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A platform for research: civil engineering, architecture and urbanism
METHOD FOR CONSTRUCTING RETAINING WALL
The present invention relates to a method to construct a retaining wall to increase passive resistance by grouting of an excavation surface and, more specifically, relates to a method to construct the retaining wall to increase passive resistance by grouting of an excavation surface, which can inhibit displacement on a side of the excavation surface of the retaining wall by carrying out reinforcement of the ground by grouting on a side of the excavation surface of the retaining wall such that the retaining wall can stand alone without installing a reinforcing member such as a strut. According to a preferred embodiment of the present invention, the method to construct a retaining wall to increase passive resistance by grouting an excavation surface, comprises: (a) a step of forming a peristyle wall along a boundary line of a lot; (b) a step of forming ground reinforcing passive resistance parts by grouting at a certain depth of the ground at regular intervals in a traverse direction on a front surface of the peristyle wall; and (c) a step of excavating the front surface of the peristyle wall up to a depth where the ground reinforcing passive resistance parts are formed.
본 발명은 굴착면 그라우팅에 의한 수동저항력 증대 흙막이 벽체 시공방법에 관한 것으로서, 더욱 상세하게는 흙막이벽체의 굴착면측에 그라우팅에 의한 지반보강을 실시하여 별도의 버팀보 등의 보강 부재의 설치를 하지 않고서도 흙막이 벽체의 자립이 가능하고 흙막이 벽체의 굴착면측 변위를 억제할 수 있는 굴착면 그라우팅에 의한 수동저항력 증대 흙막이 벽체 시공방법에 관한 것이다. 본 발명의 바람직한 일 실시예는 (a) 대지 경계선을 따라 주열벽을 형성하는 단계; (b) 주열벽 전면의 횡방향의 일정 간격마다 지반의 일정 깊이에 그라우팅하여 지반보강 수동저항부를 형성하는 단계; (c) 주열벽의 전면을 지반보강 수동저항부가 형성된 깊이까지 굴착하는 단계;를 포함하여 이루어진다.
METHOD FOR CONSTRUCTING RETAINING WALL
The present invention relates to a method to construct a retaining wall to increase passive resistance by grouting of an excavation surface and, more specifically, relates to a method to construct the retaining wall to increase passive resistance by grouting of an excavation surface, which can inhibit displacement on a side of the excavation surface of the retaining wall by carrying out reinforcement of the ground by grouting on a side of the excavation surface of the retaining wall such that the retaining wall can stand alone without installing a reinforcing member such as a strut. According to a preferred embodiment of the present invention, the method to construct a retaining wall to increase passive resistance by grouting an excavation surface, comprises: (a) a step of forming a peristyle wall along a boundary line of a lot; (b) a step of forming ground reinforcing passive resistance parts by grouting at a certain depth of the ground at regular intervals in a traverse direction on a front surface of the peristyle wall; and (c) a step of excavating the front surface of the peristyle wall up to a depth where the ground reinforcing passive resistance parts are formed.
본 발명은 굴착면 그라우팅에 의한 수동저항력 증대 흙막이 벽체 시공방법에 관한 것으로서, 더욱 상세하게는 흙막이벽체의 굴착면측에 그라우팅에 의한 지반보강을 실시하여 별도의 버팀보 등의 보강 부재의 설치를 하지 않고서도 흙막이 벽체의 자립이 가능하고 흙막이 벽체의 굴착면측 변위를 억제할 수 있는 굴착면 그라우팅에 의한 수동저항력 증대 흙막이 벽체 시공방법에 관한 것이다. 본 발명의 바람직한 일 실시예는 (a) 대지 경계선을 따라 주열벽을 형성하는 단계; (b) 주열벽 전면의 횡방향의 일정 간격마다 지반의 일정 깊이에 그라우팅하여 지반보강 수동저항부를 형성하는 단계; (c) 주열벽의 전면을 지반보강 수동저항부가 형성된 깊이까지 굴착하는 단계;를 포함하여 이루어진다.
METHOD FOR CONSTRUCTING RETAINING WALL
굴착면 그라우팅에 의한 수동저항력 증대 흙막이 벽체 시공방법
KIM HYO SOOK (author) / YUN SEON HUI (author)
2016-05-11
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
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