SU1227610A1 - Fibrous concrete mix - Google Patents
Fibrous concrete mix Download PDFInfo
- Publication number
- SU1227610A1 SU1227610A1 SU823445348A SU3445348A SU1227610A1 SU 1227610 A1 SU1227610 A1 SU 1227610A1 SU 823445348 A SU823445348 A SU 823445348A SU 3445348 A SU3445348 A SU 3445348A SU 1227610 A1 SU1227610 A1 SU 1227610A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- water
- fiber
- concrete
- concrete mix
- portland cement
- Prior art date
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
Изобретение относитс к составам дисперсно армированных бетонных с.ме- с:ей (фибробетонных смесей) и может быть применено в промышленности строительных материалов.The invention relates to compositions of dispersion reinforced concrete concrete mixtures (fibrous concrete mixes) and can be applied in the building materials industry.
Целью изобретени вл етс иение прочности на сжатие, воде- и морозостойкости бетона.The aim of the invention is to provide compressive strength, water and frost resistance of concrete.
Пример. Приготовление фнбро- fieTOHHOft смеси осуществл ют с(им образом,.Example. The preparation of fnbro-fieTOHHOft mixtures is carried out with (in this way ,.
Портландцемент перемешивают 1 с водой затворени , в которую пр13двар И тельно введены хлористый кальций и поверхностно-активна добавка -- сульфитно-дрожжева бражка. Затем в смеситель ввод т базальтовое волокно; онкодисперсные молотый строительный песок и пиритные огарки, осуществл ют перемешивание в течение 1 мин, после чего ввод т заполнитех.сь и производ т перемепшвание всех компонентов в течение 1-2 мин.Portland cement is mixed with 1 mixing water, into which calcium chloride is directly introduced and the sulphite-yeast mash is the surfactant additive. Then basalt fiber is introduced into the mixer; oncological ground construction sand and pyrite cinder, stirring for 1 minute, after which they are filled in and mixed together for 1-2 minutes.
КоьшонентKohsonent
Портландцемент 23s2Portland cement 23s2
БазальтовоеBasalt
волокно2 .3fiber2 .3
Сульфитно-дрожжева бражкаSulfite yeast brew
ВодаWater
0,030.03
Хлористый кальцийCalcium chloride
(},г(}, g
Тонкомолотый песокFine sand
о ; /-, Jabout ; / -, J
Тонкомолотые пиритные огаркиFine ground pyrite cinder
ЩебеньRubble
ПесокSand
I) :;риме;ппх испольповались следую- 1пе матери 1Л},1: портлаг{диемент Рыб- ;1иик(Л о пементно-шифериого комбината М lOG,; заполнители - гранитный Die тень 3-10 мм и строитель- iHim песок о модулам крупности 2,4, члпил- олотьш пэсок с уде:1ьной поверхностью 3800 см /1% пиритные огарки размолотые до удельной поверх- liocTH 4800 , базальтовое волокно (кгут) нещелочестойкое Феличского научно-про 1Яводствекного объединени Теплоз вукг изол ци в виде отрезков длиной 30 ffM, диаметр Филаментов 9- 15 микрон, толищна жгута 400 - 600 такс, от НО;.иение длины к ру JOO.I):; Rome; pph were used by the following mothers 1Л}, 1: the portlag {the fish-fish; 1iik (L of the cement-cipher combine M lOG ;; the aggregates - the granite Die shadow 3-10 mm and the builder iHim sand about 2.4, particle size modular modules with oude: 1x surface 3800 cm / 1% pyrite cinder crushed to a specific surface- liocTH 4800, basalt fiber (kgut) non-alkaline resistant Felichi scientific-pro 1 Sulfur Combine Teploz vukg isol qi 30 ffM, diameter of filaments 9-15 microns, with a bundle thickness of 400-600 taxes, from BUT; .and length to JOO py.
ли 1Ичес ::кй состав базальтсаого K j;OKHa,%:SiO ,,49,5-5055; А1„0, ;4,,5TiC ,Li Iiche :: ky composition of basalts K j; OKHa,%: SiO ,, 49,5-5055; A1 „0,; 4,, 5TiC,
-1 36 Ре.гОз i sSПримеры составов фибробетонной смеси приведены в табл,-1 36 DG Oz i sS Examples of the composition of a fiber-concrete mixture are given in Table.
Т а б л 1-1 ц ,аT and b 1-1 c, and
25,025.0
312276104312276104
Одновременно изготовл ли смесь по ли образцы-кубы 10x10x10 и балочки составу-прототипу, %: портландцемент 4x4x16 см. 16-18; рубленое стекловолокно . стекловата 2-12; ПАВ 0,1-0,2; Гра- Твердение и испытани образцовAt the same time, the mixture was made of 10x10x10 cubes and cubic samples, the composition of the prototype,%: Portland cement 4x4x16 cm. 16-18; chopped fiberglass. glass wool 2-12; Surfactant 0.1-0.2; Gras - Hardening and Testing Samples
ниткый щебень 30-45; песок 20-35; вода остальное.thread rubble 30-45; sand 20-35; water the rest.
Из предлагаемых фибробетонных смесей и смесей по прототипу изготовиПрочность на сжатие , MllaOf the proposed fiber-concrete mixtures and mixtures of the prototype are made. Compressive strength, Mlla
Прочность на раст жение при изгибе, МПа Flexural strength, MPa
Морозостойкость,Frost resistance
Как следует из результатов испыта-в составах по прототипу, позвол ютAs follows from the results of the test-in the compositions of the prototype, allow
НИИ, составы предлагаемых фибробетон-jj получать бетоныс повьшеннойпрочностьюResearch institutes, the composition of the proposed fibrobeton-jj receive concrete with a higher strength
ных смесей при содержании в них ар-на сжатие и более высокими показател миmixtures with an ar-compression ratio and higher
мирующего волокна в 9 раз меньшем,чемводостойкости и морозостойкости.reigning fiber is 9 times less than water resistance and cold resistance.
Редактор Н. ГорватEditor N. Gorvat
Составитель Н. ФедороваCompiled by N. Fedorov
Техред И.Верес КорректорМ. Самборска Tehred I. Veres ProofreadM. Samborska
Заказ 2260/25Тираж 640ПодписноеOrder 2260/25 Circulation 640 Subscription
ВНИИПИ Государственного комитета ССССРVNIIPI State Committee of the USSR
по делам изобретений и открытий 113035, Москва, Ж-35, Раушска наб. , д.4/5for inventions and discoveries 113035, Moscow, Zh-35, Raushsk nab. 4/5
Производственно-полиграфическое предпри тие, г. Ужгород, ул. Проектна , 4Production and printing company, Uzhgorod, st. Project, 4
проводили в одинаковых услови х.conducted under the same conditions.
Результаты испытаний представлены в табл.2.The test results are presented in table 2.
Таблица 2table 2
33,8 33,733.8 33.7
19,7-21 ,019.7-21, 0
12,5 10,012.5 10.0
12,0-12,612.0-12.6
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU823445348A SU1227610A1 (en) | 1982-05-27 | 1982-05-27 | Fibrous concrete mix |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU823445348A SU1227610A1 (en) | 1982-05-27 | 1982-05-27 | Fibrous concrete mix |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1227610A1 true SU1227610A1 (en) | 1986-04-30 |
Family
ID=21014167
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU823445348A SU1227610A1 (en) | 1982-05-27 | 1982-05-27 | Fibrous concrete mix |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1227610A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110590289A (en) * | 2019-10-14 | 2019-12-20 | 广州珠江黄埔大桥建设有限公司 | Basalt fiber reinforced recycled concrete |
-
1982
- 1982-05-27 SU SU823445348A patent/SU1227610A1/en active
Non-Patent Citations (1)
Title |
---|
Авторское свидетельство СССР № 412161, кл С 04 В 15/16, 1973. Авторское свидетельство СССР № 739028, кл. С 04 В 31/06, 1978. * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110590289A (en) * | 2019-10-14 | 2019-12-20 | 广州珠江黄埔大桥建设有限公司 | Basalt fiber reinforced recycled concrete |
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