characterized in that. 시공해야 할 옹벽이 세워질 위치에 옹벽과 동일크기의 한쌍의 거푸집 (1)을 마주보게 세워 설치하고, 이 마주보게 세워 설치된 거푸집(1) 사이로 다수개의 체결보트(6)를 삽입시켜 한쌍의 거푸집(1)을 일정간격으로 유지토록 고정 설치하며, 거푸집(1)이 설치된 바닥면에는 다수개의 삼발이(9)를 거치시킨 뒤에 이 삼발이의 상측 소정위치에 여러개의 토막으로 분리가능하고 말단부가 지상으로부터 콘크리트를 공급하는 메인관(11)과 연결되는 콘크리트공급관(10)을 설치하여 지상으로부터 공급되는 콘크리트를 삼발이 (9)에 설치된 콘크리트공급관(10)을 통해 연속적으로 거푸집(1) 사이의 공간부에 콘크리트를 투입하는 것을 특징으로 하는 콘크리트 타설공법.Set up a pair of formwork (1) of the same size as the retaining wall at the location where the retaining wall to be constructed is installed, and insert a plurality of fastening boats (6) between the formwork (1) installed facing each other. 1) is fixed to maintain at regular intervals, and the bottom surface on which the formwork (1) is mounted is mounted with a plurality of trivets (9), which can be separated into several pieces at predetermined positions on the upper side of the trivets, and the ends are concrete from the ground. Concrete supply pipe 10 is connected to the main pipe (11) for supplying the concrete from the ground through the concrete supply pipe (10) installed in the trivet (9) concrete supplied from the ground concrete in the space between the formwork (1) Concrete pouring method characterized in that the input. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019940030947A 1994-11-23 1994-11-23 Formwork for concrete retaining wall and concrete pouring KR960018107A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019940030947A KR960018107A (en) 1994-11-23 1994-11-23 Formwork for concrete retaining wall and concrete pouring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019940030947A KR960018107A (en) 1994-11-23 1994-11-23 Formwork for concrete retaining wall and concrete pouring

Publications (1)

Publication Number Publication Date
KR960018107A true KR960018107A (en) 1996-06-17

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KR1019940030947A KR960018107A (en) 1994-11-23 1994-11-23 Formwork for concrete retaining wall and concrete pouring

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100481051B1 (en) * 2005-01-13 2005-04-07 주식회사 탑건축사사무소 Safety supportor of wall for building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100481051B1 (en) * 2005-01-13 2005-04-07 주식회사 탑건축사사무소 Safety supportor of wall for building

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