A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Retaining wall with prestressed concrete tie and method for constructing thesame
The present invention relates to a retaining wall constructed with concrete ties and a method for constructing the same that allow both sides/ends of the retaining wall to be rigidly constructed with the concrete ties, without having any separate structure. According to the present invention, the retaining wall constructed with concrete ties includes: a first layer constituting the bottom of the retaining wall and having first to third outer wall ties arranged in a longitudinal direction, the first to third outer wall ties having the same lengths as each other; a second layer having a cut tie located on the first outer wall tie disposed on one side end of the ties of the first layer in such a manner as to be cut to a smaller length than the first outer wall tie, a first cross tie located transversely with respect to the cut tie, a fourth outer wall tie located in the same direction as the cut tie in such a manner as to come into contact with the first cross tie, a second cross tie located transversely with respect to the fourth outer wall tie, and a fifth outer wall tie located in the same direction as the fourth outer wall tie in such a manner as to come into contact with the second cross tie; and a third layer formed on top of the second layer and having a sixth outer wall tie located on the cut tie, a third cross tie located vertically with respect to the sixth outer wall tie, and a seventh outer wall tie located in the same direction as the sixth outer wall tie in such a manner as to come into contact with the third cross tie; and a filling soil layer filled on the first to third layers.
본 발명의 콘크리트 침목으로 축조된 옹벽은, 옹벽 하부를 구성하는 제 1 층으로서, 동일한 길이의 침목들을 길이방향에 해당하는 종방향으로 배열된 제 1 내지 제 3 외벽 침목들로 이루어진 제 1 층과, 상기 제 1 층을 구성하는 침목들 중 일측 단부에 배치된 제 1 외벽 침목 상에 상기 제 1 외벽 침목의 길이보다 작은 길이로 절단된 침목에 해당하는 절단 침목과, 상기 절단 침목에 대하여 수직한 방향인 횡방향으로 제 1 교차 침목과, 상기 교차 침목에 접하면서 상기 절단 침목과 동일한 방향으로 배치된 제 4 외벽 침목과, 상기 제 4 외벽 침목에 대하여 수직한 방향인 횡방향으로 배치된 제 2 교차 침목과, 상기 제 2 교차 침목에 접하면서 상기 제 4 교차 침목과 동일한 방향으로 배치된 제 5 외벽 침목을 포함하는 제 2 층과, 상기 제 2 층 상에 배치되는 제 3 층으로서, 상기 절단 침목 상에 배치되는 제 6 외벽 침목과, 상기 제 6 외벽 침목에 대하여 수직한 방향인 제 3 교차 침목과, 상기 제 3 교차 침목에 접하면서 상기 제 6 외벽 침목과 동일한 방향으로 배치된 제 7 외벽 침목을 포함하는 제 3 층과, 상기 제 1 층 내지 제 3 층 각각에 채워지는 채움토층을 포함한다.
Retaining wall with prestressed concrete tie and method for constructing thesame
The present invention relates to a retaining wall constructed with concrete ties and a method for constructing the same that allow both sides/ends of the retaining wall to be rigidly constructed with the concrete ties, without having any separate structure. According to the present invention, the retaining wall constructed with concrete ties includes: a first layer constituting the bottom of the retaining wall and having first to third outer wall ties arranged in a longitudinal direction, the first to third outer wall ties having the same lengths as each other; a second layer having a cut tie located on the first outer wall tie disposed on one side end of the ties of the first layer in such a manner as to be cut to a smaller length than the first outer wall tie, a first cross tie located transversely with respect to the cut tie, a fourth outer wall tie located in the same direction as the cut tie in such a manner as to come into contact with the first cross tie, a second cross tie located transversely with respect to the fourth outer wall tie, and a fifth outer wall tie located in the same direction as the fourth outer wall tie in such a manner as to come into contact with the second cross tie; and a third layer formed on top of the second layer and having a sixth outer wall tie located on the cut tie, a third cross tie located vertically with respect to the sixth outer wall tie, and a seventh outer wall tie located in the same direction as the sixth outer wall tie in such a manner as to come into contact with the third cross tie; and a filling soil layer filled on the first to third layers.
본 발명의 콘크리트 침목으로 축조된 옹벽은, 옹벽 하부를 구성하는 제 1 층으로서, 동일한 길이의 침목들을 길이방향에 해당하는 종방향으로 배열된 제 1 내지 제 3 외벽 침목들로 이루어진 제 1 층과, 상기 제 1 층을 구성하는 침목들 중 일측 단부에 배치된 제 1 외벽 침목 상에 상기 제 1 외벽 침목의 길이보다 작은 길이로 절단된 침목에 해당하는 절단 침목과, 상기 절단 침목에 대하여 수직한 방향인 횡방향으로 제 1 교차 침목과, 상기 교차 침목에 접하면서 상기 절단 침목과 동일한 방향으로 배치된 제 4 외벽 침목과, 상기 제 4 외벽 침목에 대하여 수직한 방향인 횡방향으로 배치된 제 2 교차 침목과, 상기 제 2 교차 침목에 접하면서 상기 제 4 교차 침목과 동일한 방향으로 배치된 제 5 외벽 침목을 포함하는 제 2 층과, 상기 제 2 층 상에 배치되는 제 3 층으로서, 상기 절단 침목 상에 배치되는 제 6 외벽 침목과, 상기 제 6 외벽 침목에 대하여 수직한 방향인 제 3 교차 침목과, 상기 제 3 교차 침목에 접하면서 상기 제 6 외벽 침목과 동일한 방향으로 배치된 제 7 외벽 침목을 포함하는 제 3 층과, 상기 제 1 층 내지 제 3 층 각각에 채워지는 채움토층을 포함한다.
Retaining wall with prestressed concrete tie and method for constructing thesame
콘크리트 침목으로 축조된 옹벽과, 그 옹벽의 축조 방법
HAN YOU SU (author)
2019-01-11
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
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