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Socketed pile and construction method thereof
The socketed pile comprises an outer cylinder body, narrow-diameter steel bar rings are arranged in the outer cylinder body, the narrow-diameter steel bar rings are vertically arranged side by side, outer supporting steel bars are radially arranged outside the narrow-diameter steel bar rings, and the ends, away from the narrow-diameter steel bar rings, of the outer supporting steel bars are located on the inner wall of the outer cylinder body. Vertical supporting steel bars are installed between the narrow-diameter steel bar rings, outer clamping pieces are arranged between the outer supporting steel bars and the narrow-diameter steel bar rings, and each outer clamping piece comprises an outer arc-shaped half clamping ring clamped to the outer surface of the corresponding narrow-diameter steel bar ring and an inserting cylinder fixed to the side, away from the corresponding narrow-diameter steel bar ring, of the corresponding outer arc-shaped half clamping ring. One end of each outer supporting steel bar is inserted into the corresponding insertion cylinder. The narrow-diameter steel bar ring is arranged and located in the middle layer of the concrete pile, and the effect of increasing the strength is greatly achieved; the outer supporting steel bars are radially arranged outside the narrow-diameter steel bar ring, and the strength of the pile body can be further improved through the outer supporting steel bars.
本发明公开了一种嵌岩桩及其施工方法，包括外筒体，所述外筒体的内部设有窄径钢筋环，包括上下并排的窄径钢筋环，所述窄径钢筋环的外部呈放射状的设有外支撑钢筋，所述外支撑钢筋远离窄径钢筋环的一端位于外筒体的内壁上，所述窄径钢筋环之间安装有竖支撑钢筋，所述外支撑钢筋与窄径钢筋环之间设有外卡件，所述外卡件包括卡在窄径钢筋环外表面的外弧形半卡环以及固定在外弧形半卡环远离窄径钢筋环一侧的插筒，所述外支撑钢筋的一端插入插筒内部。本发明设置了窄径钢筋环，钢筋环的位于混凝土桩的中层，起到增大强度的作用较大；本发明在窄径钢筋环的外部呈放射状的设有外支撑钢筋，外支撑钢筋可进一步的增大桩体的强度。
Socketed pile and construction method thereof
The socketed pile comprises an outer cylinder body, narrow-diameter steel bar rings are arranged in the outer cylinder body, the narrow-diameter steel bar rings are vertically arranged side by side, outer supporting steel bars are radially arranged outside the narrow-diameter steel bar rings, and the ends, away from the narrow-diameter steel bar rings, of the outer supporting steel bars are located on the inner wall of the outer cylinder body. Vertical supporting steel bars are installed between the narrow-diameter steel bar rings, outer clamping pieces are arranged between the outer supporting steel bars and the narrow-diameter steel bar rings, and each outer clamping piece comprises an outer arc-shaped half clamping ring clamped to the outer surface of the corresponding narrow-diameter steel bar ring and an inserting cylinder fixed to the side, away from the corresponding narrow-diameter steel bar ring, of the corresponding outer arc-shaped half clamping ring. One end of each outer supporting steel bar is inserted into the corresponding insertion cylinder. The narrow-diameter steel bar ring is arranged and located in the middle layer of the concrete pile, and the effect of increasing the strength is greatly achieved; the outer supporting steel bars are radially arranged outside the narrow-diameter steel bar ring, and the strength of the pile body can be further improved through the outer supporting steel bars.
本发明公开了一种嵌岩桩及其施工方法，包括外筒体，所述外筒体的内部设有窄径钢筋环，包括上下并排的窄径钢筋环，所述窄径钢筋环的外部呈放射状的设有外支撑钢筋，所述外支撑钢筋远离窄径钢筋环的一端位于外筒体的内壁上，所述窄径钢筋环之间安装有竖支撑钢筋，所述外支撑钢筋与窄径钢筋环之间设有外卡件，所述外卡件包括卡在窄径钢筋环外表面的外弧形半卡环以及固定在外弧形半卡环远离窄径钢筋环一侧的插筒，所述外支撑钢筋的一端插入插筒内部。本发明设置了窄径钢筋环，钢筋环的位于混凝土桩的中层，起到增大强度的作用较大；本发明在窄径钢筋环的外部呈放射状的设有外支撑钢筋，外支撑钢筋可进一步的增大桩体的强度。
Socketed pile and construction method thereof
一种嵌岩桩及其施工方法
LUO KAI (author) / WEI BIWEN (author) / LIU JIANGZHOU (author) / WANG GUOXI (author) / YANG YUYAO (author)
2024-03-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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