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Connection structure of precast floor slab, precast floor slab system, and bridge structure

机译:预制楼板的连接结构,预制楼板系统和桥梁结构

摘要

PROBLEM TO BE SOLVED: To provide a precast floor slab connection structure allowing precast floor slabs to be easily connected with each other.SOLUTION: A precast floor slab connection structure 2 connects a first precast floor slab 10 and a second precast floor slab 20, which are formed into tabular shape and disposed in arrangement direction X that intersects a thickness direction Z. The precast floor slab connection structure comprises: a first convexity 15 having first inclined surfaces 15c, 15d, which project from a side face of the first precast floor slab and incline toward one side Z1 in the thickness direction with the closeness to one side Y1 in an intersecting direction Y that intersects in the thickness direction and the arrangement direction; and a second convexity 25 having second inclined surfaces 25c, 25d, which project from a side face of the second precast floor slab and incline along and contact the first inclined surface. Movement of the first convexity and the second convexity in a direction along the first inclined surface is restricted by static frictional force between the first inclined surface and the second inclined surface or a fixing strength applied on the first inclined surface and the second inclined surface.SELECTED DRAWING: Figure 3
机译:解决的问题:提供一种预制的楼板连接结构,以使预制的楼板易于相互连接。解决方案:预制的楼板连接结构2连接第一预制的楼板10和第二预制的楼板20。预制板连接结构包括:具有从第一预制板的侧面突出的第一倾斜表面15c,15d的第一凸面15,第一凸面15具有第一倾斜表面15c,15d。沿厚度方向和排列方向相交的相交方向Y上,靠近一侧的Y1向厚度方向的一侧Z1倾斜。第二凸部25具有第二倾斜面25c,25d,第二倾斜面25c,25d从第二预制地板的侧面突出并沿着第一倾斜面倾斜并接触第一倾斜面。第一凸起和第二凸起在沿着第一倾斜表面的方向上的运动受到第一倾斜表面和第二倾斜表面之间的静摩擦力或施加在第一倾斜表面和第二倾斜表面上的固定强度的限制。图:图3

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