Specialized materials for critical infrastructure
info@wcrete.comWhatsApp +86 153 7387 2353

Structural grouting

Post-Tensioning Grout(Duct Grout)

High-flow cementitious grout for post-tensioning ducts. Zero chloride, ASTM C939/EN 447 compliant, non-shrink with anti-corrosion. Ideal for bridges, wind farms & nuclear plants. It consists of two components, a component for normal weather use and b component for cold weather construction. Keywords: Post-Tensioning Grout (PT Grout) Duct Grout Cementitious Grout for Prestressed Tendons Bridge Tendon Grouting Material

Review technical parameters
SINO-SINAPost-Tensioning Grout(Duct Grout)Verified product main image pending
Product main image pending source upload

Product overview

Performance and application overview.

Product Overview

Full Duct Filling with Anti-Corrosion Protection;Good fluidity, no water secretion, no delamination; Full early strength and micro-expansion of slurry; One-time slurry construction, dense slurry in the pipe without porosity; Pre-stressing steel does not rust, and concrete bond is strong.

Why Choose Us?

1.Cementitious, non-metallic grout with two-stage shrinkage compensation, eliminates cracking in plastic & hardened stages

2.Zero chloride content (<0.05%) + corrosion inhibitor– protects prestressing tendons in harsh environments (marine, de-icing salts)

3.Ultra-high fluidity (11-30s flow time per ASTM C939) – ensures complete void filling without segregation

4.Operable from -5°C to 40°C – superior low-temperature curing vs. competitors (e.g., SikaGrout 300PT: +5°C min)

5.Pre-mixed, just add water – no special equipment required

Applications

Bridge tendon grouting: Full duct filling for corrosion protection in highway/railway bridges

Nuclear power plants: Low permeability + chloride-free for safety-critical structures

Offshore wind farms: Saltwater-resistant protection for turbine foundations

High-rise buildings: Prestressed slab/beam duct grouting

Construction process

1. Before use, carry out trial mixing to determine the best ratio, H-60A (H-60) recommended mixing amount of 10%.

2. Mixing: should be used at a speed of not less than 1000rpm/min high-speed mechanical mixer mixing mixing order is: first add water to the appropriate scale, open the mixer, uniformly add the mortar agent, and then uniformly add the cement; all the powder to join the end of the mixing and then stir for 3 to 5 minutes to press the mortar.

3. Grouting: grouting as soon as possible after mixing, should take the usual grouting methods to ensure continuous pouring.

4. Protective measures: Wear protective gloves and goggles during construction.

5. Cleaning:Clean all construction tools and equipment with water.

Technical parameters

Original product values for technical screening.

Values are reproduced without keyword editing. Final selection must follow the current approved technical data sheet, test method and project conditions.

The source-page headings and values are retained as published. Do not interpret an unlabeled value as a guaranteed minimum.

Test itemH-60BH-60A
Water-cement ratio (%)≤0.330.26 ~0.28
Setting time (h) Initial condensation Final condensation≥4 ≤24≥5 ≤24
Water discharge rate (%)00
Fluidity (25°C) Initial flow 30min flow 60min flow14~22 ≤30 -10~17 10~20 10~25
Pressure discharge rate (%)≤2.5≤2.0

Technical enquiry

Check whether Post-Tensioning Grout(Duct Grout) matches your project.

Include foundation type, grout geometry and volume, strength ages, flow requirement, temperature, standards, placement distance and equipment.