Mortar Tests 24 months on St Astier Pure NHL
TESTS ON ST ASTIER PURE NHL MORTARS
Note: performance figures will vary using different sands.
For example see figures on NHL 3.5 tested using a 3mm - 0.075 well graded common sand (Doyeaux).
| 1:2 | 1:2.5 | 1:3 | Norm/method used for test | ||||||||
| NHL 5 | NHL 3.5 | NHL 2 | NHL 5 | NHL 3.5 | NHL 3.5 | NHL 2 | NHL 5 | NHL 3.5 | NHL 2 | ||
| Doyeaux sand | |||||||||||
| Water content gr. | 225 | 226 | 228 | 215 | 220 | 250 | 214 | 208 | 211 | 206 | |
| Water/binder ratio | 0.67 | 0.88 | 1.07 | 0.79 | 1.07 | 1.21 | 1.27 | 0.92 | 1.23 | 1.47 | |
| Penetration mm | 8 | 9.5 | 11 | 7.5 | 9 | 10 | 8.5 | 7 | 8.5 | 9.5 | EN459-2 P.5.5.3 |
| Set (beginning) h | 4.3 | 5.3 | 8 3/4 | 3.3 | 6 | 6.15 | 9 | 3 | 6 | 9.3 | EN196.2 P.6.2 |
| Bulk density kg/m3 (no curing) |
2110 | 2110 | 2100 | 2115 | 2140 | 1975 | 2080 | 2105 | 2110 | 2100 | EN459.2 P.5.8 |
| Air content % | 0 | 1.6 | 2 | 0 | 0 | 0 | 1 | 0 | 3 | 2 | EN459.2 P.5.7 |
| Elast. Moduli Mpa | |||||||||||
| 28 days | 10800 | 9010 | 9025 | 11000 | 9000 | 8600 | 9800 | 10000 | 8970 | 9000 | French Std on one coat renders |
| 6 months | 18000 | 16250 | 12600 | 17050 | 13505 | 12050 | 12030 | 16900 | 12450 | 11800 | |
| 12 months | 18510 | 15280 | 12515 | 17280 | 13620 | 12030 | 16150 | 13150 | 11900 | ||
| 24 months | 21500 | 17480 | 13375 | 18020 | 13785 | 12000 | 17540 | 13670 | 11750 | ||
| Flexural Strength Mpa | EN459.2 | ||||||||||
| 7 days | 0.53 | 0.43 | 0.28 | 0.38 | 0.31 | 0.28 | 0.31 | 0.4 | 0.28 | 0.25 | |
| 28 days | 0.9 | 0.73 | 0.74 | 0.8 | 0.48 | 0.45 | 0.73 | 0.66 | 0.65 | 0.72 | |
| 6 months | 2.2 | 2.18 | 1.28 | 1.75 | 1.7 | 1.3 | 1.2 | 1.55 | 1.38 | 1.08 | |
| 12 months | 2.4 | 2.25 | 1.3 | 2.2 | 2.05 | 1.25 | 1.8 | 1.5 | 1.05 | ||
| 24 months | 2.51 | 2.6 | 1.41 | 2.3 | 2 | 1.15 | 2.05 | 1.53 | 1.05 | ||
| Compressive Strength MPa | EN459-2 P.5.1 | ||||||||||
| 7 days | 1.96 | 0.75 | 0.62 | 1 | 0.57 | 0.5 | 0.53 | 0.88 | 0.53 | 0.47 | |
| 28 days | 2.2 | 1.88 | 1.48 | 2 | 1.47 | 1.3 | 1.36 | 1.5 | 1.34 | 1.25 | |
| 6 months | 7.31 | 7.1 | 3.84 | 5.91 | 5.34 | 4.02 | 3 | 5.31 | 3.94 | 2.88 | |
| 12 months | 9.28 | 7.5 | 4 | 8.44 | 5.9 | 2.9 | 6.5 | 3.9 | 2.9 | ||
| 24 months | 10.81 | 8.63 | 4.25 | 8.81 | 6 | 3 | 7.8 | 3.97 | 2.75 | ||
| Fr. Std. for one coat renders |
|||||||||||
| Permeability at compl. carb gr. of air/m2 x hour x mmHg | 0.55 | 0.64 | 0.68 | 0.5 | 0.65 | 0.71 | 0.52 | 0.72 | 0.71 | ||
| Shrinkage at 28 days mm.m | 0.17 | 0.59 | 0.75 | 0.13 | 0.44 | 0.6 | 0.15 | 0.25 | 0.51 | ||
| Water absorption l/hxm 2 | 3 | 4.5 | 10.5 | 3.2 | 7.3 | 12.1 | 5.5 | 9.4 | 15.4 | at compl. Carbonation | |
| Capillarity gr/cm2 xmin1/2 | 0.88 | 1.18 | 3.05 | 2.54 | 4.7 | 7.84 | 4.61 | 6.3 | 8.7 | at compl. Carbonation | |
NHL / Putty lime blends
| NHL 5/Putty/Sand | NHL 3.5/Putty/Sand | Test Norm/method used | |||||
| Blend ratio | 0.9/0.1/3 | 0.7/0.3/3 | 0.5/0.5/3 | 0.9/0.1/3 | 0.7/0.3/3 | 0.5/0.5/3 | |
| Water/binder ratio gr | 1.2 | 1.07 | 1.03 | 1.04 | 1 | 0.95 | |
| Penetration mm | 7 | 10 | 11 | 8 | 12 | 13 | EN459-2 P.5.5.3 |
| Set (beginning) h | 3.5 | 5.25 | 9.5 | 6.5 | 8.5 | 10 | EN196-2 P.5.8 |
| Bulk density kg/m3 (no curing) | 2105 | 2040 | 2030 | 2070 | 2040 | 2020 | EN459-2 P.5.8 |
| Air content % | 0 | 0 | 3 | 3 | 4 | 6 | EN 459-2 P. 5.7 |
| Elast. Moduli Mpa | |||||||
| 28 days | 11000 | 10020 | 8000 | 8400 | 8050 | 7510 | French Std on one coat renders |
| 6 months | 16000 | 14000 | 13000 | 13200 | 12600 | 11000 | |
| 12 months | 16510 | 14320 | 13020 | 13410 | 12900 | 11050 | |
| 24 months | 16500 | 13950 | 13220 | 14520 | 13010 | 10850 | |
| Flexural Strength N/mm2 | |||||||
| 7 days | 0.4 | 0.35 | 0.32 | 0.38 | 0.5 | 0.26 | AN459.2 |
| 28 days | 0.67 | 0.65 | 0.45 | 0.6 | 0.52 | 0.38 | |
| 6 months | 1.15 | 1.13 | 0.83 | 1.33 | 1.05 | 0.65 | |
| 12 months | 1.75 | 1.15 | 0.85 | 1.5 | 1.2 | 0.8 | |
| 24 months | 1.55 | 1.2 | 0.8 | 1.56 | 1.26 | 0.84 | |
| Compressive Strength N/mm2 | |||||||
| 7 days | 0.82 | 0.66 | 0.42 | 0.76 | 0.76 | 0.22 | EN459-2 P.5.1 |
| 28 days | 1.4 | 1.1 | 0.6 | 1.3 | 1.1 | 0.75 | |
| 6 months | 4.8 | 3.95 | 2.97 | 3.9 | 3.63 | 2 | |
| 12 months | 5.3 | 4.1 | 2.8 | 4.8 | 4.4 | 3.75 | |
| 24 months | 5.25 | 4.31 | 2.85 | 4.75 | 4.55 | 2.65 | |
| Permeability at complete Carb (vapour exchange) gr of air x m2 x hour x mmHg |
0.6 | 0.59 | 0.63 | 0.69 | 0.71 | 0.68 | Fr. Std on one coat renders |
| Shrinkage at 28 days mm/m | 0.25 | 0.6 | 0.84 | 0.35 | 0.67 | 0.89 | |
| Water absorption l/hxm2 at compl. Carbonation | 10 | 12.3 | 18 | 11.2 | 15.6 | 19.3 | |
| Capillarity gr/cm2 xmin1/2at compl. Carbonation | 4.41 | 8.72 | 12.94 | 9.95 | 10.2 | 13.75 | |
CEMENT / HYDRATED LIME / SAND
| Blends | 1:1:6 | 1:2:9 | Norm/method used for test |
| Water content gr. | 200 | 200 | |
| Water/binder ratio | 0.72 | 0.65 | |
| Penetration mm | 7 | 7 | EN459-2 P.5.5.3 |
| Set (beginning) h | 1.3 | 1 | EN459-2 P.6.2 |
| Bulk density (no curing) kg/m3 | 2100 | 2100 | EN459-2 P.5.8 |
| Air content % | 0 | 0 | EN459-2 P.5.7 |
| Elast. Moduli Mpa | French Std. for one coat renders |
||
| 28 days | 16200 | 15595 | |
| 6months | 22010 | 19300 | EN459-2 |
| 12 months | 22210 | 19700 | |
| 24 months | 22150 | 19650 | |
| Flexural Strength N/mm2 | |||
| 7 days | 2.05 | 1.65 | |
| 28 days | 1.95 | 1.55 | EN459-2 P.5.1 |
| 6 months | 2.1 | 1.5 | |
| 12 months | 2.2 | 1.7 | |
| 24 months | 2.2 | 1.75 | |
| Compressive Strength N/mm2 | |||
| 7 days | 5.02 | 4.96 | |
| 28 days | 7.7 | 5.56 | |
| 6 months | 8.1 | 5.75 | |
| 12 months | 8.7 | 6.05 | |
| 24 months | 8.5 | 5.95 | |
| Permeability (Vapour exch) gr of air x m2 x hour x mmHg |
0.23 | 0.25 | At complete carbonation French Std. for one coat renders |
| Shrinkage at 28 days mm/m | 0.63 | 0.42 | |
| Water absorption l/hxm 2 at compl. Carbonation |
0.23 | 0.25 | |
| Capillarity gr/cm2 xmin1/2 | 1.08 | 6.86 |
St.Astier Mortar tests : 24 months results
September 2000
Enclosed the final results as follows:
Sheet 1 : Test on NHL/Sand mixes (1:2 1:2.5 1:3)
Sheet 2 : Tests on NHL/Putty /Sand blends (NHL blended with Putty@ 10% 30% 50%)
Sheet 3 : Test on Cement/lime/sand mixes (1:1:6 1:2:9)
- The proposed EU norms are conducted on mortars prepared with a binder/sand
ratio of approx. 1:1.3.
and Standard EU laboratory sand (ISO 679). - The tests reflect the performance of mortars made with the same sand but with volumetric mixes that are commonly used.
- Proctors air cured have been stored at constant 15oC and 95% humidity.
- Water addition was made to obtain the same workability on all mortars.
NOTES:
Compressive strenght in NHL mortars is achieved gradually, allowing for movement.
This
is due to the lack of cement. In cementitious mixes the hardening is much faster
and mostly complete within 28 days.
Elasticity, which is so important to achieve joint free construction, is by far better in NHL mortars than cementitious mixes.
Shrinkage, capillarity and vapour exchange (permeability to air) also show better values than cementitious mixes.
The test on NHL/Putty blends shows the significant performance alteration that takes place Although this does not signify that these blends cannot be used, we think that the specifier should be aware of the related performance.
The initial set up of these test was done in consultation with:
Mrs.
J. M. Teutonico of English Heritage, Mrs. P. Gibbons of The Scottish Lime Centre,
Prof. John Ashurst and Douglas Johnston to whom we are grateful for their co-operation and suggestions.
For further Guidance, contact your St Astier Distributor.
Copyright © Setra Marketing Ltd. 2006


