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Structure of rebar cage for cast in place pile
The present invention relates to a reinforcing bar net structure for a cast-in-place pile, and more specifically, to a reinforcing bar net structure for a cast-in-place pile, which includes a main reinforcing bar and a hooped reinforcing bar having a fastening part spaced apart by a predetermined interval along the outside, wherein the main reinforcing bar is inserted into the fastening part at a side portion of the hooped reinforcing bar by force. Accordingly, the present invention allows the main reinforcing bars to be inserted into the side portion of the hooped reinforcing bar by force and is fixedly arranged thereon in a state that the main reinforcing bar is spaced apart from the hooped reinforcing bar by the predetermined interval, thereby reinforcing fastening force between the main reinforcing bar and the hooped reinforcing bar, preventing the main reinforcing bar from being deformed when placing concrete, and uniformly implementing reinforcing concrete required strength after curing since a standard position of the main reinforcing bar is fixed thereto.
본 발명은, 현장타설 말뚝용 철근망 구조에 관한 것으로서, 보다 상세하게는, 주철근 및 외측을 따라 일정 간격으로 이격된 결속부가 형성된 띠철근을 포함하며, 주철근이 띠철근의 측부에서 결속부에 억지끼움되는 것을 특징으로 하는 현장타설 말뚝용 철근망 구조에 관한 것이다. 본 발명에 따르면, 띠철근의 측부에 주철근들이 억지끼워지되, 주철근이 띠철근에 일정한 간격으로 이격된 상태로 고정배치됨으로써 주철근과 띠철근 간의 결속력이 강화됨과 동시에 콘크리트 타설시 주철근이 변형되는 것을 방지하고, 주철근의 기준위치가 고정되기 때문에 양생 이후에 철근 콘크리트 필요강도가 균일하게 발현되는 효과가 있다.
Structure of rebar cage for cast in place pile
The present invention relates to a reinforcing bar net structure for a cast-in-place pile, and more specifically, to a reinforcing bar net structure for a cast-in-place pile, which includes a main reinforcing bar and a hooped reinforcing bar having a fastening part spaced apart by a predetermined interval along the outside, wherein the main reinforcing bar is inserted into the fastening part at a side portion of the hooped reinforcing bar by force. Accordingly, the present invention allows the main reinforcing bars to be inserted into the side portion of the hooped reinforcing bar by force and is fixedly arranged thereon in a state that the main reinforcing bar is spaced apart from the hooped reinforcing bar by the predetermined interval, thereby reinforcing fastening force between the main reinforcing bar and the hooped reinforcing bar, preventing the main reinforcing bar from being deformed when placing concrete, and uniformly implementing reinforcing concrete required strength after curing since a standard position of the main reinforcing bar is fixed thereto.
본 발명은, 현장타설 말뚝용 철근망 구조에 관한 것으로서, 보다 상세하게는, 주철근 및 외측을 따라 일정 간격으로 이격된 결속부가 형성된 띠철근을 포함하며, 주철근이 띠철근의 측부에서 결속부에 억지끼움되는 것을 특징으로 하는 현장타설 말뚝용 철근망 구조에 관한 것이다. 본 발명에 따르면, 띠철근의 측부에 주철근들이 억지끼워지되, 주철근이 띠철근에 일정한 간격으로 이격된 상태로 고정배치됨으로써 주철근과 띠철근 간의 결속력이 강화됨과 동시에 콘크리트 타설시 주철근이 변형되는 것을 방지하고, 주철근의 기준위치가 고정되기 때문에 양생 이후에 철근 콘크리트 필요강도가 균일하게 발현되는 효과가 있다.
Structure of rebar cage for cast in place pile
현장타설 말뚝용 철근망 구조
SEOK HA KYUN (author) / LEE SUNG JIN (author) / HEO WAN (author)
2019-09-25
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
ANTI-LIFTING ASSEMBLY OF REBAR CAGE, REBAR CAGE AND CONSTRUCTION METHOD OF CAST-IN-PLACE PILE
European Patent Office | 2016
|Rebar Cage Application to Cast-in-place Cantilever Box Girder, Hozu Bridge
British Library Conference Proceedings | 2002
|Rebar Cage Application to Cast-in-place Cantilever Box Girder, Hozu Bridge
British Library Conference Proceedings | 2002
|