STRUX® 90/40 is a unique, high strength, high modulus, synthetic macro fibre reinforcement that is added to ready mixed and precast concrete at the batching stage. STRUX 90/40 controls drying shrinkage cracking, so it can be used as an alternative to steel mesh and steel fibre reinforcement.
Note: STRUX 90/40 is not intended as a substitute for steel reinforcement in any application other than those listed. Always consult relevant national codes.
STRUX 90/40 addition rates are dependent on the specific application. Addition rates are also dependent on the desired hardened concrete properties and will vary between 2.3 and 7.0kg / m3. Please see STRUX 90/40 engineering bulletin for detailed information.
Concrete containing STRUX 90/40 may require the use of a superplasticiser such as ADVA® to achieve the required workability. In addition, slight increases in fine aggregate contents may be needed. At dry batch ready-mix plants, add the STRUX 90/40 bags to the truck before the concrete constituents. STRUX 90/40 bags are water degradable and will degrade when wetted. At wet batch ready-mix plants, add the STRUX 90/40 bags to the truck before the concrete. Add the first batch of concrete constituents to the truck SEMI-DRY. This will break up the STRUX 90/40 bags and evenly disperse the fibres. Remember to make up the water content on subsequent batches. After fibre addition, the concrete must be mixed in a drum at the recommended mixing speed for a minimum of 70 revolutions to ensure adequate dispersion. Please contact GCP for further information.
STRUX 90/40 is compatible with all GCP admixtures. The action of STRUX 90/40 in concrete is mechanical and will not affect the hydration process of the cement. Each liquid admixture should be added separately to the concrete mix.
STRUX 90/40 is available in 2.3kg concrete-ready bags.
| Specific Gravity | 0.92 |
| Absorption | None |
| Modulus of elasticity | 9.5GPa |
| Tensile Strength | 620MPa |
| Melting Point | 160ºC |
| Ignition Point | 590ºC |
| Alkali, Acid & Salt Resistance | High |
Note: These curves are based on averages of several beam tests. The toughness performance will depend on the concrete mix design used.
| STRUX 90/40 DOSAGE RATE (KG/ M3) | FE,3 (MPA) | RE,3 (%) |
|---|---|---|
| 3.8 | 1.95 | 38% |
| 4.6 | 2.40 | 46% |
| 5.4 | 2.75 | 54% |
Note: These figures (fe,3 and Re,3) are indicative of the performance of concrete mixes containing STRUX 90/40 but they will vary depending on the hardened properties of the concrete. It is reasonable to expect higher figures when tested in other concrete mixes.
Note: The addition of STRUX 90/40 fibres, to control plastic shrinkage cracking, does not negate the need for appropriate and efficient curing techniques.
| REINFORCEMENT TYPE | PLASTIC SHRINKAGE CRACKING | DRYING SHRINKAGE CRACKING | CORROSION RISK | FREEZE/ THAW DAMAGE |
|---|---|---|---|---|
| Polypropylene “Micro” fibres | + | - | + | +/- |
| Steel fibres | - | + | - | - |
| Steel mesh | - | +(1) | - | - |
| STRUX 90/40 | + | + | + | - |
| REINFORCEMENT TYPE | SAFE, EASY HANDLING | QUICK, WELL CONTROLLED INSTALLATION | POSTCRACK LOAD CARRYING CAPACITY |
|---|---|---|---|
| Polypropylene “Micro” fibres | + | + | - |
| Steel fibres | - | + | + |
| Steel mesh | - | - | +(2) |
| STRUX 90/40 | + | + | + |
+ = positive effect
- = no effect
(1) Only if positioned in top third of floor slab
(2) Only if positioned in bottom third of floor slab
U.S. Patent Nos.: 6,569,525; 6,569,526; 6,758,897.
We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right.
STRUX and ADVA are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies, Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status.
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GCP Applied Technologies Inc., 2325 Lakeview Parkway, Alpharetta, GA 30009, USA
PT GCP Applied Technologies Indonesia, Cikarang Industrial Estate Kav C-32, Cikarang, Bekasi 17530
This document is only current as of the last updated date stated below and is valid only for use in Indonesia. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.id. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service.
Last Updated: 2022-11-24
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