Supervision Scaffolding (c) floor-standing scaffolding outside manipulative use of services and withstand a certain load of features, almost all on-site engineering and manipulation of staff are in use, different types, different requirements of different construction stages, on scaffolding to change. As the scene was not a strict system of governance will cause indiscriminate use of arbitrary change, and security incidents have occurred this phenomenon. The use of scaffolding governance should be strengthened. 14. site scaffolding should implement dynamic management, all changes must take dismantle scaffolding to apply for the total package, approved by the Executive Commissioner. As the "pro forma" are different data apply the same formula, so Scaffolding rental, if the use of Excel calculation program, the function can be calculated by the program's own formula, to solve the above problems, faster and better than the hand count, and each time the calculation results at a glance scaffold price, designed to facilitate comparison. Work table can be stored not only numbers, text, or formulas and calculations can be stored, etc. When the cell values ??change, Excel will automatically modify the results of these formulas. When you enter an engineering design calculation mode, you can use in other projects, simply enter the relevant data for the new projects to get new results. The calculation method applied through a number of engineering examples prove that it is feasible, and achieve better results. Checking the stability of the pole should pay attention to, calculate the length of the pole should be "building construction steel tubular scaffolding safety specifications" (JGJ130-2001) formula: lo = h + 2a calculate door scaffold, where h is the vertical Step away from the bar, a is the length of the pole extending centerline of the top horizontal bar to anchor the template. According to "Guangdong Provincial Department of Construction Engineering Construction Safety high formwork systems management approach" provisions, h≤1500.3 template system to calculate the beam side fresh concrete action on the template of the maximum lateral pressure to take the following two formulas smaller of: F1 = 0.22 Xi t012V1 / 2F2 = Xi H where 鉩 - gravity density of concrete (kN / m3) Full scaffolding | scaffolding Fuzhou Mingguang (certified) | luoyuan scaffolding provided by the Fuzhou Mingguang steel frame construction engineering Leasing Corporation. Fuzhou Mingguang steel frame building works Leasing Co., Ltd. (www.fzmgjsj.com) is Fuzhou, a leader in site construction materials, over the years, the company is implementing the scientific management, innovation and development, the principle of honesty and trustworthiness, and satisfy customer needs. In Fuzhou Mingguang scaffolding leadership with the staff warmly welcome all inquiries negotiations to create Fuzhou Mingguang scaffold better future.