High Tensile F1554 Grade 36 All Thread Rod For Building & Bridges
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ASTM F1554 Anchor Bolt & Anchor Rod ASTM F1554 is a standard specification for anchor bolts that are designed to be used in structural applications. These bolts are typically used to secure steel structures to concrete or masonry foundations. The F1554 ......
Ningbo YokeLink Machinery Co., Limited
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Grade 8.8 High Strength Anchor Bolts Steel Threaded Rod For Foundation
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Wind Power High Strength Threaded Steel Rod All Thread Bar Coupling Nut Bolt Anchor Plate Wind Turbine Anchor Bolts Description: Wind turbine anchor bolt raw material is 42CrMoA and other equivalent materials. It is purchased from large and qualified steel......
Powerchina Henan Electric Power Equipment Co., Ltd.
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GB1449.2-2007 JIS Grade A Steel Rebar Rod Spiral Shape 12mm Deformed Bar
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GB1449.2-2007 JIS for Construction Rebar Deformed Screw Thread Steel Bar Screw thread steel is widely used in building, bridge, road and other civil engineering construction. Large to highways, railways, Bridges, culverts, tunnels, flood control, DAMS and ......
Shandong Quantong Metal Products Co., Ltd.
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Steel Construction Formwork Accessories N16×600mm Reinforce Steel Starter Bar
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...threaded-rebar-bolt-n20-x-600mm Deformed Threaded Rod Stud Rod For Building Construction Material Product Decription Threaded rebar is used as an alternative anchoring method when securing sign structures, wind towers, structural steel, and other foundation applications. These rods are most commonly made from ASTM A615 Grade......
Qingdao Taosheng Hardware Products Co., Ltd
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Austenitic Stainless Steel ASTM A453 660 Hardware Fastener Bolt Nut Washer
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...GRADE 660 CL A,B,C,D FASTENERS SPECIFICATION Specifications : IS, BS, ASTM Standard : ASTM / ASME - A/ SB 193 Size : 3 mm to 200 mm Length :M02 to M30 Type : Bolts, nuts, Washers, Anchor Fasteners, Stud Bolts, Eye Bolt, Stud, Threaded Rod, Cotter Pin, Socket Screw, Fine Fasteners & Spares, Foundation Fasteners, etc. 2. A453 GRADE......
Zhengzhou Huitong Pipeline Equipment Co.,Ltd.
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