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Floor-standing steel silo area of reinforcement

Floor-standing steel silo area of reinforcement

Floor-standing steel silo area of reinforcement

Floor-standing steel silo construction must adhere to the design drawings, acceptance specifications and construction plans. If the design needs to be modified during Floor-standing steel silo construction, it must be approved by the original design unit or Party A’s representative and relevant personnel of the supervision unit, and written visa procedures must be completed in advance. The equipment and main materials used in the oil tank construction project must have certificates of conformity and quality assurance.

Allowable Design Stresses
The maximum allowable design stresses for the Floor-standing steel silo materials outlined in Q.2.1 shall be in accordance with Table Q-3.The values for the allowable design tensile stress given in Table Q-3 for materials other than bolting steel are the lesser of (a) 331/3% of the specified minimum ultimate tensile strength for the material or (b) 662/3% of the specified minimum yield strength, but they are 75% of the specified minimum yield strength for the stainless steel, nickel alloy, and aluminum materials. Allowable test stresses are based on the limitation of API 620 oil tank storage standard Q.8.1.3.

This standard establishes minimum requirements for API 650 tank material, Floor-standing steel silo design, fabrication, erection, and inspection for ertical. aboveground´╝îclosed- and open-top.

In December of 2015, our regular India customer sent us an inquiry for Floor-standing steel silo pipe. The inquiry requires no negative tolerance in both pipes’ outer diameter and pipe wall. After two weeks’ discussion, he put the order of 275 tons to us. The pipes are finished within just one month. Our customer come to our factory to inspect the quality and tolerance, all the products are well meet his demand. The pipes are arriving to Nhava Sheva port, customer is very happy with our products and service during the process.

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