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Priority to KR1019910009906ApriorityCriticalpatent/KR930000760A/en
Publication of KR930000760ApublicationCriticalpatent/KR930000760A/en
본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.
제1도는 본 발명의 공법을 이용하여 시공된 것을 나타낸 방파제 사시도.1 is a perspective view showing a breakwater that was constructed using the method of the present invention.
제2도는 본 발명의 공법에 의해 완성된 방파제의 단면도.2 is a cross-sectional view of the breakwater completed by the method of the present invention.
Claims (1)
통상의 방법으로 사석방파제(1)를 완성하고 일정간격으로 다수의 치밀하고 견고한 포대(2)를 사석방파제(1)의 경사면에 연하여 고정설치한 후, 상기 포대(2)내에 스러리상태의 콘크리트(3)를 주입하여 경화시킴을 특징으로 하는 방파제 축조공법.After completion of the dead stone breakwater (1) by the usual method and a plurality of dense and rigid turrets (2) to the inclined surface of the dead stone breakwater (1) at fixed intervals, and then installed in the sluice state in the bag (2) Breakwater construction method characterized in that the hardening by injecting concrete (3).※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019910009906A1991-06-151991-06-15
Breakwater construction method
KR930000760A
(en)