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贵州轮胎股份有限公司年产26万套高性能工程子午胎项目炼胶车间为钢筋混凝土框架结构,其中底层层高为15m。属于高支模结构,施工时需要进行强度及稳定性计算。计算入下:1计算参数模板支架搭设高度为14.7m,立杆的纵距b=0.90m,立杆的横距l=0.90m,立杆的步距h=1.50m。面板厚度18mm,剪切强度1.4N/mm2,抗弯强度15.0N/mm2,弹性模量6000.0N/mm2。木方50×60mm,间距300mm,木方剪切强度1.6N/mm2,抗弯强度13.0N/mm2,弹性模量9000.0N/mm2。模板自重0.30kN/m2,混凝土钢筋自重25.10kN/m3,施工活荷载
Guizhou Tire Co., Ltd. with an annual output of 260,000 sets of high-performance engineering radial tire project refining workshop for the reinforced concrete frame structure, in which the underlying layer height of 15m. Belongs to the high-support mold structure, the construction needs the strength and stability calculation. Calculated into the following: 1 calculation parameters template erection height of the stent 14.7m, longitudinal vertical bar b = 0.90m, horizontal bar l = 0.90m, pole step h = 1.50m. Panel thickness 18mm, shear strength 1.4N / mm2, bending strength 15.0N / mm2, modulus of elasticity 6000.0N / mm2. Wooden side 50 × 60mm, spacing 300mm, wooden square shear strength 1.6N / mm2, flexural strength 13.0N / mm2, elastic modulus 9000.0N / mm2. Form weight 0.30kN / m2, concrete weight 25.10kN / m3, construction live load