Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for soil sheathing structure having zero pressure grouting cut off wall and soil sheathing structure constructed by the same
The present invention relates to a method for constructing a soil sheathing structure formed with a zero-pressure grouting cut-off wall, comprising: a step (S10) of constructing a soil sheathing wall body including a plurality of piles and a furring strip supporting the piles in the longitudinal direction; and a step (S20) of constructing a cut-off wall body by injecting a grouting material into a plurality of casings at a zero-pressure and drawing the casings after stroking and ridging the casings into the ground by adjacent between the piles composing the soil sheathing wall body between the soil sheathing wall body and the ground, thereby capable of securing water tightness without excessively using the grout material.
본 발명은 복수의 말뚝과 복수의 말뚝을 횡방향으로 지지하는 띠장을 포함하는 흙막이벽체를 시공하는 단계(S10); 상기 흙막이벽체와 지반 사이에서 흙막이벽체를 구성하는 말뚝 간에 인접하여 복수의 케이싱을 지반에 타입하고 배토한 후에 상기 케이싱 내부에 무압으로 그라우트재를 주입하고 상기 케이싱을 인발하여 차수벽체를 시공하는 단계(S20);를 포함하는 것을 특징으로 하는 무압 그라우팅 차수벽이 형성된 흙막이구조 시공방법에 관한 것이다.
Construction method for soil sheathing structure having zero pressure grouting cut off wall and soil sheathing structure constructed by the same
The present invention relates to a method for constructing a soil sheathing structure formed with a zero-pressure grouting cut-off wall, comprising: a step (S10) of constructing a soil sheathing wall body including a plurality of piles and a furring strip supporting the piles in the longitudinal direction; and a step (S20) of constructing a cut-off wall body by injecting a grouting material into a plurality of casings at a zero-pressure and drawing the casings after stroking and ridging the casings into the ground by adjacent between the piles composing the soil sheathing wall body between the soil sheathing wall body and the ground, thereby capable of securing water tightness without excessively using the grout material.
본 발명은 복수의 말뚝과 복수의 말뚝을 횡방향으로 지지하는 띠장을 포함하는 흙막이벽체를 시공하는 단계(S10); 상기 흙막이벽체와 지반 사이에서 흙막이벽체를 구성하는 말뚝 간에 인접하여 복수의 케이싱을 지반에 타입하고 배토한 후에 상기 케이싱 내부에 무압으로 그라우트재를 주입하고 상기 케이싱을 인발하여 차수벽체를 시공하는 단계(S20);를 포함하는 것을 특징으로 하는 무압 그라우팅 차수벽이 형성된 흙막이구조 시공방법에 관한 것이다.
Construction method for soil sheathing structure having zero pressure grouting cut off wall and soil sheathing structure constructed by the same
무압 그라우팅 차수벽이 형성된 흙막이구조 시공방법 및 이에 의해 시공되는 흙막이구조
HA YOUNG PAN (Autor:in) / HAN JEONG HEUI (Autor:in) / WHANG KI MOOK (Autor:in)
24.07.2018
Patent
Elektronische Ressource
Koreanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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