一种超高性能环形电杆
By introducing reinforcing columns and threaded columns into the ring-shaped pole, the pressure is dispersed and the connecting plates and flanges are staggered, which solves the problem of pressure concentration at the connecting flanges and improves the pressure-bearing performance and safety of the pole.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- XIAN JIBU YINUO TECH CO LTD
- Filing Date
- 2025-06-26
- Publication Date
- 2026-07-17
AI Technical Summary
Pressure concentration at the connecting flanges of existing segmented assembled poles can easily lead to bolt failure, posing a safety risk.
The design employs reinforced columns and threaded columns to distribute the pressure of the annular concrete column to the reinforced columns, and avoids excessive pressure concentration by staggered connection plates and connecting flanges.
It improves the bearing capacity of the annular concrete column, avoids excessive wear of the connecting plate and connecting flange, and enhances the safety and reliability of the structure.
Smart Images
Figure CN224514873U_ABST
Abstract
Claims
1. An ultra-high performance ring pole, characterized by, include: The installation foundation is located underground. The bottom pile is embedded in the installation foundation; A reinforcing column is inserted into the bottom pile. The reinforcing column includes several metal column units assembled together and a socket disposed on the metal column unit. An annular concrete column is inserted into the bottom pile and sleeved on the reinforcing column. The annular concrete column includes an annular column unit disposed together, a connecting plate disposed between two annular column units, and a fixing ring disposed on the concrete column. A threaded column is inserted through the fixing ring into the socket to connect the annular column unit and the metal column unit.
2. A super high performance ring beam according to claim 1, characterized in that: The bottom pile includes a base plate and an mounting plate embedded in the installation foundation, grouting holes opened on the mounting plate, a support column set between the base plate and the mounting plate, a metal column mounting pipe set on the base plate, and a ring column mounting groove set on the mounting plate.
3. A super high performance ring beam according to claim 2, characterized in that: The metal column unit includes a metal column, a plug at one end of the metal column, a slot at the other end of the metal column, and a connecting flange at the end of the side wall of the metal column.
4. A super high performance ring beam according to claim 3, characterized in that: The slot of one metal column is inserted into the post of another metal column, and fasteners are inserted into the two mating connecting flanges to connect the two metal columns. The lowermost metal column is inserted into the metal column mounting tube.
5. A super high performance ring beam according to claim 3, characterized in that: The annular column unit includes a steel reinforcement cage and a concrete layer wrapped around the steel reinforcement cage.
6. An ultra-high performance ring pole according to claim 5, characterized in that: The connecting plate includes an upper connecting plate disposed at the top of the concrete layer of the lower annular column unit and a lower connecting plate disposed at the bottom of the concrete layer of the upper annular column unit. The lower connecting plate and the upper connecting plate are fitted together. The lower connecting plate has an annular groove, and the upper connecting plate has an annular protrusion inserted into the annular groove.
7. The ultra-high performance ring pole according to claim 6, characterized in that: The concrete layer of the lowest annular column unit is inserted into the annular column mounting groove, and the fixing ring is set on the reinforcing steel skeleton and is wrapped by the concrete layer.