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PHC Composite Pile with PHC Pile and Steel Tubular Pile and Constructing Method thereof and Reinforcing Method and Structure of such Composite Pile
The present invention relates to a reinforcing method of a composite pile comprising a PHC pile and a steel pipe pile, a reinforcing structure, a composite pile reinforced thereby and a construction method thereof, which install and construct a composite pile under the ground. The reinforcing method of a composite pile comprising a PHC pile and a steel pipe pile, the reinforcing structure, the composite pile reinforced thereby and the construction method thereof arrange a reinforcing body in a hollow of a PHC pile, fills a filling coupling material so as to embed the reinforcing body, and forms a reinforcing part on a section required for reinforcement to reinforce the composite pile even when the steel pipe pile is embedded into the ground at less than a designed height by a height difference of an underground support layer to which a front end of the PHC pile is fixed, thereby securing enough strength and structural stability of the composite pile.
본 발명은 복합말뚝을 지중에 설치하여 시공함에 있어서, PHC 말뚝의 선단이 고정되는 지하 지지층의 높이 차이로 인하여 강관말뚝이 설계된 깊이보다 덜 지중에 근입되더라도, PHC 말뚝의 중공 내에 보강체를 배치하고 보강체를 매립되도록 충진결합재를 채워서 보강필요구간에 보강부를 형성하여 보강함으로써 복합말뚝의 충분한 강성과 구조적 안정성을 확보할 수 있는 "PHC 말뚝과 강관 말뚝으로 이루어진 복합말뚝의 보강방법과 보강구조, 그리고 이에 의해 보강된 복합말뚝과 그 시공방법"에 관한 것이다.
PHC Composite Pile with PHC Pile and Steel Tubular Pile and Constructing Method thereof and Reinforcing Method and Structure of such Composite Pile
The present invention relates to a reinforcing method of a composite pile comprising a PHC pile and a steel pipe pile, a reinforcing structure, a composite pile reinforced thereby and a construction method thereof, which install and construct a composite pile under the ground. The reinforcing method of a composite pile comprising a PHC pile and a steel pipe pile, the reinforcing structure, the composite pile reinforced thereby and the construction method thereof arrange a reinforcing body in a hollow of a PHC pile, fills a filling coupling material so as to embed the reinforcing body, and forms a reinforcing part on a section required for reinforcement to reinforce the composite pile even when the steel pipe pile is embedded into the ground at less than a designed height by a height difference of an underground support layer to which a front end of the PHC pile is fixed, thereby securing enough strength and structural stability of the composite pile.
본 발명은 복합말뚝을 지중에 설치하여 시공함에 있어서, PHC 말뚝의 선단이 고정되는 지하 지지층의 높이 차이로 인하여 강관말뚝이 설계된 깊이보다 덜 지중에 근입되더라도, PHC 말뚝의 중공 내에 보강체를 배치하고 보강체를 매립되도록 충진결합재를 채워서 보강필요구간에 보강부를 형성하여 보강함으로써 복합말뚝의 충분한 강성과 구조적 안정성을 확보할 수 있는 "PHC 말뚝과 강관 말뚝으로 이루어진 복합말뚝의 보강방법과 보강구조, 그리고 이에 의해 보강된 복합말뚝과 그 시공방법"에 관한 것이다.
PHC Composite Pile with PHC Pile and Steel Tubular Pile and Constructing Method thereof and Reinforcing Method and Structure of such Composite Pile
PHC 말뚝과 강관말뚝으로 이루어진 복합말뚝의 보강방법, 보강구조, 및 이에 의해 보강된 복합말뚝과 그 시공방법
OH SUNG NAM (Autor:in)
28.01.2020
Patent
Elektronische Ressource
Koreanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2015
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