SU687023A1 - Concrete mixture - Google Patents
Concrete mixtureInfo
- Publication number
- SU687023A1 SU687023A1 SU762426655A SU2426655A SU687023A1 SU 687023 A1 SU687023 A1 SU 687023A1 SU 762426655 A SU762426655 A SU 762426655A SU 2426655 A SU2426655 A SU 2426655A SU 687023 A1 SU687023 A1 SU 687023A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- concrete
- cement
- concrete mixture
- water
- strength
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title description 15
- 239000000203 mixture Substances 0.000 title description 15
- 239000004568 cement Substances 0.000 description 10
- 239000000654 additive Substances 0.000 description 8
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 description 7
- NLXLAEXVIDQMFP-UHFFFAOYSA-N Ammonia chloride Chemical compound [NH4+].[Cl-] NLXLAEXVIDQMFP-UHFFFAOYSA-N 0.000 description 6
- 229910052938 sodium sulfate Inorganic materials 0.000 description 6
- 235000011152 sodium sulphate Nutrition 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000000996 additive effect Effects 0.000 description 5
- 239000012615 aggregate Substances 0.000 description 5
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 3
- 235000019270 ammonium chloride Nutrition 0.000 description 3
- 238000010025 steaming Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- XLVYRWBZQRKWSI-UHFFFAOYSA-M [Cl-].[Na+].S(=O)(=O)([O-])O.[NH4+] Chemical compound [Cl-].[Na+].S(=O)(=O)([O-])O.[NH4+] XLVYRWBZQRKWSI-UHFFFAOYSA-M 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
II
Изобретение относитс к составам бетонных смесей, содержащих модифицирующие добавки.The invention relates to compositions of concrete mixtures containing modifying additives.
Известна бетонна смесь, содержаща цемент заполнитель, воду и добавку - ускоритель N82804 в количествах 1,2иЗ% 1.A known concrete mixture containing cement aggregate, water, and an accelerator N82804 in quantities of 1.2% and 3%.
Наиболее близка к предлагаемой смеси бетонна смесь, содержаща цемент, заполнитель, хлорид аммони , сульфат натри и воду. Добавку ввод т в количестве О 5% от веса цемента при соотнощении компонентов соответственно 0,3 : 0,7 2.Closest to the proposed mixture is a concrete mixture containing cement, aggregate, ammonium chloride, sodium sulfate and water. The additive is introduced in an amount of about 5% by weight of cement with a ratio of the components, respectively, 0.3: 0.7 2.
Однако зта добавка не позвол ет увеличить прочность бетона до и после пропаривани . Целью изобретени вл етс увеличение прочности бетона после термовлажностной обработки и при последующем твердении.However, this additive does not allow to increase the strength of the concrete before and after steaming. The aim of the invention is to increase the strength of concrete after heat treatment and subsequent hardening.
Это достигаетс тем, что бетонна смесь содержит цемент, заполнитель, хлорид аммони сульфат натрн и воду при следующем соотношении , вес.%:This is achieved by the fact that the concrete mixture contains cement, aggregate, ammonium sulphate sodium chloride and water in the following ratio, wt.%:
Цемент8,000-25,000Cement8,000-25,000
Заполиитель51,000-89,000Zapolitel51,000-89,000
Хлорид аммони 0,032-0,375Ammonium chloride 0.032-0.375
0,064-0,75 0.064-0.75
Сульфат натри Остальное, ВодаSodium Sulphate Else, Water
Предлагаема комплексна добавка позвол ет направленно вли ть на гидратацию твердени цементного камн и бетона при пропаривани и получать оптимальные структуры твердени . Наличие в смеси NH4CI позвол ет усилить эффект увеличени прочности за счет сернокислого натри сразу после пропаривани и особенно в 28-суточном возрасте. Кроме того, выдел ющийс при взаимодействии с цементом газообразный аммиак образует мелкопористую структуру цементного теста, что позвол ет прогнозировать более высокую морозостойкость бетона. Соотношение между компонентами добавки зависит от минералогического состава примен емого цемента.The proposed complex additive allows the directional influence on the hydration of the hardening of cement stone and concrete during steaming and to obtain optimal hardening structures. The presence of NH4CI in the mixture makes it possible to enhance the effect of increasing strength due to sodium sulfate immediately after steaming and especially at 28 days of age. In addition, gaseous ammonia released during interaction with cement forms the fine-porous structure of cement paste, which makes it possible to predict a higher frost resistance of concrete. The ratio between the components of the additive depends on the mineralogical composition of the cement used.
Добавку ввод т в бетонную смесь при перемешивании .The additive is introduced into the concrete mix while mixing.
В табл. 1 приведены составы предлагаемой и известной бетонных смесей.In tab. 1 shows the compositions of the proposed and known concrete mixes.
Состав смеси, вес.% The composition of the mixture, wt.%
Компоненты предлагаемый известныйComponents proposed famous
13,5 13.5
13,5 30,0 30,0 . 49.507 49,6825 аммони 0,081 13.5 30.0 30.0. 49.507 49.6825 ammonium 0.081
0,02025 натри 0,162 0,047250.02025 sodium 0.162 0.04725
675 6,7675 6.7
В табл. 2 показана прочность при сжати}« пропаренных офазцов, полученных из пред лагаемой нжестной смесей.In tab. 2 shows the compressive strength of ар steamed Ofaztsov obtained from the proposed stiff mixtures.
Таблица 2table 2
Бетонна смесь, содержаща цемент, заполнитель , хлорид амкюни , сульфат натри воду, отличающа с тем, что, с щелью увеличени прочности бетона 1юсле термовлажностной обработки и при последующем твердении, она соп.ержт указанные компоненты при следующем их соотнощении, вес.7о:Concrete mixture containing cement, aggregate, amkyuni chloride, sodium sulfate water, characterized in that, with a crack to increase the strength of concrete, 1 is less than the heat and moisture treatment, and during subsequent hardening, these components, with the following ratio, weight:
Цемент Cement
8,000-25,000 51,000-89,000 Заполнитель Хлорид аммони 0,032-0,375 Сульфат натри 0,064-0,750 8,000-25,000 51,000-89,000 Aggregate Ammonium chloride 0.032-0.375 Sodium sulfate 0.064-0.750
Вода Остальное.Water Else.
Источники информации, прин тые во внимание при зксперт зеSources of information taken into account by the expert
1.Максимов В. Г. О вли нии добавок сернокислого натри на прочность торкретбетона.1.Maksimov V.G. On the effect of sodium sulfate additives on the strength of shotcrete.
Строительство и архитектура Узбекистана, N 3, 1972, с. 12-14.Building and architecture of Uzbekistan, N 3, 1972, p. 12-14.
2.Вознесенский В. А., Крыжановский И. И. Цланирование экспериментов при отборе эффективных добавок регул торов качества бетона .-Исследование бетона и железобетонных конструкций экспериментально-статическими ме тодами, Кишинев, Штииши, 1972, с. 6-28.2. Voznesensky, V. A., Kryzhanovsky, I. I., Planning of Experiments in the Selection of Effective Additives of Concrete Quality Controllers. —Investigation of Concrete and Reinforced Concrete Structures by Experimentally Static Methods, Chisinau, Shtiishi, 1972, p. 6-28.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762426655A SU687023A1 (en) | 1976-12-07 | 1976-12-07 | Concrete mixture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762426655A SU687023A1 (en) | 1976-12-07 | 1976-12-07 | Concrete mixture |
Publications (1)
Publication Number | Publication Date |
---|---|
SU687023A1 true SU687023A1 (en) | 1979-09-25 |
Family
ID=20685334
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU762426655A SU687023A1 (en) | 1976-12-07 | 1976-12-07 | Concrete mixture |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU687023A1 (en) |
-
1976
- 1976-12-07 SU SU762426655A patent/SU687023A1/en active
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