KR0165570B1 - Fabricated retaining wall - Google Patents

Fabricated retaining wall Download PDF

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Publication number
KR0165570B1
KR0165570B1 KR1019940024056A KR19940024056A KR0165570B1 KR 0165570 B1 KR0165570 B1 KR 0165570B1 KR 1019940024056 A KR1019940024056 A KR 1019940024056A KR 19940024056 A KR19940024056 A KR 19940024056A KR 0165570 B1 KR0165570 B1 KR 0165570B1
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KR
South Korea
Prior art keywords
retaining wall
bottom plate
plate member
prefabricated panel
wall member
Prior art date
Application number
KR1019940024056A
Other languages
Korean (ko)
Other versions
KR960011009A (en
Inventor
박칠림
김주식
이석태
Original Assignee
김우중
주식회사대우
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 김우중, 주식회사대우 filed Critical 김우중
Priority to KR1019940024056A priority Critical patent/KR0165570B1/en
Publication of KR960011009A publication Critical patent/KR960011009A/en
Application granted granted Critical
Publication of KR0165570B1 publication Critical patent/KR0165570B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 조립식 판넬옹벽에 관한 것으로, 저판부재의 상부면에는 요부가 형성되며 요부에는 옹벽부재가 수직하게 세워지고 옹벽부재는 저판부재에 지지부에 의해서 연결되어 조립되며 기계화 조립시공이 가능하여 시공속도가 빠른 효과가 있다.The present invention relates to a prefabricated panel retaining wall, the recess is formed on the upper surface of the bottom plate member and the retaining wall member is erected vertically on the recess, and the retaining wall member is assembled by being connected to the bottom plate member by the support, and the construction speed is possible by the mechanical assembly construction Has a quick effect.

Description

조립식 판넬 옹벽Prefabricated Panel Retaining Wall

제1도는 본 발명의 조립식 판넬 옹벽이 조립된 상태에서 도시되는 측단면도.1 is a side cross-sectional view of the prefabricated panel retaining wall of the present invention assembled.

제2도는 본 발명의 조립식 판넬 옹벽이 일렬로 설치된 상태에서 도시되는 평면도.2 is a plan view of the prefabricated panel retaining wall of the present invention in a row.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : 저판부재 2 : 요부1: bottom plate member 2: main part

3 : 옹벽부재 4 : 지지부재3: retaining wall member 4: supporting member

본 발명은 조립식 판넬 옹벽에 관한 것이다.The present invention relates to a prefabricated panel retaining wall.

종래에는 축대 옹벽을 축조하려면 현장에서 터파기를 하여 기초를 만들고 그 위에 거푸집을 세워 철근을 매설하고 타설하여 시공하였다.Conventionally, in order to build the retaining wall of the shaft, the foundation was made by digging at the site, and the formwork was placed thereon, and the reinforcing bars were laid and poured.

이러한 현장타설 옹벽은 숙련공이 시공하여야 하고 옹벽 표면도 깨끗하지 못하여 배수구도 별도로 배치하여야 한다.These retaining walls are to be constructed by skilled workers, and the retaining wall surface is not clean and drainage is to be arranged separately.

본 발명의 목적은 상기와 같은 단점을 해소하기 위하여 저판부재와 저판부재위에 세워지는 옹벽부재 및 옹벽부재를 저판부재에 지지하게 연결되는 지지부재로 이루어지는 조립식 판넬옹벽을 제공하고자 하는 것이다.An object of the present invention is to provide a prefabricated panel retaining wall made of a bottom plate member and a retaining wall member erected on the bottom plate member and a support member connected to the bottom plate member to support the bottom plate member.

본 발명을 첨부된 도면을 참조하여 하기에 설명한다.The present invention is described below with reference to the accompanying drawings.

제1도는 본 발명의 조립식 판넬옹벽이 조립된 상태에서의 측단면도를 도시하는데, 하부면이 지반과 수평하게 접하는 저판부재(1)의 상부면에 요부(2)가 형성되며, 상기 요부(2)에 옹벽부재(3)가 수직하게 세워지며, 상기 저판부재(1)와 상기 옹벽부재(3)에 연결핀을 매설하여 상기 연결핀을 지지부재(4)의 단부에 체결하여 상기 옹벽부재(3)를 지지하며, 상기 지지부재(4)는 부식방지를 위해 핫 디프 갈바나이즈드 되는 것을 특징으로 하는 조립식 판넬옹벽을 제공하고자 하는 것이다.1 is a side cross-sectional view of a prefabricated panel retaining wall of the present invention assembled, a recessed portion (2) is formed on the upper surface of the bottom plate member (1) whose lower surface is in contact with the ground, the recessed portion (2) The retaining wall member 3 is erected vertically, and a connecting pin is embedded in the bottom plate member 1 and the retaining wall member 3 to fasten the connecting pin to an end of the supporting member 4 to retain the wall. 3), and the support member 4 is to provide a prefabricated panel retaining wall, characterized in that the hot dip galvanized to prevent corrosion.

상기 저판부재(1)는 프리캐스트판으로 제작할 수 도 있고 현장에서 타설로 형성될 수 도 있다. 상기 저판부재(1)의 상부면에는 요부(2)가 형성되며 요부(2)에는 옹벽부재(3)가 수직하게 세워진다.The bottom plate member 1 may be manufactured by a precast plate or may be formed by pouring in the field. A recessed portion 2 is formed on an upper surface of the bottom plate member 1, and a retaining wall member 3 is vertically erected on the recessed portion 2.

상기 옹벽부재(3)는 프리캐스트판으로 제작되며 옹벽부재(3)의 외부표면은 깨끗한 상태로 유지될 수 있고 제물치장면이나 기타 문양도 깨끗하게 표현될 수 있다.The retaining wall member 3 is made of a precast plate, and the outer surface of the retaining wall member 3 can be kept clean, and the imprinting surface or other patterns can be expressed cleanly.

상기 옹벽부재(3)는 저판부재(1)의 상면으로 지지부재(4)에 의해서 연결되어 지지되는데, 상기 지지부재(4)는 부식방지를 위해 핫 디프 갈바나이즈드(Hot Deep Galvanized)된 원형, 사각, 십자, 앵글, H형강, C형강 등으로 제조된다.The retaining wall member 3 is connected to the upper surface of the bottom plate member 1 by the support member 4, and the support member 4 is hot deep galvanized to prevent corrosion. , Square, cross, angle, H-shaped steel, C-shaped steel, etc.

상기 지지부재(4)의 연결방법은 옹벽부재(3)와 저판부재(1)에 연결핀을 매설하고 지지부재(4)의 단부를 핀에 체결하여 이루어질 수 있으며, 기타 홈구조, 볼트 또는 용접이음 등도 가능하다.The method of connecting the support member 4 may be achieved by embedding a connection pin in the retaining wall member 3 and the bottom plate member 1 and fastening an end of the support member 4 to the pin. Joints are also possible.

제2도는 본 발명의 조립식 판넬옹벽이 일렬로 설치된 상태에서 평면도로 도시되는데, 저판부재(1)의 요부(2)에는 다수개의 옹벽부재(3)가 일렬로 설치되고 옹벽부재(3)의 사이에는 부직포 필터링재를 끼워 연결하므로 별도의 배수구 없이 시공이 가능하다.2 is a plan view of the prefabricated panel retaining wall of the present invention installed in a row, a plurality of retaining wall members (3) are provided in a line in the recess portion (2) of the bottom plate member (1) between the retaining wall member (3) There is a non-woven filtering material inserted into the connection can be installed without a separate drain.

상기와 같이 구성된 본 발명의 조립식 판넬옹벽은 공장 프리캐스트로 저판부재(1)와 옹벽부재(3)를 제작하여 기계화 조립시공이 가능하므로 종래에 비하여 시공속도가 현저하게 빠르고 옹벽부재(3)의 높이에 따라 지지부재(4)의 간격을 조절하여 옹벽부재(3)의 두께를 종래의 옹벽보다 얇게하여 콘크리트 물량을 줄일 수 있는 효과가 제공된다.The prefabricated panel retaining wall of the present invention configured as described above is manufactured in a factory precast base plate member 1 and the retaining wall member 3, so that it can be mechanically assembled. Therefore, the construction speed is remarkably faster than that of the conventional retaining wall member 3. The thickness of the retaining wall member 3 is made thinner than the conventional retaining wall by adjusting the interval of the supporting member 4 according to the height, thereby providing an effect of reducing the amount of concrete.

Claims (1)

하부면이 지반과 수평하게 접하는 저판부재(1)의 상부면에 요부(2)가 형성되며, 상기 요부(2)에 옹벽부재(3)가 수직하게 세워지며, 상기 저판부재(1)와 상기 옹벽부재(3)에 연결핀을 매설하여 상기 연결핀을 지지부재(4)의 단부에 체결하여 상기 옹벽부재(3)를 지지하며, 상기 지지부재(4)는 부식방지를 위해 핫 디프 갈바나이즈드 되는 것을 특징으로 하는 조립식 판넬옹벽.A recessed portion 2 is formed on the upper surface of the bottom plate member 1 whose lower surface is in contact with the ground horizontally, and the retaining wall member 3 is erected vertically on the recessed portion 2, and the bottom plate member 1 and the A connection pin is embedded in the retaining wall member 3 to fasten the connecting pin to an end of the support member 4 to support the retaining wall member 3, and the support member 4 is hot deep galvanized to prevent corrosion. Prefabricated panel retaining wall, characterized in that the de.
KR1019940024056A 1994-09-24 1994-09-24 Fabricated retaining wall KR0165570B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019940024056A KR0165570B1 (en) 1994-09-24 1994-09-24 Fabricated retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019940024056A KR0165570B1 (en) 1994-09-24 1994-09-24 Fabricated retaining wall

Publications (2)

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KR960011009A KR960011009A (en) 1996-04-20
KR0165570B1 true KR0165570B1 (en) 1999-02-18

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100436961B1 (en) * 2000-03-17 2004-06-23 주식회사 삼보기술단 The assembled retaining wall structure using 3-dimensional earth pressure effect
KR100979513B1 (en) * 2008-03-07 2010-09-02 대상엔지니어링(주) Complex retainaing wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100436961B1 (en) * 2000-03-17 2004-06-23 주식회사 삼보기술단 The assembled retaining wall structure using 3-dimensional earth pressure effect
KR100979513B1 (en) * 2008-03-07 2010-09-02 대상엔지니어링(주) Complex retainaing wall

Also Published As

Publication number Publication date
KR960011009A (en) 1996-04-20

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