KR860001257A - Construction method of continuous wall of soft ground - Google Patents

Construction method of continuous wall of soft ground Download PDF

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Publication number
KR860001257A
KR860001257A KR1019840004205A KR840004205A KR860001257A KR 860001257 A KR860001257 A KR 860001257A KR 1019840004205 A KR1019840004205 A KR 1019840004205A KR 840004205 A KR840004205 A KR 840004205A KR 860001257 A KR860001257 A KR 860001257A
Authority
KR
South Korea
Prior art keywords
main
wall
continuous wall
unit
soft ground
Prior art date
Application number
KR1019840004205A
Other languages
Korean (ko)
Inventor
다까시 다께시다
Original Assignee
다까시 다께시다
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 다까시 다께시다 filed Critical 다까시 다께시다
Priority to KR1019840004205A priority Critical patent/KR860001257A/en
Publication of KR860001257A publication Critical patent/KR860001257A/en

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

내용 없음No content

Description

연약지반의 연속벽 조성공법Construction method of continuous wall of soft ground

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

제1도는 본 발명을 수갱(竪坑)의 히이빙(heaving)방지에 응용한 일부의 사면도.1 is a perspective view of a part of the present invention applied to the prevention of heaving of the shaft.

제2도는 굴삭(掘削)의 지수벽에 응용한 경우의 일부 결제된 사면도2 is a partial set of slopes when applied to the excavation wall of excavation

Claims (1)

연약지반중에 시공기계의 3측 교반로드로써 지반 개량경화제를 분사교반하여 3개의 주체 엘리멘트를 연접한 주렬벽체를 구성하여, 이 주렬벽체의 기본 유닛 및 2차 유닛을 순차로 혼합 연접하는 연속벽의 조성공법에 있어서 상기 주렬벽체의 기본 유닛을 소정간격의 극간부를 설치하여 열설 조성하며 그 기본 유닛의 주렬벽체가 경화되지 않는 동안에 이 2차 유닛의 한가운데의 주체엘리멘트를 이 극간부의 상부에 위치하여, 양측의 주체엘리멘트와 기본 유닛의 외측의 주체 엘리멘트를 재차 중복 혼합하므로써 중복연결부를 조성하며, 전체를 일체로 연계하여 연속벽을 조성하는 것을 특징으로 하는 연약지반중의 연속벽 조성 공법.In the soft ground, three-side stirring rod of the construction machine sprays and stirs the ground-improving hardener to form a row wall which connects three main elements to form a continuous wall in which the main unit and the secondary unit of the row wall are sequentially mixed and connected. In the composition method, the base unit of the main wall is arranged by arranging the gap between predetermined intervals, and the main element in the middle of the secondary unit is located above the gap while the main wall of the main unit is not cured. A method of forming a continuous wall in a soft ground, characterized in that the overlapping portion is formed again by mixing the main element elements on both sides and the main element elements on the outer side of the basic unit again, and the continuous wall is formed by connecting the whole body integrally. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019840004205A 1984-07-18 1984-07-18 Construction method of continuous wall of soft ground KR860001257A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019840004205A KR860001257A (en) 1984-07-18 1984-07-18 Construction method of continuous wall of soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019840004205A KR860001257A (en) 1984-07-18 1984-07-18 Construction method of continuous wall of soft ground

Publications (1)

Publication Number Publication Date
KR860001257A true KR860001257A (en) 1986-02-24

Family

ID=55316336

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019840004205A KR860001257A (en) 1984-07-18 1984-07-18 Construction method of continuous wall of soft ground

Country Status (1)

Country Link
KR (1) KR860001257A (en)

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