Generally speaking, the high-formwork support system is a general term refers to the construction of steel pipe erection and formwork system with a height of 8 meters or more for large-scale frame structures. There are many accidents in the construction using the high-formwork support system. This passage is written to tell you how to avoid the construction risk when using the high formwork support system.

For the construction of high-support formwork support system, it is necessary to make a good construction plan first, and then submitting the plan to the company's chief engineer for approval. When it comes to the high-risk high-formwork support system construction project, the plan needs to pass the expert argument before implementation. The final construction must be implemented according to the final plan.

After the completion of the support mold’s construction, it needs to be inspected and accepted subject to the safety rules. If these safety facilities no to up to the standards, the construction project cannot be continued. When the rectification is required, the rectification shall be carried out in full cooperation with the rectification in accordance with the requirements, instead of just dealing with the acceptance, the rectification shall only be made on the surface.

The erection and disassembly template shall be carried out in strict accordance with the requirements of the scheme, and the next procedure can only be carried out after the template is fixed.

When erecting the formwork, the careful inspection should be carried out in strict accordance with the support system designed and calculated, such as column spacing, material specifications, joint methods and the setting of diagonal bracing, etc. Checking the erection and do the relevant records.

When supporting cantilever formwork, it is necessary to have a stable foothold. Before pouring concrete, it is necessary to check the construction load on the formwork. It is better to do the preloading test first. The stacking materials and construction equipment on the formwork should be reasonably distributed and stacked.

The removal of formwork must be approved by the project manager. The strength of the concrete must meet the design requirements before removal. And the warning area must be set up during the removal of the mold. The removal of the mold must process under supervision.

All scaffolding materials to build the supporting frame must be strictly controlled. The quality must meet the requirements for the risk factor is relatively high in the high die engineering. It is recommended to use the new type of scaffolding with high strength and high bearing capacity. We recommended purchasing on the formal scaffolding manufacturer to ensure the quality.