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The table * improvements of various strength characteristics of concrete depending on content of a basalt fiber
                          Technobasalt productions
                          (based on testing in laboratories: ЗАО "Форум-ДС", ООО "НПП "Будконструкция", КНУСА и ГосдорНИИ)***

Concrete class                                       М100                                         В20                                   Б25                           Б30                      Б35         Б40
Fiber length                              24 мм                 12 мм             24 мм          12 мм           50 мм                 24 мм                         24 мм                    24 мм       24 мм

Concrete specs                     Bending Compression   Bending Compression Bending Axial   Bending Axial   Bending Axial   Bending Compression Axial   Bending   Compression   Axial   Bending Axial    Bending
                          0,6 кг    26%        40%        44%        35%
                          0,9 кг    37%        42%        48%        58%
concrete ** depending
on fiber content (in kg
Increase of strength




                          1,2 кг    41%        25%        23%        44%
on 1 cubic meter of
characteristics of




                           1 кг                                                                                               1%          2%               21%        11%
                           2 кг                                                                                               11%         9%               30%        16%
                           3 кг                                                                                               17%        10%               29%        12%                                  17%
concrete)




                           4 кг                                                                                               23%        11%               29%        21%                                  35%
                           5 кг                                                                                               29%        14%               13%         4%
                           6 кг                                                                                               24%         8%               10%        10%
                           1%                                                  79% 80%        19%     20%     81% 82%
   fiber content (in




                           2%                                                 108% 109%       23%     23%     115% 115%        6%                   7%     11%                    11%     16%       7%
   weight of dry
   _---//----from

   % from the




                           3%                                                 124% 125%
   cement)




                           4%                                                                                                 7%                    7%     15%                    15%     30%       11%
                           6%                                                                                                 13%                  13%     17%                    17%     33%       14%
                           8%                                                                                                 17%                  17%     18%                    18%

* the table carries recommendatory / information nature as the increase of characteristics of concrete can differ depending on various factors
(quality of cement and its producer, water cement ratio, plasticity of concrete, rubble and sand fraction, presence of various chemical additives)

** explanations to table sections (strength characteristics):
                "Bending" - a column showing a surplus of durability of concrete on stretching in case of a bend in comparison with a sample without a fiber
                "Compression" - durability surplus on compression in comparison with a sample without a fiber
                "Axial" - durability surplus on axial stretching in comparison with a sample without a fiber


*** The complete name of laboratories where testing were carried out:
JSC FORUM-DS (the certificate on No. PT-339/08 certification from 09.10.2008г. Kiev, Zhmerinskaya St., 1)
JSC Budkonstruktion Scientific and Production Enterprise (license No. 147056 AV series)
The Kiev national university of construction and architecture (the license No. 475395 AV series from 10.06.2009г. on 10.06.2012г. )
State road scientific research institute of a name of L. S. of Shulgin (License series No. 192483)

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Improvement of various strength characteristics of concrete

  • 1. The table * improvements of various strength characteristics of concrete depending on content of a basalt fiber Technobasalt productions (based on testing in laboratories: ЗАО "Форум-ДС", ООО "НПП "Будконструкция", КНУСА и ГосдорНИИ)*** Concrete class М100 В20 Б25 Б30 Б35 Б40 Fiber length 24 мм 12 мм 24 мм 12 мм 50 мм 24 мм 24 мм 24 мм 24 мм Concrete specs Bending Compression Bending Compression Bending Axial Bending Axial Bending Axial Bending Compression Axial Bending Compression Axial Bending Axial Bending 0,6 кг 26% 40% 44% 35% 0,9 кг 37% 42% 48% 58% concrete ** depending on fiber content (in kg Increase of strength 1,2 кг 41% 25% 23% 44% on 1 cubic meter of characteristics of 1 кг 1% 2% 21% 11% 2 кг 11% 9% 30% 16% 3 кг 17% 10% 29% 12% 17% concrete) 4 кг 23% 11% 29% 21% 35% 5 кг 29% 14% 13% 4% 6 кг 24% 8% 10% 10% 1% 79% 80% 19% 20% 81% 82% fiber content (in 2% 108% 109% 23% 23% 115% 115% 6% 7% 11% 11% 16% 7% weight of dry _---//----from % from the 3% 124% 125% cement) 4% 7% 7% 15% 15% 30% 11% 6% 13% 13% 17% 17% 33% 14% 8% 17% 17% 18% 18% * the table carries recommendatory / information nature as the increase of characteristics of concrete can differ depending on various factors (quality of cement and its producer, water cement ratio, plasticity of concrete, rubble and sand fraction, presence of various chemical additives) ** explanations to table sections (strength characteristics): "Bending" - a column showing a surplus of durability of concrete on stretching in case of a bend in comparison with a sample without a fiber "Compression" - durability surplus on compression in comparison with a sample without a fiber "Axial" - durability surplus on axial stretching in comparison with a sample without a fiber *** The complete name of laboratories where testing were carried out: JSC FORUM-DS (the certificate on No. PT-339/08 certification from 09.10.2008г. Kiev, Zhmerinskaya St., 1) JSC Budkonstruktion Scientific and Production Enterprise (license No. 147056 AV series) The Kiev national university of construction and architecture (the license No. 475395 AV series from 10.06.2009г. on 10.06.2012г. ) State road scientific research institute of a name of L. S. of Shulgin (License series No. 192483)