4) take any stand face heightened measures to increase the load, the raised portions no reliable fixed, stable, protective equipment nor the corresponding heightening; 5) standing do not have to manipulate the conditions of rail or single board manipulation; 6) the erection and dismantling of the job does not require the use of security products; 7) in the scaffold as support and Rachel's support, did not use appropriate measures to strengthen the framework; 8) in the frame member and the handling were overweight installation operations; 9) in unsafe weather conditions (wind more than six days, thunderstorm days) to continue construction (E, template support construction 1. Construction preparation: carry out technical tests; of components and parts for acceptance; clear erection space debris and flat mobile scaffold erection site, and the drainage flow. 2. bracket base formwork must meet the requirements of construction and calculation, as required after acceptance of actinomycetes positioning construction program. Since the supporting scaffold erection in the chute, the slope of 14.6% Therefore, before the erection of the pole, the first pole of each plan to release position based formwork and then chipping chute of not less than 150 × 150 flat, level surface to ensure that the mounting base scaffold rental guarantee .3 vertical pole Press construction plans and requirements for the erection of the above configuration template bracket scaffold fastener, and should meet the "Construction Quality Acceptance of Concrete Structure Engineering" (GB50204-2002) the relevant provisions. Stability checking 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 computing, where h is a step away from the pole, a is the pole top horizontal bar extending centerline to the template the length of the support points. According to the "Guangdong Province High formwork construction system construction safety management approach" provisions, h≤1500.3. Calculation on the side template system fresh concrete action on the template maximum lateral pressure to take the following two formulas the smaller of: F1 = 0.22 Xi t012V1 / 2F2 = Xi H where 鉩 - gravity density of concrete (kN / m3) _ Fuzhou Mingguang mobile scaffold scaffolding (Online) _ Jinan, Fuzhou Mingguang scaffolding from the steel frame construction engineering leasing Limited. Fuzhou Mingguang steel frame building works Leasing Co., Ltd. (www.fzmgjsj.com) is Fuzhou, site construction materials leader, over the years, the company is implementing the scientific management, innovation and development, the principle of honesty and trustworthiness, the maximum meet customer needs. In Fuzhou Mingguang scaffolding leadership with the staff warmly welcome all inquiries negotiations to create Fuzhou Mingguang scaffold better future.