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Post Tension pre-stressing Bolt •₹≤₹system for Bridge structures

[ Time:2020-11-16 Click:736 ]


 

Diameters: M64 M56 M48 M42 M39 M36, customers' ×φ≤™technical requirements

Length: 1~11.8 meters

Property Class: 8.8  9.8 10.9 12.9

Accessories: Nut, plain washer, dome/s↑φ©σpherical nut, dome/spherical ¶'•÷washer, coupler

Thread: cut thread, rolled thread

Thread length: Acc. to customers' technical re↕≤quirements

Thread tolerance: ISO 965-1, 6g

Rod standard: ISO 898-1, ISO898-2

NDT inspection: 100% megnectic partical tes→αt, 100% ultrasonic test

Inspection document: EN 10204  type 3.1,÷ γ type  3.2

Hydrigen embrittlement el™∏₽φiminating: Vaccum refining process

What is post-tensioning?

Post-tensioning is a me≈>&thod of reinforcing concrete. High↔Ω≠∏-strength steel tendons are positi£ oned in ducts or sleeπ↔§ves before the concrete id place÷'​σd. Once the concrete has gained stren<®←gth, tension is then applied, p'​ulling the tendons and anchoring them↔​ against the outer edges of the con↔→εcrete, before service ¶±★≤loads are applied.

The PT technique is φ‌¥♠a form of pre-stressing, whi ✔÷↑ch differs slightly from post-tens<∏>©ioning as steel tendons areλ∞★↔ tensioned before the concrete is placα☆ed. The tendons are strent±≠≤ched between strong buγ‌λilheads which withstand external force↕✘"★s and the concrete is poured around the✔✘m.

USES:

bridges

buildings

tanks 

stadium

nuclear containment ves☆•£sels

gravity bases for oil ri÷≥±gs and wind turbines

art structures

 

 

threaded rod


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