一种填土地层桩支护装置
By designing a pile support device for backfill strata, and using components such as rectangular frames and protective nets to construct a stable support system, the problem of poor stability in backfill strata construction was solved, the project cost was reduced, and the service life of the device was extended.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHANDONG LUQIAO CONSTR
- Filing Date
- 2025-08-01
- Publication Date
- 2026-07-17
AI Technical Summary
Filled soil strata have poor stability during construction and are prone to collapse. Existing support methods increase material consumption and construction complexity, resulting in high project costs.
Design a pile support device for fill strata, including components such as a rectangular frame, protective net, reinforcing plate, insert rod and inclined triangular block, to form a stable support system, and prevent rainwater erosion through auxiliary mechanisms to extend the service life of the device.
It improves the support stability and deformation resistance of the backfill strata, reduces the amount of materials used, reduces engineering costs, and extends the service life of the equipment.
Smart Images
Figure CN224514235U_ABST
Abstract
Claims
1. A pile support device for backfill strata, comprising a backfill stratum body (1), characterized in that: A protective mechanism (2) is provided on the fill soil stratum body (1), and the protective mechanism (2) includes: A rectangular frame (21) is attached to the outer wall of the slope of the backfill stratum body (1), and a protective net (22) is fixedly installed on the inner wall of the rectangular frame (21). The outer wall of the protective net (22) is attached to the outer wall of the slope of the backfill stratum body (1). A reinforcing plate (23) is fixedly installed on one side of the inner wall of the rectangular frame (21), and the other end of the reinforcing plate (23) is fixedly installed on the other side of the inner wall of the rectangular frame (21). The outer wall of the reinforcing plate (23) is attached to the outer wall of the protective net (22). A rectangular piece (24) is fixedly installed on one end of the inner wall of the rectangular frame (21), and one side of the outer wall of the rectangular piece (24) is attached to the outer wall of the backfill stratum body (1). A pressure plate (25) is attached to the outer wall of the rectangular piece (24). A rod (26) is fixedly installed on the outer wall of the pressure plate (25). The arc-shaped outer wall of the rod (26) is fixedly installed inside the backfill stratum body (1). A diagonal triangular block (27) is fixedly installed on the arc-shaped outer wall of the rod (26). A conical block (28) is fixedly installed at the end of the rod (26) away from the pressure plate (25).
2. The ground pile support device according to claim 1, characterized in that: The reinforcing plate (23) is provided in multiple sets.
3. The ground pile support device according to claim 1, characterized in that: The pressure plate (25) and the insertion rod (26) are connected at an angle.
4. The pile wall support device for filling ground layers according to Claim 1, wherein: The oblique triangular block (27) is provided in multiple sets.
5. The pile wall support device for filling ground layers according to Claim 1, wherein: An auxiliary mechanism (3) is provided on the rectangular frame (21). The auxiliary mechanism (3) includes a groove (31). The inner side wall of the rectangular frame (21) is provided with a groove (31). A slider (32) is slidably installed inside the groove (31). The outer wall of the slider (32) is fixedly installed on one side of the rain cover (33). A magnetic block (34) is fixedly installed on the other side of the rain cover (33). The rain cover (33) is located outside the pressure plate (25). A groove (35) is provided on the outer wall of the rectangular frame (21). A U-shaped magnet (36) is fixedly installed inside the groove (35). The inner wall of the U-shaped magnet (36) is attached to the outer wall of the magnetic block (34).
6. The ground pile support device according to claim 5, wherein: The slide (31) is provided in multiple sets.
7. The pile wall support device for filling ground layers according to claim 5, characterized by: The diameter of the magnetic block (34) is adapted to the inner diameter of the U-shaped magnet (36).