Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inner pile stabilizing platform, steel pipe pile perpendicularity control method and steel pipe pile construction method
The embodiment of the invention provides an inner pile stabilizing platform, a steel pipe pile perpendicularity control method and a steel pipe pile construction method. Wherein the inner pile stabilizing platform comprises a base, a top cover, a main deviation rectifying oil jack group and distance measuring equipment; the base is fixed to the bottom end of the top cover, and the main deviation rectifying oil jack set and the distance measuring equipment are arranged on the top cover. According to the method, a base is fixed to the top of an internal steel pipe pile, when an external steel pipe pile is lowered, a first telescopic oil jack in a main deviation rectifying oil jack set or a second telescopic oil jack of a standby deviation rectifying oil jack set stretches out to abut against the inner wall of the external steel pipe pile, and the relative distance between a first steel pipe pile and a second steel pipe pile can be determined through distance measuring equipment; and the position of the second steel pipe pile is adjusted by adjusting output force of the first telescopic oil jack, and precise piling is completed. Compared with an existing pile stabilizing platform, according to the internal stabilizing platform and method, the pile stabilizing platform does not need to be built outside, manpower and material resources can be saved, the construction period is greatly shortened, and accurate sleeving connection of the steel pipe piles can be achieved.
本申请实施例提供一种内稳桩平台、钢管桩垂直度控制方法及钢管桩施工方法。其中内稳桩平台包括底座、顶盖、主纠偏油顶组和测距设备；底座固定在顶盖的底端，主纠偏油顶组和测距设备设置在顶盖上。该方法通过将底座固定在内部钢管桩的顶部，下放外部钢管桩时，通过主纠偏油顶组中的第一伸缩油顶或者备用纠偏油顶组的第二伸缩油顶伸出抵住外部钢管桩的内壁，能够通过测距设备确定第一钢管桩和第二钢管桩之间的相对距离，通过调整第一伸缩油顶的出力调整第二钢管桩的位置，完成精准打桩。与现有的稳桩平台相比，本申请提供的内稳定平台和方法不需要在外部搭建稳桩平台，能够节省人力物力，大大缩短了施工周期，且能够实现钢管桩的精准套接。
Inner pile stabilizing platform, steel pipe pile perpendicularity control method and steel pipe pile construction method
The embodiment of the invention provides an inner pile stabilizing platform, a steel pipe pile perpendicularity control method and a steel pipe pile construction method. Wherein the inner pile stabilizing platform comprises a base, a top cover, a main deviation rectifying oil jack group and distance measuring equipment; the base is fixed to the bottom end of the top cover, and the main deviation rectifying oil jack set and the distance measuring equipment are arranged on the top cover. According to the method, a base is fixed to the top of an internal steel pipe pile, when an external steel pipe pile is lowered, a first telescopic oil jack in a main deviation rectifying oil jack set or a second telescopic oil jack of a standby deviation rectifying oil jack set stretches out to abut against the inner wall of the external steel pipe pile, and the relative distance between a first steel pipe pile and a second steel pipe pile can be determined through distance measuring equipment; and the position of the second steel pipe pile is adjusted by adjusting output force of the first telescopic oil jack, and precise piling is completed. Compared with an existing pile stabilizing platform, according to the internal stabilizing platform and method, the pile stabilizing platform does not need to be built outside, manpower and material resources can be saved, the construction period is greatly shortened, and accurate sleeving connection of the steel pipe piles can be achieved.
本申请实施例提供一种内稳桩平台、钢管桩垂直度控制方法及钢管桩施工方法。其中内稳桩平台包括底座、顶盖、主纠偏油顶组和测距设备；底座固定在顶盖的底端，主纠偏油顶组和测距设备设置在顶盖上。该方法通过将底座固定在内部钢管桩的顶部，下放外部钢管桩时，通过主纠偏油顶组中的第一伸缩油顶或者备用纠偏油顶组的第二伸缩油顶伸出抵住外部钢管桩的内壁，能够通过测距设备确定第一钢管桩和第二钢管桩之间的相对距离，通过调整第一伸缩油顶的出力调整第二钢管桩的位置，完成精准打桩。与现有的稳桩平台相比，本申请提供的内稳定平台和方法不需要在外部搭建稳桩平台，能够节省人力物力，大大缩短了施工周期，且能够实现钢管桩的精准套接。
Inner pile stabilizing platform, steel pipe pile perpendicularity control method and steel pipe pile construction method
内稳桩平台、钢管桩垂直度控制方法及钢管桩施工方法
CHEN LEI (Autor:in) / HUANG JIASHENG (Autor:in) / JIN FENGXUE (Autor:in) / JIA XIAOHUI (Autor:in) / HU YONGHUA (Autor:in) / LI XINGGUO (Autor:in) / GU YANLIANG (Autor:in) / HUANGFU ZEYU (Autor:in) / YANG ZE (Autor:in) / TANG YIJIN (Autor:in)
13.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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