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GIRDER FOR ADJUSTING SECTION RIGIDITY AND BRIDGE

机译:调整截面刚度和桥梁的梁

摘要

PURPOSE: a kind of to be applied to field condition by being equipped with rigid adjustment section, for the loading concrete according to differential adjustment section rigidity for adjusting combined bridge rigidity and providing the part optimized comprising the bridge. ;CONSTITUTION: a kind of bridge (100) includes girder steel and rigid adjustment portion (130) for adjusting sectional rigid main body. The beam body is formed with hollow inside. It includes pipe portion part, bent member, subregion, filling hole, tension member (135) that the rigidity adjustment section, which is equipped in hollow space,. Pipeline and bending component are separately fixed and are attached to the lower surface and in beam body. Pipeline and bending component are by the filling space of (131). Subregion adheres to internal web, in the beam ontology. The rigidity pours into filling space with concrete by adjusting loading. ;The 2013 of copyright KIPO submissions
机译:目的:一种通过配备刚性调节段而应用于现场条件的方法,用于根据微分调节段的刚度来加载混凝土,以调节组合桥的刚度,并提供优化的组成桥的部分。 ;组成:一种桥(100)包括梁钢和用于调节截面刚性主体的刚性调节部分(130)。梁主体形成有中空的内部。刚性调整部包括在中空空间内,包括管部,弯曲构件,部分区域,填充孔,受拉构件(135)。管道和弯曲组件分别固定,并连接到下表面和梁体内。管道和弯曲组件位于(131)的填充空间中。子区域在射线本体中粘附到内部腹板。刚度通过调节载荷注入混凝土填充空间。 ; 2013年版权KIPO提交文件

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