The responsiveness document shall include a set of acceptance criteria, which shall serve as the basis for acceptance after confirmation through negotiation by homo sapiens. The acceptance criteria shall not be lower than internationally/domestically published standard.
1.The safety factor shall not be less than 1.5
2.The deformation value of steel template panel is less than 1.5mm, the thickness of the panel is not less than 6mm, and the deformation value of the back strap is less than 2mm.
3.The seam between the templates should not be larger than 1.0mm. The templates should be numbered in detail and equipped with pull rod nuts.
4.The welding between the template structures is full welding without jump welding.
5.The strength, stiffness and stability of the formwork meet the requirements of no deformation during multiple handling of the formwork.
6.The template design meets the relevant national standard design requirements.
7.The design and production of the template meet the requirements of "Safety Technical Code for Construction Template" (JGJ162-2008).
8.The steel meets the national industry standard.
9.The template size is accurate, enough stiffness, the joint is tight and smooth, and the plate surface is smooth and clean.
10.In order to ensure the clear water effect of concrete finish, the joint between the template panel and the large template corresponds to the designed open joint and cicada joint.