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Obtained construction technology examination certification" Non-welded brace reinforcement "Smart Attach Method

The Smart Attach method is a non-welding, short-term bracing reinforcement method that replaces traditional seismic reinforcement.

★Acquisition of Construction Technology Examination Certification★ On December 2, 2019, we obtained the "Construction Technology Examination Certification (Building Technology)" from the Japan Architecture Center (BCJ - Examination Certification - 259). The Smart Attach Method is a non-welded joint method for brace reinforcement ends in seismic retrofitting of steel structures. It uses uniquely shaped SA hardware, SA plates, and high-strength bolts to connect to existing structures (H-shaped cross-section columns and beams). Feature 1: No on-site welding required Reduces fire risk. Minimizes fire protection measures. Feature 2: Construction can be done while occupied Simplifies construction through bolt connections. Can be installed without the need for large scaffolding, allowing brace reinforcement work to be carried out while the building is in use. Feature 3: No need to drill bolt holes in the flange Since drilling bolt holes in the flange is unnecessary, there is no cross-section loss in the flange, resulting in minimal reduction in the cross-sectional performance of H-shaped materials. Feature 4: Reduction in work hours and shortening of construction period Contributes to reducing work hours and shortening the construction period through reduced fire protection measures due to non-welding, minimized changes in manufacturing lines and equipment, and enabling construction while occupied.

Homepage of the Steel Frame Seismic Reinforcement System Smart Attach Method.

basic information

<Smart Attach Method Specifications> Target Area: Reinforcement of braces for steel frame columns and beams Existing Steel Column/Beam Shape: H-shaped cross-section material (rolled, welded assembly) Applicable Column/Beam Flange Width: 124-305 mm Applicable Column/Beam Height: 1200 mm or less Web Width to Thickness Ratio: 71 or less Brace Material Angle: 20-70 degrees <Materials Used> SA Hardware: 3 types, cast steel products (equivalent to JIS G 5102/ SCW480) SA Plate: 490 Newton class steel material High-Strength Bolts: Torus-type high-strength bolts (S10T) or high-strength hex bolts for friction joints (F10T) - Detailed examination will be conducted by our company. The quantity of SA hardware and bolt diameter will be determined based on the required load capacity at the brace connection. - This method corresponds to the connection method between H-shaped cross-section materials and brace materials in brace reinforcement methods. - The cross-section examination of brace materials (including gusset plates) and the seismic reinforcement design of buildings using braces fall within the scope of the seismic reinforcement designer's considerations. *This will not be implemented by Senkushia.

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Purpose: Seismic reinforcement for steel structures Achievements: Senkushia Co., Ltd. Kanto Manufacturing Plant (in-house factory) and others

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