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VIBRATION-ISOLATING PILE, VIBRATION-ISOLATING WALL USING THE SAME AND ITS EXECUTION METHOD

机译:隔振桩,采用相同的隔振墙及其执行方法

摘要

PROBLEM TO BE SOLVED: To provide a vibration-isolating pile to be easily embedded into earth which exhibits high protective property of propagation of vibration in a high frequency band and a low frequency band, and also to provide a vibration-isolating wall structure with the vibration-isolating piles embedded into earth in a wall shape continuously.;SOLUTION: The vibration-isolating pile 10 has a rectangular horizontal section and has a hollow pipe 11 running in longitudinal direction, expanded resin bodies 16, 17 surrounding the hollow pipe, two structural face materials (concrete plate) 18a, 18b positioned at two opposed outer surfaces of the expanded resin body, and a reinforcement member 13(flat lattice reinforcement 14, flat shaped wire net 15) with one side welded to the hollow pipe 11 and with the other side embedded in the structural face material. An excavation bit 52 for expanding a diameter and an auger 51 are passed through the hollow pipe 11 of the vibration-isolating pile 10 and the necessary number of the vibration-isolating piles 10 is continuously embedded in the ground in a wall shape to be a vibration-isolating wall 30, and side wall surfaces are closely in contact with each other while carrying out boring 49 for and embedding of the vibration-isolating piles 10 at the same time by employing a method of pile installation by inner excavation.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种容易被埋入土壤中的隔振桩,该隔振桩在高频带和低频带中表现出对振动的传播的高防护性能,并且还提供一种具有上述特征的隔振墙结构。隔振桩连续地以壁状埋入地下;解决方案:隔振桩10的横截面为矩形,并具有沿纵向延伸的空心管11,围绕空心管的膨胀树脂体16、17,两个结构面材料(混凝土板)18a,18b位于膨胀树脂体的两个相对的外表面处,并且其加强件13(扁平点阵加强件14,扁平形状的丝网15)的一侧焊接到中空管11上并且另一面嵌入结构面材料中。使扩径用的挖掘钻头52和螺旋钻51穿过防振桩10的中空管11,并且将必要数量的防振桩10以壁状连续地埋入地下,成为壁状。隔振壁30和侧壁表面彼此紧密接触,同时通过采用内部挖掘的桩安装方法同时进行隔振桩10的钻孔和埋入。 (C)2006,日本特许厅

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