SU61723A1 - A method of manufacturing cement mortars - Google Patents
A method of manufacturing cement mortarsInfo
- Publication number
- SU61723A1 SU61723A1 SU31691A SU31691A SU61723A1 SU 61723 A1 SU61723 A1 SU 61723A1 SU 31691 A SU31691 A SU 31691A SU 31691 A SU31691 A SU 31691A SU 61723 A1 SU61723 A1 SU 61723A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- cement mortars
- manufacturing cement
- mortars
- additives
- concrete
- Prior art date
Links
- 239000011083 cement mortar Substances 0.000 title description 3
- 238000004519 manufacturing process Methods 0.000 title description 2
- 239000000654 additive Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 239000003792 electrolyte Substances 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical group [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- -1 for example Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
Введение в цементные строительные растворы мокрой присадки- шлама иылевидных и гидравлических добавок известно.Introduction to cement mortars wet additives - sludge and slush and hydraulic additives is well known.
Согласно изобретению предлагаетс шлам подвергать предварительной обработке разного рода электролитами, вызывающими коагул цию ультрамикроскопически.х частиц добавок и вследствие этого измен ющими гранулометрический состав последних. В результате такой обработки при смешении шлама добавок с цементом раствора i бетона улучшаетс гранулометрический состав в целом.According to the invention, sludge is proposed to be pretreated with various kinds of electrolytes that cause the coagulation of ultramicroscopic particles of additives and, as a result, alter the granulometric composition of the latter. As a result of this treatment, by mixing the sludge additives with the cement of the concrete solution i, the particle size distribution as a whole is improved.
Наиболее простой и доступный электролит - гашена известь, которую ввод т в шлам в любом виде в небольшом количестве (от 0,5 до 2%). Оптимальное количество электролита устанавливаетс предварительным экспериментом дл каждого отдельного случа .The simplest and most accessible electrolyte is slaked lime, which is introduced into the slurry in any form in a small amount (from 0.5 to 2%). The optimum amount of electrolyte is established by preliminary experiment for each individual case.
В отличие от обычной мокрой присадки добавок к бетону и растворам предлагаемый способ дает существенное изменение подвижности бето1шой массы и растворов и позвол ет снизить в них значение водоцементногс фактора без ущерба дл их удобообрабатываемости и удобоукладываемости . Это позвол ет устранить перерасход пуццоланового портландцемента и других двух-и трехкомпонентных цементов в бетоне, вызываемый большой водопотребностью дл прида1и бетону и раствору той же подвижности , как и в случа х применени обычного портланд-цемента.Unlike conventional wet additives for concrete and mortars, the proposed method significantly changes the mobility of concrete mass and mortars and makes it possible to reduce the value of water-cement factor in them without affecting their workability and workability. This eliminates the overrun of pozzolan Portland cement and other two- and three-component cements in concrete, caused by high water demand to give concrete and a solution of the same mobility as in the case of using ordinary Portland cement.
Предмет изобретени Subject invention
Способ изготовлени цементных строительных растворов с ввведением мокрой присадки - шлама пылевидных и гидравлических добавок.A method of manufacturing cement mortars with the introduction of a wet additive - sludge pulverized and hydraulic additives.
№ 61723No. 61723
отличающийс тем, что указанный шлай предварительно, с целью коагул ции ультрамикроскопических частиц, обрабатывают вызывающим коагул циюэлектролитом, например известью.characterized in that said slurry is preliminarily treated to cause coagulation with an electrolyte, for example, lime, to coagulate ultramicroscopic particles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU31691A SU61723A1 (en) | 1940-04-19 | 1940-04-19 | A method of manufacturing cement mortars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU31691A SU61723A1 (en) | 1940-04-19 | 1940-04-19 | A method of manufacturing cement mortars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU61723A1 true SU61723A1 (en) | 1941-11-30 |
Family
ID=48243066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU31691A SU61723A1 (en) | 1940-04-19 | 1940-04-19 | A method of manufacturing cement mortars |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU61723A1 (en) |
-
1940
- 1940-04-19 SU SU31691A patent/SU61723A1/en active
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