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Deep soft soil high-strength prestressed pipe pile hammer piling construction method
The invention discloses a deep soft soil high-strength prestressed pipe pile hammer piling construction method. The method comprises the steps of construction preparation, first pile in-place adjustment, piling, pile splicing, hammer storage and the like. By the adoption of a precast high-strength prestressed pipe pile, standards are unified, and the on-site drilling quality and the concrete solidification speed do not need to be considered; and accordingly, the construction speed is high, and the detection cost is low.
Deep soft soil high-strength prestressed pipe pile hammer piling construction method
The invention discloses a deep soft soil high-strength prestressed pipe pile hammer piling construction method. The method comprises the steps of construction preparation, first pile in-place adjustment, piling, pile splicing, hammer storage and the like. By the adoption of a precast high-strength prestressed pipe pile, standards are unified, and the on-site drilling quality and the concrete solidification speed do not need to be considered; and accordingly, the construction speed is high, and the detection cost is low.
Deep soft soil high-strength prestressed pipe pile hammer piling construction method
XU HONG (Autor:in) / LIU CHUANXIN (Autor:in) / WANG GANLIN (Autor:in) / XIA YAN (Autor:in)
04.11.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Pipe end inner hammer piling device, assembling method and pile sinking construction method
Europäisches Patentamt | 2024
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