一种地基用管桩防滚落承载装置
By designing the inclined seat, anti-slip barb seat, and support structure, the side slip problem of the anti-rollover device for pipe piles during high stacking is solved, achieving stable stacking and height adjustment, reducing safety risks, and facilitating the retrieval of pipe piles.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHANGHAI SIYAO ARCHITECTURE ENG CO LTD
- Filing Date
- 2025-08-25
- Publication Date
- 2026-07-17
AI Technical Summary
Existing anti-roll-off bearing devices for pipe piles are prone to lateral slippage and roll-off when the pipe piles are piled too high, causing safety accidents. In addition, the fixed column height cannot be adjusted, making it inconvenient to use.
By employing tilting seats, anti-slip barb seats, support structures, and height-increasing structures, stable stacking and height adjustment are achieved through the design of the tilting seats and the setting of the anti-slip barb seats, combined with the support structures and height-increasing structures, while reducing lateral pressure.
It effectively prevents pipe piles from sliding and rolling down, increases the stacking height, reduces safety hazards, and facilitates the retrieval of pipe piles.
Smart Images
Figure CN224514797U_ABST
Abstract
Claims
1. A ground pipe pile anti-rolling bearing device, comprising an inclined seat (1), characterized in that: It also includes a rearward-sloping anti-slip barb seat (2) below the tilt seat (1), three sets of insertion holes (3) are opened at the rear of the tilt seat (1) for moving the tilt seat (1), a support structure (4) is provided inside the tilt seat (1) for improving the support strength, and a heightening structure (5) is provided above the tilt seat (1) for increasing the protection height.
2. The anti-rolling bearing device for a pipe pile of a foundation according to claim 1, characterized in that: The insertion hole (3) includes a triangular groove (6) opened inside the inclined seat (1). Several sets of support columns (7) are fixedly arranged at the bottom of the triangular groove (6). Several sets of support beams (8) are vertically arranged at the top of the support columns (7) and the support beams (8) are located below the inclined slope inside the inclined seat (1).
3. A ground with a pipe pile anti-rolling bearing device according to claim 2, characterized in that: The support structure (4) includes a limiting hole (9) opened above the inclined seat (1), and a column (10) is inserted into the limiting hole (9). The columns (10) are connected in series to form a row by connecting the limiting seat (11), and the upper ends of the columns (10) are connected to form a grid by connecting the horizontal column (12).
4. The anti-rolling bearing device for a pipe pile of a foundation according to claim 3, characterized in that: The inclined seat (1) has an inclined slope on one side corner and a triangular groove (6) is opened below the inclined slope.
5. A ground with a pipe pile anti-rolling bearing device according to claim 4, characterized in that: The anti-slip barb seat (2) is arranged in five groups at the bottom of the inclined seat (1) and tilted backward at an acute angle to the inclined seat (1).
6. A ground with a pipe pile anti-rolling bearing device according to claim 5, characterized in that: The column (10) is vertically welded to the connecting horizontal column (12) to form the lower end of the grid. The length of the column (10) is consistent with the depth of the limiting hole (9), so that the connecting limiting seat (11) in the middle of the column (10) is supported above the inclined seat (1), thereby improving stability.