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Okabe Product Catalog

A B C G TemporaryConstructionConcreteRebar Work Formwork CivilEngineeringSeparator Joint:Timber LaggingSeparator joint hardware for timber laggingSeparator Joint:Timber Lagging● Securely fasten Type N, H, and NN by usingbarbed nails.● Note that the allowable load differs dependingon the type and moisture contentof timber lagging.● After hammering the stopper hardware,check separator rotation prevention effect.● * When using Type K, double checkwhether the wedge is working properly.CautionsFeatures● Prevents the rotation of separator byhammering the stopper hardware.Product Weight(kg/pc)Quantity(pc/case)Weight(kg/case) PackingType N?100 0.10 100 10.0 Case   N?150 0.12 100 12.5 Case   H?150 0.20 50 10.0 Case   K 0.24 50 12.0 Case   N?100 (without stopper) 0.15 200 21.0 BagType N (without stopper)Type HType NType K◆Horizontal sheet pile construction method working drawing■ Fastening with nails ◆Size  Type N?100, 150■ Inserting between H-beam flangeand timber lagging  Type H?150■ Fastening with wedges  Type K■ Fastening with nails  Type NN  (without rotation stopper)Product Type N?100, 150Size Workingmethod1. Fasten the product with 6 (six) barbednails.* The maximum wall thicknessN-100: 85mm.N-150:135mm.Product Type H?150Size Workingmethod1. Insert one side of the plate betweenH-beam flange and timber lagging.2. Fasten the product with 2 (two) barbed nails* The maximum wall thicknessH-150:135mm.Product Type NN?100 (without rotation stopper)Size Workingmethod1. Installation is completed by just hammeringin six barbed nails into timber lagging.* The maximum wall thickness adjustingdimension for N-100 is 85mm.Product Type KSize Workingmethod1. Make a φ23 thorough hole to timber lagging.2. Insert the product in the hole.3. Hook the rotating wedge, and strike thefixing wedge.* The maximum wall thicknessK:85mm.146(96)50491550423.24214650802549154.5146(96)50503.219176※Timber Lagging width30~45491542Product No. B20-0020Product No. B20-003059