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Steel bridge parts and corrosion protection method of steel bridges

机译:钢桥零件及钢桥的防腐方法

摘要

PROBLEM TO BE SOLVED: To provide a partial anticorrosion method for a steel bridge, which enables a surface to be clearly divided into a region for undergoing anticorrosion coating and a region for dispensing with the anticorrosion coating, and to provide the steel bridge.;SOLUTION: This steel bridge 1 for supporting a floor slab 30 is composed of right and left main girders 20 and 10, both of which are formed of weatherable steel. A right-side additional member 28 as a nonstructural member, which is protruded from a windward side surface 241 of a right-side web of the right main girder 20, is mounted on the windward side surface 241 of the right-side web of the right main girder 20. A position to mount the right-side additional member 28 is set as a position to divide the windward side surface 241 into a windward side highly-corroded portion 241A of the right-side web, which is estimated to be corroded to a predetermined degree of corrosion or above, and a windward side low-corroded portion 241B of the right-side web, which is estimated to be corroded to a degree of corrosion under the predetermined degree of corrosion. A coating film M is formed by applying the anticorrosion coating to the highly-corroded portion 241A.;COPYRIGHT: (C)2009,JPO&INPIT
机译:解决的问题:提供一种用于钢桥的局部防腐方法,该方法可以将表面清楚地分为要进行防腐涂层的区域和要分配防腐涂层的区域,并提供钢桥。 :该用于支撑楼板30的钢桥1由左右主梁20和10组成,左右主梁均由耐候性钢制成。从右主梁20的右侧腹板的迎风侧表面241突出的,作为非结构性构件的右侧附加构件28安装在车身的右侧腹板的迎风侧表面241上。右主梁20。安装右侧附加构件28的位置被设置为将迎风侧表面241划分为右侧腹板的迎风侧高腐蚀部分241A的位置,该部位估计被腐蚀了。达到预定的腐蚀程度或以上,以及右侧幅材的迎风侧低腐蚀部分241B,其估计在预定腐蚀度下被腐蚀到腐蚀程度。通过在高腐蚀部分241A上涂防腐涂料来形成涂膜M .;版权所有:(C)2009,JPO&INPIT

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