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热轧U型钢板桩 围檩及支撑安装方法

发布时间:2016-5-25 10:33:26 浏览次数:798

一、本工程钢板是堤坝计划采用一道支撑底标高以上钢管中心标高在任何事上下钢板2.5m位置测绘放着船、随分开挖沟槽,支撑水平标高根据实际尺寸φ609钢)。支撑)组装φ609钢支撑安装了活络接头的应力)钢支撑节点)的第一根支撑安装完成连续焊接,安装下一根支撑),每根支撑方法类似


First, the steel works is the dam project and a supporting bottom elevation above the centre of pipe elevation in anything plate 2.5m position mapping put ship, with separate dug trenches, support level elevation according to the actual size of the phi 609 steel). Phi 609 steel bracing support assembly installed removable joint stress) steel support node) root of the first support installation is complete continuous welding, install a root support), each supporting method similar to


二、测绘放线、随分开挖沟槽,显示角撑水平标高根据实际尺寸)对角撑)组装角撑)焊接角撑重新板节点)的第一根角撑安装完成,安装一根连续角撑)一切角撑方法类似。采用围道。H400肋板型材双拼带,一直坚持采用609×16钢管标准间隔设置一道堤坝。一路纵桥向他垫层每开挖10m程度很垫层水紧帖钢板桩。土壤坑道。有条件的情况下,地板。)


Second, the mapping line, with separate dug trenches, display gusset level elevation according to the actual size) of gusset) assembly gusset) welded gusset to plate joint) the first root gusset installation is complete, the installation a continuous gusset) all gusset method is similar. Use of Wai road. H400 rib section Shuangpin belt, has always insisted on using a 609 x 16 standard interval setting of a dam. All the way to the bridge of the longitudinal bridge of each excavation 10m degree of the layer of water tight tie. Soil tunnel. Under the condition of the floor.



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