KR970015940A - Interlock structure of underground continuous wall using concrete pile and construction method of underground continuous wall - Google Patents

Interlock structure of underground continuous wall using concrete pile and construction method of underground continuous wall Download PDF

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Publication number
KR970015940A
KR970015940A KR1019950029066A KR19950029066A KR970015940A KR 970015940 A KR970015940 A KR 970015940A KR 1019950029066 A KR1019950029066 A KR 1019950029066A KR 19950029066 A KR19950029066 A KR 19950029066A KR 970015940 A KR970015940 A KR 970015940A
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KR
South Korea
Prior art keywords
pile
interlock structure
continuous wall
concrete pile
concrete
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Application number
KR1019950029066A
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Korean (ko)
Inventor
김일능
Original Assignee
김일능
대능산업 주식회사
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Publication date
Application filed by 김일능, 대능산업 주식회사 filed Critical 김일능
Priority to KR1019950029066A priority Critical patent/KR970015940A/en
Publication of KR970015940A publication Critical patent/KR970015940A/en

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Abstract

본 발명은 콘크리트 파일을 이용한 연속벽체시공방법 및 인터록 구조에 관한 것으로, 콘크리트 파일의 양쪽에 기초강판을 부착시키고, 이에 널강판 또는 널강재를 서로 대칭되게 용접시킨 다음, 파일을 연속적으로 타설할 때 널강판으로 파일과 파일사이에 그라우팅주입공간을 형성시키도록 하고, 이에 시멘트 몰탈들의 그라우팅재를 층진시키는 방법으로 파일과 파일을 경화된 그라우팅재로 접합시켜 줌과 아울러 파일과 파일사이를 강도가 우수하고 수밀하게 밀폐할 수 있도록 하므로서 토사는 물론이고 지층의 침투수의 누출현상은 완벽하게 방지할 수 있도록 한 것이다.The present invention relates to a continuous wall construction method and an interlock structure using a concrete pile, and to attach the base steel plate on both sides of the concrete pile, weld the steel sheet or the steel plate symmetrically to each other, and then when the pile is poured continuously The grouting injection space is formed between the pile and pile by a null steel sheet, and the pile and pile are bonded with hardened grouting material by struting the grouting material of cement mortar, and the strength between pile and pile is excellent. By making it possible to seal tightly and tightly, it is possible to completely prevent the leakage of infiltration water from the ground and the ground.

Description

콘크리트 파일을 이용한 지중역속벽체의 인터록 구조 및 지중연소벽체의 시공방법Interlock Structure of Underground Rapid Walls Using Concrete Piles and Construction Method of Underground Combustion Walls

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

제1도는 본 발명의 본 발명은 추구하기위한 파일의 인터록 구조를 예시한 콘크리트 파일의 평단면도.1 is a cross-sectional plan view of a concrete pile illustrating the interlock structure of the pile for pursuing the present invention of the present invention.

제2도는 본 발명의 콘크리트 파일의 인터록 구조를 나타내는 정면 예시도.Figure 2 is an exemplary front view showing the interlock structure of the concrete pile of the present invention.

제3도는 본 발명의 콘크리트 파일의 인터록 구조를 부착시키기 위한 기초 강판의 다른 실시예를 나타낸 측면 예시도.3 is a side view illustrating another embodiment of the base steel sheet for attaching the interlock structure of the concrete pile of the present invention.

제4도는 본 발명의 인터록 구조를 이용하여 지중연속벽체를 시공하는 방법을 예시한 평면 구성도.4 is a plan view illustrating a method of constructing a continuous wall of the underground structure using the interlock structure of the present invention.

제5도는 본 발명의 (가)(나)(다)도는 본 발명으로 지중연속벽체의 시공방법을 예시한 실시예의 평면 구성도들.5 is a plan configuration diagram of an embodiment illustrating a method of constructing a continuous wall of the present invention according to (a) (b) (c) of the present invention.

Claims (4)

콘크리트 파일을 서로 인접되게 연속적으로 타설하여 연속벽체를 구축하는 시공방법에 있어서, 상기 콘크리트 파일의 양쪽에 부착시킨 기초강판의 대칭위치에 널강판을 용접한 다음, 콘크리트 파일을 지반에 타설할 때 서로 인접되는 파일들의 각 널강판이 일정한 간격을 유지한채 마주하면서 그라우팅주입공간을 형성하도록하고, 이어서 널강판들이 형성하고 있는 그라우팅주입공간에 그라우팅재를 층진시켜서 콘크리트 파일과 널강판공간을 그라우팅재로서 일체화 시킴을 특징으로 하는 콘크리트 파일을 이용한 연속벽체 시공 방법.In a construction method in which a continuous pile is constructed by continuously placing concrete piles adjacent to each other, in which a steel sheet is welded to a symmetrical position of a base steel sheet attached to both sides of the concrete pile, and then when the concrete piles are placed on the ground, Integrate concrete pile and sheet steel space as grouting material by struting grouting material into grouting injection space formed by the steel plates, and facing each other at regular intervals. Continuous wall construction method using a concrete pile, characterized in that. 콘크리트 파일의 양측에 기초강판을 일체로 대설시킨 다음, 상기 기초강판에는 다수개의 콘크리트 파일이 인접되게 연속해서 타설될 때 그라우팅공간을 형성시킬 수 있도록 널강판이나 널강재로 된 인터록을 대칭상태로 용접하여서 됨을 특징으로 하는 콘크리트 파일을 이용한 지중연속벽체의 인터록 구조.After the foundation steel plate is integrally laid on both sides of the concrete pile, the base steel sheet is welded symmetrically to the base steel sheet so that a grouting space can be formed when a plurality of concrete piles are placed adjacently and continuously. Interlock structure of the continuous wall of the underground using concrete piles, characterized in that. 제2항에 있어서, 상기 인터록 구조는 대칭되는 것끼리 결속되면서 그라우팅공간을 형성할 수 있는 고리모양으로 구성하여서 됨을 특징으로 하는 콘크리트 파일을 이용한 지중연속벽체의 인터록 구조.3. The interlock structure according to claim 2, wherein the interlock structure is configured in a ring shape capable of forming a grouting space while binding symmetrical ones to each other. 제2항 또는 제3항 중 어느 한 항에 있어서, 콘크리트 파일의 양측에 인터록 구조가 용접되는 양측 기초강판이 일정한 각도를 유지하도록 대설함을 특징으로 하는 콘크리트 파일을 이용한 지중연속벽체의 인터록 구조.The interlock structure according to any one of claims 2 and 3, wherein both base steel plates, to which the interlock structure is welded to both sides of the concrete pile, are laid so as to maintain a constant angle. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950029066A 1995-09-06 1995-09-06 Interlock structure of underground continuous wall using concrete pile and construction method of underground continuous wall KR970015940A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019950029066A KR970015940A (en) 1995-09-06 1995-09-06 Interlock structure of underground continuous wall using concrete pile and construction method of underground continuous wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019950029066A KR970015940A (en) 1995-09-06 1995-09-06 Interlock structure of underground continuous wall using concrete pile and construction method of underground continuous wall

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KR970015940A true KR970015940A (en) 1997-04-28

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100499338B1 (en) * 2002-07-03 2005-07-04 (주)세일엔지니어링 Conduit using phc pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100499338B1 (en) * 2002-07-03 2005-07-04 (주)세일엔지니어링 Conduit using phc pile

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