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RWStainless Steel Shear Gates

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Leakage for the shear gates shall be restricted to 0.1 gpm/ft or less of the seal perimeter at the design seating head and unseating head. Shear gates shall be designed to be suitable for the application and designed to handle 10-ft of seating head and 10-ft of unseating head as a minimum.  

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GENERAL

  1. The hand-pull shear gates shall be provided as specified and as shown in the Contract Documents.    

SUBMITTALS

  1. Submittals shall include, at a minimum, detailed custom drawings of the gate assembly with dimensional and mounting information and a listing of the materials of construction. General arrangement drawings and cut sheets are not considered acceptable drawings.  

QUALITY ASSURANCE

  1. The basis for the design of the shear gates is the Model RW7400-S as manufactured by RW Gate Company, Troy, NY.
  2. All gates shall be shop inspected for proper operation prior to shipment.
  3. Welds shall be performed by welders with ASME Section IX certification.
  4. The gate manufacturer shall be ISO 9001:2015 certified.  

MATERIALS OF CONSTRUCTION

  1. All stainless steel referenced in this specification shall be Type (304)(316) or Type (304L)(316L), ASTM A240 or ASTM A276 unless otherwise indicated herein.
    1. All welded stainless steel components shall be constructed of Type (304L)(316L) stainless steel.
    2. All structural stainless steel used in the construction of slide plates and frames shall have a minimum material thickness of 3/16-inch.
    3. All non-welded stainless steel components, excluding anchor bolts and assembly bolts, shall be Type (304)(316) or Type (304L)(316L) stainless steel.
    4. Anchor bolts and assembly bolts shall be Type 316 stainless steel.