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A platform for research: civil engineering, architecture and urbanism
Deep water deep covering layer aqueduct pile foundation construction device and method
The invention relates to a deep water deep covering layer aqueduct pile foundation construction device and method, and belongs to the technical field of water diversion engineering.The deep water deep covering layer aqueduct pile foundation construction device comprises a pile casing, multiple layers of mounting frames are arranged in the pile casing and arranged in the depth direction of the pile casing, and guide rods are arranged on the mounting frames and penetrate through the mounting frames; the guide rod and the protective cylinder are coaxial, an impact hammer of the impact device is provided with a sliding hole, the sliding hole is located in the center of the impact hammer, and the impact hammer is arranged on the guide rod in a sliding and penetrating mode through the sliding hole; a horizontal ruler is arranged on the guide rod, and the length direction of the horizontal ruler is perpendicular to the length direction of the guide rod; the mounting frame comprises a plurality of supporting legs, the supporting legs are evenly distributed on the peripheral wall of the guide rod, and the ends, deviating from the guide rod, of the supporting legs abut against the inner wall of the pile casing. The pile casing has the effect of reducing inclination of the pile casing.
本申请涉及一种深水深覆盖层渡槽桩基施工装置及方法，属于引水工程技术领域，包括护筒，所述护筒内设置有多层安装架，多层所述安装架沿护筒的深度方向排布，所述安装架上设置有导向杆，所述导向杆管贯穿安装架，所述导向杆与护筒同轴，冲击装置的冲击锤开设有滑孔，所述滑孔位于冲击锤的中心处，冲击锤通过滑孔滑动穿设在导向杆上；所述导向杆上设置有水平尺，所述水平尺的长度方向垂直于导向杆的长度方向；所述安装架包括多根支撑腿，所述支撑腿均匀分布在导向杆的周壁上，所述支撑腿背离导向杆的端部抵接在护筒内壁。本申请具有降低护筒倾斜的效果。
Deep water deep covering layer aqueduct pile foundation construction device and method
The invention relates to a deep water deep covering layer aqueduct pile foundation construction device and method, and belongs to the technical field of water diversion engineering.The deep water deep covering layer aqueduct pile foundation construction device comprises a pile casing, multiple layers of mounting frames are arranged in the pile casing and arranged in the depth direction of the pile casing, and guide rods are arranged on the mounting frames and penetrate through the mounting frames; the guide rod and the protective cylinder are coaxial, an impact hammer of the impact device is provided with a sliding hole, the sliding hole is located in the center of the impact hammer, and the impact hammer is arranged on the guide rod in a sliding and penetrating mode through the sliding hole; a horizontal ruler is arranged on the guide rod, and the length direction of the horizontal ruler is perpendicular to the length direction of the guide rod; the mounting frame comprises a plurality of supporting legs, the supporting legs are evenly distributed on the peripheral wall of the guide rod, and the ends, deviating from the guide rod, of the supporting legs abut against the inner wall of the pile casing. The pile casing has the effect of reducing inclination of the pile casing.
本申请涉及一种深水深覆盖层渡槽桩基施工装置及方法，属于引水工程技术领域，包括护筒，所述护筒内设置有多层安装架，多层所述安装架沿护筒的深度方向排布，所述安装架上设置有导向杆，所述导向杆管贯穿安装架，所述导向杆与护筒同轴，冲击装置的冲击锤开设有滑孔，所述滑孔位于冲击锤的中心处，冲击锤通过滑孔滑动穿设在导向杆上；所述导向杆上设置有水平尺，所述水平尺的长度方向垂直于导向杆的长度方向；所述安装架包括多根支撑腿，所述支撑腿均匀分布在导向杆的周壁上，所述支撑腿背离导向杆的端部抵接在护筒内壁。本申请具有降低护筒倾斜的效果。
Deep water deep covering layer aqueduct pile foundation construction device and method
一种深水深覆盖层渡槽桩基施工装置及方法
ZENG RONGZHANG (author) / ZHANG LIANGLIANG (author) / ZHANG JUNBAO (author)
2024-02-27
Patent
Electronic Resource
Chinese
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