SU546679A1 - Base Composition - Google Patents
Base CompositionInfo
- Publication number
- SU546679A1 SU546679A1 SU2052570A SU2052570A SU546679A1 SU 546679 A1 SU546679 A1 SU 546679A1 SU 2052570 A SU2052570 A SU 2052570A SU 2052570 A SU2052570 A SU 2052570A SU 546679 A1 SU546679 A1 SU 546679A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- ash
- composition
- base composition
- water
- wet
- Prior art date
Links
Landscapes
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
лажпости тпсрдеип (I;, после 2-, суточного одопасыщени ( аживаин -оттаи: Предел прочно при сжагпи при изгибе Водонасыпюппс, % Коэффппиепт водоустой0 ,9 -lazhposti tpsrdeip (I ;, after 2-, daily odipanification (azhivain-Ottai: The limit is firmly upon squeezing when bending Vodonasypupps,% Coeffippt vodostoy0, 9 -
ЧПВОС1 IINIWP1 II
Коэффпцпепт мо1)озостой- 0,7 Coefftspep mo1) ozostoy- 0,7
костп-bones
П р II м е р 2. Дл прпготовлени состава ерут (вес. ч.): Мелкпй песокExample II. For the preparation of the composition erute (weight h.): Fine sand.
100100
(3 т в а ;i ь и ю к а м ен п о го л ь 11 у ю золу-упоса Приднепровской ГРЭС(3 t aa; i ü and yu kameno p h o l 11 y ash-uposa Pridneprovskaya GRES
30thirty
Извееть-пушопку Izveeet-fluff
9 Хлорпстый кальцпй 9 Chlorine Calcium
1,5 Камеиноугольпую смолу 1.5 Kameinougolpuyu resin
3 Воду3 Water
10ten
Образцы 113 этого состава, приготовленные и испытанные аналогично составу 1, имеют следующие ноказатели:Samples 113 of this composition, prepared and tested as in composition 1, have the following indicators:
Предел прочности, кгс/см- I И П1 нрн сжатнн25 22 19Strength, kgf / cm- I And P1 nrn compressed 25 22 19
при изгибе654bending654
Водонасыихение, %- 4,0 -Water saturation,% - 4.0 -
Коэффициент водоустойчивости- 0,9 - Коэффнииент морозостойкости - - 0,85 Применение отвальной каменноугольной золы-уноса мокрого удалени избавл ет от необходимости П()нмеиени цементовозов дл перевозки золы сухого отбора, сиособствуст ликвпдац )1И отвалов золрл-упоса мокрого удалепп и освобождению занимаемых ими земель, а также уменьшению загр знени природы.Water Resistance Coefficient - 0.9 - Frost Resistance Coefficient - - 0.85 The use of dump coal ash for wet removal eliminates the need for () the cement carriers for the transport of dry selection ash, as well as waste disposal tools for wet selection and the release of occupied ash land, and a decrease in pollution.
Оииеываемый состав можно нсиользовать дл устройства оснований автомобильных дорог li до|)ожно-к;п1матических зонах.The hardened composition can be used for the construction of the bases of highways li to |) ozhno-k; p1maticheskikh zones.
Ф о р м у ;i а и з о б р е т е н и Forum y; i a and z o b e te n i
1. Состав дл возведеии оснований, прен .мун;еетвеино автомобильных дорог, включаюпиш групт, золу-упоса, нзвееть, хлористый ка.чьций н воду, о т л п ч а ю т н и с тем, что, с целью новьпненп физико-механнческпх свойств основани , он дополнительно содержит каменноугольную смолу, нрн следу1он1ем соOTHOiiieiiHii компонентов, вес. ч.:1. Composition for the erection of bases, pre. Im; eveveino highways, including the group, the ash-ups, nzweete, chloride k.chetsii n water, about the fact that, with the aim of novnenp physic -Mechanical properties of the base, it additionally contains coal tar, as follows following components ORTHIiiiiHii components, weight. including:
Грунт100Soil100
Зола-уноса25-30Fly ash25-30
Известь8-9Lime8-9
Хлористый кальций1 -1.5Calcium chloride -1.5
Вода10-15Water 10-15
Каменноугольна смола2-3Coal tar2-3
2. Состав но н. 1, о т л н ч а ю щ н и с тем, что в качестве золы-уноса он содержпт каменноугольную отвальную золу-уноса мокрого удаленн .2. Composition no. 1, that is, with the fact that, as fly ash, it contains coal waste ash, fly ash, and wet.
Источники информации, нрнн тые во впнманне нрн экенертпзе пзобретени :Sources of information that are given in the list
1.Авторское свидетельство .Nb 469793. кл. Е 02D 3/14, 1973.1. Author's certificate .Nb 469793. кл. E 02D 3/14, 1973.
2.Авторское свидетельство До 384974 кл Е 02D 3/12, 1971.2. Author's certificate Up to 384974 class E 02D 3/12, 1971.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU2052570A SU546679A1 (en) | 1974-08-16 | 1974-08-16 | Base Composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU2052570A SU546679A1 (en) | 1974-08-16 | 1974-08-16 | Base Composition |
Publications (1)
Publication Number | Publication Date |
---|---|
SU546679A1 true SU546679A1 (en) | 1977-02-15 |
Family
ID=20593758
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU2052570A SU546679A1 (en) | 1974-08-16 | 1974-08-16 | Base Composition |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU546679A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5441760A (en) * | 1994-03-25 | 1995-08-15 | Western Aggregates, Inc. | Impregnable in situ deicing material |
US6849198B2 (en) | 2001-10-09 | 2005-02-01 | Board Of Control Of Michigan Technological University | Anti-icing coatings and methods |
US6971783B2 (en) | 2000-07-19 | 2005-12-06 | Keanes Limited | Recycled material and mixing machinery |
-
1974
- 1974-08-16 SU SU2052570A patent/SU546679A1/en active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5441760A (en) * | 1994-03-25 | 1995-08-15 | Western Aggregates, Inc. | Impregnable in situ deicing material |
US6971783B2 (en) | 2000-07-19 | 2005-12-06 | Keanes Limited | Recycled material and mixing machinery |
US6849198B2 (en) | 2001-10-09 | 2005-02-01 | Board Of Control Of Michigan Technological University | Anti-icing coatings and methods |
US7279197B2 (en) | 2001-10-09 | 2007-10-09 | Board Of Control Of Michigan Technological University | Anti-icing coatings and methods |
US8647709B2 (en) | 2001-10-09 | 2014-02-11 | Michigan Technological University | Anti-icing coatings and methods |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Vicat | A practical and scientific treatise on calcareous mortars and cements, artificial and natural | |
US4108677A (en) | Process for treating waste sludge from combustion plant desulfurization units and cementitious product of the process | |
James et al. | Performance of fly ash-lime stabilized lateritic soil blocks subjected to alternate cycles of wetting and drying | |
SU546679A1 (en) | Base Composition | |
ATE87601T1 (en) | MEANS FOR IMPROVING THE STRENGTH OF HYDRAULICALLY SETTING CEMENT SUBSTANCES, METHOD OF IMPROVING SUCH STRENGTH AND HYDRAULICALLY SETTING CEMENT SUBSTANCES IMPROVED IN STRENGTH. | |
Rahman | Effect of rice husk ash on the properties of bricks made from fired lateritic soil-clay mix | |
ATE47130T1 (en) | BINDING AGENT MIXTURE OF SULPHATIC, LIMERIC AND PUZZOLANIC SUBSTANCES RICH IN ALUMINUM. | |
ATE38217T1 (en) | PROCEDURE FOR DISPOSAL OF SLUDGE. | |
SE8800885D0 (en) | PROCEDURES FOR HYDROPHOBIATION OF PLASTIC BUILDING ELEMENTS | |
Wainwright et al. | Some properties of concrete containing sintered domestic refuse as a coarse aggregate | |
FR2248246A1 (en) | Concrete with very high compression strength - made using sand consisting of porous roasted clay | |
ES2066229T3 (en) | MATRIX OF CEMENT AND PROCEDURE FOR THE OBTAINING. | |
Mateos | Stabilization of soils with fly ash alone | |
SU798065A1 (en) | Binder | |
SU1206432A1 (en) | Lightweight polymeric composition for reinforcing wells | |
SU697437A1 (en) | Concrete mixture | |
RU1813759C (en) | Binder for building fluids and concretes | |
SU612055A1 (en) | Composition of binder for setting filler | |
CA1108820A (en) | Process for treating waste sludge from combustion plant desulfurization units and cementitious product of the process | |
SU1397419A1 (en) | Binder for concrete mix | |
Hyde | Some preliminary test data on cement–pfa–anhydrite mixes | |
Quant | Fly-ashes in soil improvement | |
Shao et al. | CO2 uptake by concrete hardened in a simulated flue gas | |
Nanni | Phosphogypsum as a Building Material: Strength Characteristics and Housing Application | |
FOLTYNEK | RAW MATERIALS FOR BRICK-MAKING AND EFFLORESCENCE |