TB/T 2286.2-2015 in English
SUPERSEDEDPrestressed concrete pole for overhead contact system of electrified railway-Part 2: Circular pole
- Issued on:2015-04-24
- Implemented on:2015-11-01
- File Format:PDF
- Delivery:Via email within 1~3 business days
$466.00
Introduction
Analysis of the core content of the standard
TB/T 2286.2-2015 standard replaces the 2008 version and puts forward comprehensive technical requirements for annular prestressed concrete pillars used in electrified railway contact networks. The key revisions include:
- Added T-type pillars with deflection ≤25mm at the guide height
- Improved the durability index of concrete (frost resistance grade F300, electric flux <1000C)
- Strengthened the thickness requirement of the protective layer in the anchorage area of the main reinforcement at the flange end (≥13mm)
Comparison of key technical indicators
| Inspection items | Ordinary pillars | T-type pillars | Test methods |
|---|---|---|---|
| Deflection at the guide height | ≤50mm | ≤25mm | Cantilever/vertical test |
| Crack resistance | Standard test bending moment 100% crack-free | Graded loading observation | |
| Bearing capacity | ≥200% standard test bending moment | Destructive test | |
Material and process control points
1. Raw material requirements
- Cement: ≥42.5 grade silicate cement, alkali content ≤0.6%
- Aggregate: crushed stone crushing index ≤10%, mud content ≤0.5%
- Steel: prestressed tendons adopt GB/T 5223 standard steel wire
2. Production process
- Steam curing system: temperature rise ≤20℃/h, constant temperature 60℃±5℃
- Tensioning control: main reinforcement force deviation <1.5%
- Appearance defects: crack width <0.2mm, leakage length <300mm
Engineering application suggestions
Selection guide
Select the support type according to the line conditions:
- T-type support: Suitable for harsh environments such as windy areas/high cold
- Ordinary support: More economical for general lines
Installation precautions
The two-point method should be used for transportation and storage, and the inter-layer pads should be aligned. When installing flange-type pillars, ensure that the foundation level deviation is less than 3mm.

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