Sheng steel silo, silo thickness, steel silo steel silo Central Sheng offer. We are in the Super silo Anyang City Development Co., Ltd. (www.aclsol.com) located: Henan Anyang specializes in: design of large steel library, cement silo, fly ash silo, grain silo, slag powder steel plate library The main content of the range of 1: cement harden, physical indicators library library cement wall in steel internal temperature difference caused by the decline in gas and moisture barrier technologies. Effective control environment within the library plate temperature of minus 50 ℃ to 160 ℃ temperature, cement steel library in the physical indicators of change. 2: Cement steel library in the library at the end of the water and leakage problems. Use of library materials Polymer waterproof outer end of the bottom plate technology library secondary reinforcement waterproof, steel top and bottom plates library library library using corrosion-resistant waterproof material basis for the final barrier waterproof, steel library foundation and library at the end of the concrete used in full waterproof, impermeable concrete. Controlled Combat Range: Waterproof grade level, grades 1-3 million tons of steel library leak in thickness between P8-P12 steel silo, steel library between 5-20 tons of P12. 3: Cement silo discharge machining problem completely steel library, patented technology to ensure that the steel library on demand, on time and the material requirements and smooth the material, completely discharge requirements. Empty steel Sink discharge rate of 1-3 million tons more than 99.9%, 5-20 million tons of steel library of more than 99.99%. Cement steel silo structure design should be based on the structure of the course load may occur simultaneously, according to the carrying capacity limit state and serviceability limit state load effects were combined and taken into their most unfavorable combination meter design. Cement steel silos by ultimate limit state design should adopt the basic combination of load effects, load partial coefficient values ??according to the following provisions: a permanent load partial coefficient: The unfavorable structure, taking 1.2; advantageous when the structure , generally take 1.0; silo against overturning calculations 0.9. 2 variable load partial coefficient: Chu cement loading takes 1.3; 1.4 to take other variable loads. 3 1.3 earthquake action taken. Cement steel silo normal limit state design of steel silo should be used short-term load effect combinations, load partial coefficient were taken 1.0 steel silos cement silo volume warehouse load combination machines, variable load combination factors should access to the following provisions: 1 no wind load participation portfolio, taking 1.0. 2 wind load participation portfolio, cement load is 1.0; the other variable load 0.6. 3 have to participate in a combination of earthquake, cement loading 0.9; 1.0 earthquake action taken; snow load of 0.5; excluding wind loads; floor variable load: When the practical considerations to take 1.0, when you press the equivalent uniform load 0.6.