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ERECTION METHOD OF T-GIRDER

机译:T型梁的架设方法

摘要

PROBLEM TO BE SOLVED: To provide an erection method of a T-girder that eliminates a concern over falling of an embedded mold during concrete casting, falling of the embedded mold with time due to corrosion or other reasons, and peeling off of gap closing concrete, the erection method also mitigating work burden and reducing construction costs.SOLUTION: An erection method of a T-girder is for installing a plurality of T-girders 1 by spanning the T-girder between each span of a substructure A of a bridge including a bridge pier and a bridge abutment, the T-girder having a T-shaped vertical cross-section orthogonal to an axial direction. The erection method includes a mold frame installation step in which a resin embedded mold 5 is installed in a gap closing part 4 between the adjacent T-girders 1 in a bridge width direction (Y-direction) from a top surface of the T-girder 1 without using a scaffold, the resin embedded mold having a rectangular bottom plate 50, a pair of side plates 51 rising from both edge parts in a shorter-side direction of the bottom plate 50 and inclined to widen a distance therebetween, and a connecting rib 52 connecting the pair of side plates 51 to each other.SELECTED DRAWING: Figure 10
机译:要解决的问题:提供一种T型梁的架设方法,消除了混凝土浇铸过程中嵌模掉落,由于腐蚀或其他原因导致嵌模掉落并随着时间的流逝以及间隙封闭混凝土剥落的担忧。解决方案:一种T形梁的安装方法是通过将T形梁横跨在桥梁的下部结构A的每个跨度之间来安装多个T形梁1。所述桥墩和桥墩,所述T形梁具有与轴向正交的T形垂直横截面。架设方法包括模架安装步骤,在该模架安装步骤中,从T形梁的顶面沿桥宽度方向(Y方向)在相邻的T形梁1之间的间隙封闭部4中安装树脂嵌入模具5。如图1所示,该树脂埋入模具具有:矩形的底板50;以及一对侧板51,其从底板50的短边方向的两端缘立起,并倾斜而扩大彼此之间的距离;以及一对连接件。一对侧板51相互连接的肋52选择的图:图10

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