Bonded post-tensioning system
Uses steel strands or bars encased in ducts, later filled with grout to provide full bond.

As one of the earliest post-tensioning systems in China, OVM has extensive experience in prestressing technology, and the reliability of the OVM system is extensively acknowledged worldwide. The system is applied from bridges, buildings and geotechnical engineering through to nuclear power plants, water conservancy and hydropower facilities, and renewable energy projects.
Uses steel strands or bars encased in ducts, later filled with grout to provide full bond.
Each tendon is coated with grease and encased in plastic sheathing, allowing independent movement within the concrete.
Tendons run outside the concrete structure, allowing easy inspection, maintenance, and replacement.
Strands or bars are tensioned before concrete casting and bonded directly into the structure.
High-strength post-tensioning bars used for structural reinforcement and stability.


Each OVM post-tensioning systems variant, with its published features and the labelled components of its assembly.
The core system: anchorage (stressing-end and dead-end), coupler, strand and duct, assembled as one tendon. Tendons can be stressed at one or both ends as the design requires.
Flat anchorages for post-tensioned slabs, where the shallow depth of the member rules out a circular anchor head. Flat steel duct carries the strand group.
Ring anchoring, nuclear containment and cryogenic LNG systems — the anchorages OVM developed where a standard linear tendon will not serve.
Tendons carried outside the concrete section, where inspection, maintenance and replacement matter as much as the prestress itself.
Protection-level tendons for aggressive environments, where the tendon must be electrically isolated from the structure and testable over its service life.
Assembly drawings and cross-sections from the OVM post-tensioning systems engineering documentation.



The individual parts that make up a complete post-tensioning systems installation.
01The complete assembly — anchorage, strand, and duct working as one system.
02
03
04
05
06Jacks, pumps, swaging and grouting equipment supplied and supported by OVM alongside the system itself.
Single-strand stressing jack.
Multi-strand through-centre stressing jack.
ZB4-500, ZB10/320-4/800B, ZB2-500AZ and ZPB-505B/175B units.
Forms the bulb for Type H dead-end anchorages.
Forms the swaged end for Type P anchorages and couplers.
Records force and elongation automatically across the stressing sequence.
OVM post-tensioning systems comply with the specifications and recommendations below.
AASHTO
American Association of State Highway and Transportation Officials
ASTM
American Society for Testing and Materials
BS
British Standards
EAD 160004-00-0301
Post-tensioning kits for prestressing of structures
ETAG 013
Guideline for European Technical Approval of post-tensioning kits
FIP / fib
Fédération Internationale du Béton recommendations
GB/T 14370
Anchorage, grip and coupler for prestressing tendons
JIS
Japanese Industrial Standards
PTI
Post-Tensioning Institute specifications
OVM sits on the drafting committee for the national and industry standards that govern this system.
GB/T 14370-2015
National standard — Anchorages, grips and couplers for prestressing tendons
JT/T 329-2010
Industry standard — Anchorages, grips and couplers for prestressed steel strands of highway bridges
JGJ 85-2010
Industry standard — Technical specification for application of anchorages, grips and couplers for prestressing tendons
Malaysian projects carrying OVM post-tensioning systems.

PT system & prestressing equipment to 60m T-Beam
See the project DUKE 3 Highway on the homepage
PT system & prestressing equipment
See the project DASH Highway on the homepage
PT system & prestressing equipment
See the project SUKE Highway on the homepage
PT system & prestressing equipment
See the project Sg. Pulai Balanced Cantilever Bridge on the homepage

PT system & prestressing equipment
See the project IOI City Mall Phase 2 on the homepage
PT system & prestressing equipment
See the project Jalan UMS on the homepage
PT system, prestressing equipment & incremental launching
See the project Batang Rajang Bridge on the homepage
PT system, bearings, expansion joints & stay cables
See the project Batang Igan Bridge on the homepage

Anchorage, intelligent tensioning equipment, intelligent grouting equipment, elastomeric bearing, expansion joint. Project total length approximately 665 kilometers.
See the project East Coast Rail Link (ECRL) on the homepage
Stay cable subcontractor, PT systems, PT bars, expansion joints — main span 267.6m
See the project Bintulu-Jepak Bridge on the homepage
Supply and installation of 96 stay cables, supply of post-tensioning systems, high-strength PT bars, and expansion joints. Total length 3,586.234m, span arrangement 108.4m + 267.6m + 108.4m.
See the project Tun Abdul Taib Mahmud Bridge on the homepage
Stay cables, installation supervision, PT systems — main span 160m
See the project Batang Rambungan Bridge on the homepage
Stay cable subcontractor, PT bars, expansion joints — main span 324.4m
See the project Batang Lupar 1 Bridge on the homepage
Stay cable subcontractor, PT system & expansion joint — main span 400m
See the project Sejingkat Bridge on the homepage


PT system, suspension bridge solution & installation supervision
See the project Bandar Lawas Bridge on the homepage
PT system, suspension bridge solution & installation supervision
See the project Tg. Aru–UMS Pedestrian & Cyclist Bridge on the homepage
PT system, hanger system for arch bridge
See the project Sungai Paku Bridge on the homepage
PL3 PT system, equipment & installation supervision, 5km package SLS2
See the project LRT Mutiara Line on the homepage
PT specialist sub-contractor for all bridges & ground anchors
See the project Pan Borneo Highway Sabah on the homepageTalk to our engineering team about specifications, standards compliance, and lead times.