KR930018103A - Construction method that can build underground waterproofing building without formwork - Google Patents

Construction method that can build underground waterproofing building without formwork Download PDF

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Publication number
KR930018103A
KR930018103A KR1019920003064A KR920003064A KR930018103A KR 930018103 A KR930018103 A KR 930018103A KR 1019920003064 A KR1019920003064 A KR 1019920003064A KR 920003064 A KR920003064 A KR 920003064A KR 930018103 A KR930018103 A KR 930018103A
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KR
South Korea
Prior art keywords
building
waterproof
double
formwork
waterproof panel
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Application number
KR1019920003064A
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Korean (ko)
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KR950002122B1 (en
Inventor
이재문
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이재문
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Priority to KR1019920003064A priority Critical patent/KR950002122B1/en
Publication of KR930018103A publication Critical patent/KR930018103A/en
Application granted granted Critical
Publication of KR950002122B1 publication Critical patent/KR950002122B1/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
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

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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)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

본 발명은 아파트, 상업용 건물 또는 일반주택 등 각종 건물의 축조시 콘크리트 몰타르를 위한 별도의 거푸집을 설치하지 않고 방수판넬과 함께 일체의 콘크리트 몰타르를 하무로서 견고하고 완벽한 방수상태의 지하 건물을 축조할 수 있는 공법에 관한 것으로, 특히, 본 발명의 지하바닥에 배설된 자갈과 철근 상의 건축 용적에 따른 설정라인에 T형 파일과 코너 또는 기둥부재가 되는 연결형강을 이중의 등간격으로 입설하되 이 사이로 철근 골재를 개재하여 비닐 코팅이 된 나무판 양면으로 함식이 부착된 3층 구조의 방수판넬을 이중벽이 형성되도록 각기 조립식으로 간단히 체결 고정함과 동시에 천정부 역시 T형 파일을 수평상태로 격간 배설하여 다수의 판넬을 재치, 연결 접속한 후 이의 상부와 이중 벽체를 형성하는 방수판넬 사이로 철근과 콘크리트 몰타르를 투입하는 축소공겁을 연속 반복하여 지하층의 건물 축조를 수행할 수 있으므로서 2중 벽체를 형성하는 방수판넬에 의해 별도의 방수작업이나 번잡한 거푸집 설치 등이 없이도 간편하게 지하층 건물을 완벽한 상태로 축조할 수 있는 공법에 관한 것이다.The present invention can build a solid and perfect waterproof underground building by installing any concrete mortar with a waterproof panel without installing a separate formwork for concrete mortar when constructing various buildings such as apartments, commercial buildings or general houses. In particular, the connection between the T-shaped piles and corners or pillar members in the setting line according to the building volume on the gravel and rebar disposed in the basement floor of the present invention in double equal intervals between the reinforcing bars The three-layer waterproof panel with a formula attached to both sides of vinyl-coated wooden boards is easily assembled and fastened to form a double wall through the aggregate. At the same time, the ceiling is also provided with horizontally spaced T-shaped piles. After the panel is mounted and connected, the reinforcing bar and the cone between the upper part and the waterproof panel forming the double wall The basement building can be easily completed without additional waterproofing or complicated formwork by the double-walled waterproof panel, which allows the building of the basement floor to be repeated by repeatedly repeating the reduction of the mortar. It is about construction method to be able to build.

Description

거푸집 설치없이 지하방수건물을 축조할 수 있는 공법Construction method that can build underground waterproofing building without formwork

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

제2도는 본 발명의 지하바닥에 배설된 철근상에 앵글과 T형 파일을 이중으로 용접 고정시키는 제1차 공정 예시도, 제4도는 본 발명의 제2차 공정에서 T형 파일을 용접하여 기립 시킨 후 방수판넬을 내, 외측 이중으로 조립고정하는 제3차 고정 예시도, 제5도는 제3차 공정시 코너부와 벽체 중간적 개소에 기둥을 형성시키는 연결 형강의 조립 예시도, 제7도 (a)는 제6도의 A-A선 단면도이고, (b)는 H빔을 제거한 후 벽체를 형성시키는 예시도, 제10도는 제9도의 B-B선 단면도로서 콘크리트 몰타르된 벽체와 천정의 연결구조를 나타낸 단면도.FIG. 2 is a diagram illustrating a first process of welding an angle and a T-shape to a double weld on a reinforcing bar disposed on an underground floor of the present invention. FIG. 4 is a stand-up welding of a T-shape in a second process of the present invention. Figure 3 is a third fixed illustration of the assembly of the waterproof panel inside and outside the double, Figure 5 is an illustration of the assembly of the connection section steel to form a column between the corner portion and the wall during the third process, Figure 7 (a) is a sectional view taken along the line AA of FIG. 6, (b) is an exemplary view of forming a wall after removing the H beam, and FIG. 10 is a sectional view taken along the line BB of FIG. 9 showing a connection structure between the concrete mortar wall and the ceiling. .

Claims (1)

지하건물을 축조함에 있어서, 지하바닥에 배설된 철근(14)상의 건물 설정 라인에 T형 파일(20)과 연결형강(30)을 2중의 등간격으로 다수 입설하되 이들 사이로 철근골재(14´)를 개재함과 동시에 내, 외측으로 방수판넬(40)을 조립 체결 하여 2중 벽체를 형성하는 한편, T형파일(20)과 연결형강(30)의 내측상부에 고정앵글(25)과 함께 T형 파일(20)을 수평상태로 격간 재치 고정하고 이에 다수의 천정판넬(50)을 연결 접속하여 천정부를 형성한 다음, 상기2중 벽체를 형성하는 내, 외측 방수판넬(40) 사이와 천정부 상에 콘크리트 몰타르를 동시에 투입하는 동일한 방법으로 방수 상태의 지하층 건물을 연속적으로 촉조할 수 있도록 한 공법.In constructing the underground building, a plurality of T-shaped piles 20 and connecting steels 30 are placed in double equal intervals on the building setting line on the reinforcing bar 14 disposed on the basement floor, and between them, the reinforcing aggregate (14 '). While assembling and assembling and fastening the waterproof panel 40 to the inside and the outside to form a double wall, while the T-shaped pile 20 and the fixing angle 25 with the fixed angle 25 on the inner upper portion of the connection steel (30) After the mold pile 20 is horizontally spaced and fixed, the plurality of ceiling panels 50 are connected to each other to form a ceiling part, and then between the inner and outer waterproof panels 40 forming the double wall and the ceiling part. The same method of simultaneously injecting concrete mortar into the building to continuously urge a waterproof basement building. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019920003064A 1992-02-27 1992-02-27 Formless style working method for underground constructions KR950002122B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019920003064A KR950002122B1 (en) 1992-02-27 1992-02-27 Formless style working method for underground constructions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019920003064A KR950002122B1 (en) 1992-02-27 1992-02-27 Formless style working method for underground constructions

Publications (2)

Publication Number Publication Date
KR930018103A true KR930018103A (en) 1993-09-21
KR950002122B1 KR950002122B1 (en) 1995-03-13

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ID=19329565

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019920003064A KR950002122B1 (en) 1992-02-27 1992-02-27 Formless style working method for underground constructions

Country Status (1)

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KR (1) KR950002122B1 (en)

Also Published As

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KR950002122B1 (en) 1995-03-13

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