KR940004150A - Retaining wall for widening road side of concrete pavement and construction method - Google Patents

Retaining wall for widening road side of concrete pavement and construction method Download PDF

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Publication number
KR940004150A
KR940004150A KR1019920014061A KR920014061A KR940004150A KR 940004150 A KR940004150 A KR 940004150A KR 1019920014061 A KR1019920014061 A KR 1019920014061A KR 920014061 A KR920014061 A KR 920014061A KR 940004150 A KR940004150 A KR 940004150A
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KR
South Korea
Prior art keywords
retaining wall
tie
concrete pavement
road
concrete
Prior art date
Application number
KR1019920014061A
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Korean (ko)
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KR940009455B1 (en
Inventor
강행언
Original Assignee
최진택
주식회사 제일엔지니어링
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.)
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Publication date
Application filed by 최진택, 주식회사 제일엔지니어링 filed Critical 최진택
Priority to KR1019920014061A priority Critical patent/KR940009455B1/en
Publication of KR940004150A publication Critical patent/KR940004150A/en
Application granted granted Critical
Publication of KR940009455B1 publication Critical patent/KR940009455B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings

Abstract

본 발명은 노견의 가장자리를 성토작업으로 시공한 기존의 콘크리트 포장도로에서 노견족에 차선을 증설함에 있어서 법면을 최대한 유지하되 노견측에 옹벽을 설치하여 기존의 콘크리트 도로측과 연결 양생하므로서 신속하고 능률적으로 도로확장공사를 실현할 수 있는 옹벽과 이를 이용하여 도로확폭공사를 하는 방법에 관한 것으로서, 단면이 L자상으로 된 기판(2)에서 직각되게 올려 세운 직벽상에 타이-바(7)를 설치하고, 그 상단벽 (4)의 이면상에는 가드레일 설치용 지주 (13)를 설치 한 것을 특징으로 하는 콘크리트 포장도로 확폭용 옹 벽과. 콘크리트 포장도로의 노견과 법면의 가장자리 일부를 절취하고 바닥을 정지작업한 다음에. 단면이 L자상으로 된 옹벽기판의 직벽 안쪽에다 타이-바를 설치함과 동시에 가드레일설치용 지주를 설치한 옹벽을 설치하고, 이어서 그 타이-바와 기존 콘크리트 포장도로측에서 인출된 철근을 연결용 타이-바로 연결하고, 그 밑을 됫채움한 후에 콘크리트를 타설하여 노면 겸용의 콘크리트 노견을 구축하는 것을 특징으로 하는 옹벽을 이용한 콘크리트 포장도로의 확폭 시공방법을 특징으로 한다.The present invention maintains the maximum surface area in the existing concrete pavement, which is constructed by filling the edge of the road, while maintaining the maximum surface area, and installs the retaining wall on the side of the road to cure the connection with the existing road. Retaining wall that can realize road extension work and road expanding work using this method, Tie-bar (7) is installed on the straight wall erected perpendicularly from the L-shaped substrate (2) On the back side of the upper wall (4) and retaining wall for widening the concrete pavement, characterized in that the guard rail mounting support (13) is installed. After cutting the roadside and the edges of the concrete pavement and stopping the ground. A tie-bar is installed inside a straight wall of a retaining wall substrate having an L-shape in cross section, and a retaining wall with guardrail mounting pillars is installed.Tie-bars and tie-bars for connecting rebars drawn from the existing concrete pavement side. It is characterized by the method of widening construction of concrete pavement using retaining wall, which is directly connected and filled with the bottom, and then the concrete is poured to build the concrete road surface for the combined use of road surface.

Description

콘크리트포장도로의 노견측 도로확폭용 옹벽 및 그 시공방법Retaining wall for widening road side of concrete pavement and construction method

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명에 의한 도로확폭용 옹벽의 사시도,1 is a perspective view of a retaining wall for expanding the road according to the present invention;

제2도는 옹벽의 다른 실시예에 의한 옹벽의 단면도,2 is a cross-sectional view of a retaining wall according to another embodiment of the retaining wall;

제4도는 콘크리트 노견에 옹벽을 결착하여 예비시공한 경우의 단면도4 is a cross-sectional view in the case of preliminary construction by binding the retaining wall to the concrete

제5도는 제3도의 단면상세도.5 is a cross-sectional detail of FIG.

Claims (2)

단면이 L자상으로 된 기판(2)에서 직각되게 올려 세운 직벽상에 타이-바(7)를 설치하고, 그 상단벽 (4)의 이면상에는 가드 레일 설치용 지주(13)를 설치한 것을 특징으로 하는 콘크히트 포장도로 회폭용 옹벽.A tie bar 7 is provided on a straight wall erected at right angles to the L-shaped substrate 2, and a guard rail mounting support 13 is provided on the rear surface of the upper wall 4 thereof. Repellent retaining wall on concrete heat pavement. 콘크리트 포장도로의 노견과 법면의 가장자리 일부를 절취하고 바닥을 정지작업한 다음에, 단면이 L자상으로 된 옹벽기판의 직벽 안쪽에다 타이-바를 설치함과 동시에 가드레일설치용 지주를 설치한 옹벽을 설치하고, 이어서 그 타이-바와 기존 콘크리트 포장도로측에서 인출된 철근을 연결용 타이-바로 연결하고, 그 밑을 됫채움한 후에 콘크리트를 타설하여 노면 겸용의 콘크리트 노견을 구축하는 것을 특징으로 하는 옹벽을 이용한 콘크리트 포장도로의 확폭 시공방법.After cutting the roadside and part of the edge of the concrete pavement and stopping the floor, install the tie-bar inside the straight wall of the retaining wall board with the L-shape in cross section, and install the retaining wall with the guardrail installation pillar. Then, the tie-bar and the reinforcing bar drawn from the existing concrete pavement side are connected with tie-bars for connection, and after filling the bottom, the retaining wall is characterized by constructing a concrete road surface by placing concrete. Expansion construction method of concrete pavement used. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019920014061A 1992-08-05 1992-08-05 Warking method and road-shoulder wall for concrete road-shoulder KR940009455B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019920014061A KR940009455B1 (en) 1992-08-05 1992-08-05 Warking method and road-shoulder wall for concrete road-shoulder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019920014061A KR940009455B1 (en) 1992-08-05 1992-08-05 Warking method and road-shoulder wall for concrete road-shoulder

Publications (2)

Publication Number Publication Date
KR940004150A true KR940004150A (en) 1994-03-14
KR940009455B1 KR940009455B1 (en) 1994-10-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019920014061A KR940009455B1 (en) 1992-08-05 1992-08-05 Warking method and road-shoulder wall for concrete road-shoulder

Country Status (1)

Country Link
KR (1) KR940009455B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441379B1 (en) * 2001-12-28 2004-07-23 김미경 Road extension method and precast concrete structure applied to it
KR100722963B1 (en) * 2004-11-25 2007-05-30 프레이씨네 Stabilized soil structure and facing elements for its construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441379B1 (en) * 2001-12-28 2004-07-23 김미경 Road extension method and precast concrete structure applied to it
KR100722963B1 (en) * 2004-11-25 2007-05-30 프레이씨네 Stabilized soil structure and facing elements for its construction

Also Published As

Publication number Publication date
KR940009455B1 (en) 1994-10-13

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