Announced details
Construction-related applications; shear reinforcement for foundation joints and column bases; building structures using braces
Reinforcement capacity of 500–2,000 kN. In combination with the Base Pack column-base method, the product can accommodate large braces in the 6,000 kN class, subject to design conditions.
Joint development partner. Capital and personnel relationships: Not disclosed.
Head office: Shinagawa-ku, Tokyo; Representative Director and President: Ishikura Yukito (石倭行人). Other company information: Not disclosed.
Japan ERI Co., Ltd. (structural evaluation)
ERI-K23008 (structural evaluation). Expiration date: Not disclosed.
In this announcement the company addresses none of Contract Value / Offering price / Impact on Business Performance.
Structural evaluation by Japan ERI Co., Ltd. (ERI-K23008)
| Item | Details |
|---|---|
| Names of Products / Services Covered | Shear Side Plus (Shear Bolt Type), a foundation-joint and shear-reinforcement method, Base Plus Q3 |
| Counterparty | Nippon Steel Engineering Co., Ltd. |
| Counterparty overview | Head office: Shinagawa-ku, Tokyo; Representative Director and President: Ishikura Yukito (石倭行人). Other company information: Not disclosed. |
| Relationship with the Company | Joint development partner. Capital and personnel relationships: Not disclosed. |
| Launch date | 15 May 2026 (scheduled launch) |
| Applicable area | Construction-related applications; shear reinforcement for foundation joints and column bases; building structures using braces |
| Awarding / certifying body | Japan ERI Co., Ltd. (structural evaluation) |
| Registration number and expiry date | ERI-K23008 (structural evaluation). Expiration date: Not disclosed. |
| Quantitative Effects | Reinforcement capacity of 500–2,000 kN. In combination with the Base Pack column-base method, the product can accommodate large braces in the 6,000 kN class, subject to design conditions. |
| Source | Structural evaluation by Japan ERI Co., Ltd. (ERI-K23008) |
Items this document does not state (8)
These are items the company does not state in this document. We do not leave them blank, nor fill them in from other sources or by inference.
The reasons the company gives
The company's own explanation, not something inferred from the numbers.To transmit shear forces that cannot be handled by the column base alone to the foundation structure, reduce rework and structural calculation time during structural design, and improve labor efficiency and reduce manpower requirements at construction sites.