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TSUNAMI/TIDAL-WAVE RESISTANT REINFORCING CONSTRUCTION METHOD FOR EXISTING GRAVITY-TYPE STRUCTURE

机译:现有重力式结构的海啸/潮汐波抵抗加固方法

摘要

PPROBLEM TO BE SOLVED: To reduce uplift pressure acting on a bottom face of a gravity-type structure. PSOLUTION: A tsunami/tidal-wave resistant reinforcing construction method is for a breakwater 11 placed on a rubble mound 13 built on the ground 12 of a harbor bottom. A foot-protection block 14 is disposed on the harbor exterior end of the rubble mound 13, and then a gap-filler 15 is laid on a sloped portion of the rubble mound 13 on which the foot-protection block 14 is disposed. Subsequently, a water-sealing plate 16 is disposed over the harbor exterior side of the rubble mound 13, the gap filler 15, and the foot-protection block 14. As a result, sea water inflow to the harbor exterior side of the rubble mound and to the gap filler is reduced, which enables to reduce the uplift pressure caused by incoming waves without accompanying an increase in the weight of the gravity-type structure such as an existing breakwater, or the like. Since the construction method requires merely disposing the foot-protection block, the gap filler, and the water-sealing plate on the harbor exterior side of the rubble mound, the construction work is facilitated. PCOPYRIGHT: (C)2010,JPO&INPIT
机译:

要解决的问题:减小作用在重力式结构底面上的抬升压力。

解决方案:一种抗海啸/海啸加固的施工方法是,将防波堤11放在建在海港底部地面12上的瓦砾丘13上。在碎石堆13的港湾外端设置脚保护块14,然后在碎石堆13的设置有脚保护块14的倾斜部分上放置间隙填充物15。随后,将水密封板16布置在瓦砾堆13的港湾外侧,间隙填充物15和脚保护块14上方。结果,海水流入到瓦砾堆的港湾外侧。并且,由于减少了间隙填充物,因此能够在不伴随现有的防波堤等的重力型结构的重量增加的情况下,降低由入射波引起的上升压力。由于该施工方法仅需将护脚块,缝隙填充物和水封板布置在瓦砾丘的港湾外侧上,因此使施工工作变得容易。

版权:(C)2010,日本特许厅&INPIT

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