WO2026133314 - UNIFORMLY PLACED SINGLE LAYER UNREINFORCED CONCRETE ARMOR UNIT ON AND PARALLEL TO THE SLOPE OF BREAKWATER
National phase entry is expected:
Publication Number
WO/2026/133314
Publication Date
25.06.2026
International Application No.
PCT/ID2025/000005
International Filing Date
18.11.2025
Title **
[English]
UNIFORMLY PLACED SINGLE LAYER UNREINFORCED CONCRETE ARMOR UNIT ON AND PARALLEL TO THE SLOPE OF BREAKWATER
[French]
UNITÉ DE PROTECTION EN BÉTON NON RENFORCÉE À COUCHE UNIQUE UNIFORMÉMENT PLACÉE SUR ET PARALLÈLE À LA PENTE DU BRISE-LAMES
Applicants **
BADAN RISET DAN INOVASI NASIONAL (BRIN)
Inventors
ISTIYANTO, Dinar Catur
JAUZI, Zuhdan
WULANDARI, Ika
HAMID, Affandy
WARDANI, Khusnul Setia
SUJOKO, Sungsang Urip
SUBARKAH, Aris
FIRMANSYAH, Raka
YUNIARDI, Rizaldi Caesar
SURANTO, -
AZIIZ, Shafan Abdul
HARITA, Yofan Tahamano D
RAHILI, Nurkhalis
PUTRA, Favian Mafazi Giska
RATNASARI, Esti
KONGKO, Widjo
ARMONO, Haryo Dwito
Priority Data
P00202415449
16.12.2024
ID
Application details
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International Searching Authority |
MOIP
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| Recordal of a Change of the Applicant's Name/Address |
Change of Applicant's Name and Address
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| Type of Assignment |
The Standard Agent's Assignment
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| Applicant's Legal Status |
Legal Entity
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| Entry into National Phase under |
Chapter I
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| Patent Delivery |
Send the Letters Patent by Courier
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Quotation for National Phase entry
| Country | Stages | Total | |
|---|---|---|---|
| China | Filing, Examination, Granting | 1956 | |
| EPO | Filing, Examination, Granting | 11606 | |
| Japan | Filing, Examination, Granting | 1831 | |
| South Korea | Filing, Examination, Granting | 1218 | |
| USA | Filing, Examination, Granting | 4740 |
Total:
21,351
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Abstract[English]
Rubble mound structures requires an armor layer to reduce wave force. This concrete armor unit consists of a nose section (A), a body section (C), and a tail section (D). On the right and left sides, there are wing parts (B1 and B2) that protrude in the YZ plane. The wing section (B) is integrated with the body section (C) with additional concrete thickening at the junction to reduce stress. Two interlocking systems include the wing section (B) lock as the basis for placing the nose section (A) of the other armor unit and the tail section (D) designed so the wing section (B) can rest on it.[French]
Des structures en enrochements nécessitent une couche de protection permettant de réduire la force des vagues. Cette unité de protection en béton est constituée d'une section nez (A), d'une section corps (C) et d'une section queue (D). Sur les côtés droit et gauche, des parties ailes (B1 et B2) sont présentes et font saillie dans le plan YZ. La section aile (B) est intégrée à la section corps (C) avec un épaississement de béton supplémentaire au niveau de la jonction pour réduire la contrainte. Deux systèmes de verrouillage comprennent le verrou de section aile (B) comme base pour placer la section nez (A) de l'autre unité de protection et la section queue (D) conçue de telle sorte que la section aile (B) peut reposer sur celle-ci.