SU1320193A1 - Concrete mix - Google Patents
Concrete mix Download PDFInfo
- Publication number
- SU1320193A1 SU1320193A1 SU833586591A SU3586591A SU1320193A1 SU 1320193 A1 SU1320193 A1 SU 1320193A1 SU 833586591 A SU833586591 A SU 833586591A SU 3586591 A SU3586591 A SU 3586591A SU 1320193 A1 SU1320193 A1 SU 1320193A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- concrete
- strength
- water
- cement
- expanded clay
- Prior art date
Links
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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/10—Coating or impregnating
- C04B20/1018—Coating or impregnating with organic materials
- C04B20/1022—Non-macromolecular compounds
- C04B20/1025—Fats; Fatty oils; Ester type waxes; Higher fatty acids; Derivatives thereof
-
- 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
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/60—Agents for protection against chemical, physical or biological attack
- C04B2103/65—Water proofers or repellants
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Изобретение относитс к составам бетонных смесей, преимущественно дл конструкций, .изготавливаемых под давлением, и может быть применено в промышленности сборного железобетона . Цель изобретени - повьше- ние прочности, водонепроницаемости и однородности крупногабаритных изделий при формовании их методом виб- рогидропрессовани . Поставленна цель достигаетс тем, что бетонна смесь содержит, мас.%: цемент 24-26; песок 23-25; вода 8-:10; добавка керамзитового грави или фосфорного шлака, гидрофобизированных обратной эмульсией на основе кислого синтетического эмульсола, 1-8; гранитный щебень остальное. Бетонна смесь имеет прочность до 62 МПа. 2 табл. (/ :оThe invention relates to compositions of concrete mixtures, mainly for structures made under pressure, and can be applied in the precast concrete industry. The purpose of the invention is to increase the strength, watertightness and uniformity of large-sized products when they are molded using the method of vibropressing. The goal is achieved by the fact that the concrete mixture contains, wt%: cement 24-26; sand 23-25; water 8-: 10; addition of expanded clay gravel or phosphorus slag, hydrophobized by an inverse emulsion based on an acidic synthetic emulsol, 1-8; granite rubble the rest. The concrete mix has a strength of up to 62 MPa. 2 tab. (/ :about
Description
1 . 13 Изобретение относитс к составам бетонных смесей, примен емым преимущественно в производстве конструкции изготавливаемых под давлением,например напорных труб, и может быть при- менено при производстве сборного железобетона .one . 13 The invention relates to compositions of concrete mixtures used primarily in the manufacture of structures manufactured under pressure, such as pressure pipes, and can be used in the manufacture of precast concrete.
Цель изобрётеИи - повьшение прочности , водонепроницаемости и однородности крупногабаритных изделий при формовании их методом виброгид- ропрессовани ,The purpose of the invention is to increase the strength, water resistance and uniformity of large-sized products when they are molded by vibro-pressing,
В качестве добавки в бетонную смесь ввод т керамзитовый гравий илиAs an additive, expanded clay gravel or
ПортландцементPortland cement
ПесокSand
ВодаWater
Керамзитовый гравий, гидрофоби- зированный эмульсией ОЭ-2 Expanded clay gravel, hydrophobized by emulsion OE-2
Фосфорный шлак, гидрофобизи- ррванный эмульсией ОЭ-2Phosphoric slag, hydrophobicized by emulsion OE-2
Щебень гранитныйGranite crushed stone
Керамзитовый гравийExpanded clay gravel
Приготовленные бетонные смеси укладывают в формы - призмы высотой 600 мм.The prepared concrete mixes are placed in forms - prisms 600 mm high.
Изготовление изделий осуществл ют методом виброгидропрессовани при давлении 3 МПа. Уплотнение и твердение изделий проводили с отводом воды за пределы формы через фильтры иThe manufacture of products is carried out by the method of vibropressing at a pressure of 3 MPa. Compaction and hardening of products was carried out with the removal of water out of the mold through filters and
3232
фосфорный шлак, гидрофобизированные обратной эмульсией на основе кислого синтетического эмульсола (эмульсией ОЭ-2). Указанна гидрофобизированна добавка не насыщаетс водой в период затворени бетонной смеси и укладки ее в форму, но под давлением, прикладываемым к бетонной смеси в период ее уплотнени и твердени , поглощает излишнюю влагу из цементно- го теста.phosphoric slag, hydrophobized inverse emulsion based on acidic synthetic emulsol (emulsion OE-2). Said hydrophobic additive is not saturated with water during the period of mixing the concrete mix and placing it in the mold, but under pressure applied to the concrete mix during its compaction and hardening, it absorbs excess moisture from the cement paste.
Составы предлагаемых (1-4) и известной (5) бетонных смесей приведены в табл. 1.The compositions proposed (1-4) and known (5) concrete mixes are given in table. one.
Таблица 1Table 1
25 26 24 25 9 1025 26 24 25 9 10
7,5 8 34,5 317.5 8 34.5 31
25 24 925 24 9
40,5 1,540.5 1.5
специальные зазоры в формах или без отвода воды за пределы формы.special gaps in the forms or without diversion of water outside the form.
При отводе воды за пределы формы максимальный путь фильтрации влаги 300 мм.When water is drained outside the form, the maximum moisture filtration path is 300 mm.
Результаты испытаний образцов - кубов 150x150x150 мм, выпиленных из различных участков призмы по высоте , представлены в табл.2.The results of testing samples - cubes 150x150x150 mm, cut from different parts of the prism in height, are presented in Table 2.
Из табл. 2 следует, что существенно повышаетс прочность, особенно на участках, максимально удаленных от фильтров, причем разброс прочное- ти бетонных образцов практически отсутствует независимо от того, удал етс влага за пределы формы или нет. Бетон характеризуетс высоТаблица 2From tab. 2 it follows that the strength significantly increases, especially in the areas as far as possible from the filters, and there is practically no variation in the strength of concrete samples, regardless of whether the moisture is removed from the mold or not. Concrete is characterized by a height of 2
кой однородностью бетона. По вл етс возможность выполнени оснастки дл прессовани без фильтров и специальных зазоров дл удалени воды за пределы формы, что исключает потери цемента, вымываемого отжимаемой водой, снижает стоимость пресс-форм, приводит к ликвидации коммуникацийwhich homogeneity of concrete. It is possible to perform equipment for pressing without filters and special gaps to remove water outside the mold, which eliminates the loss of cement washed out by squeezed water, reduces the cost of molds, leads to the elimination of communications
513201936513201936
дл отвода воды и улучшению условийкрупногабаритных изделий при формотруда .вании их методой виброгидропрессовани , она содержит в качестве добавФормула изобретени ки керамзитовый гравий или фосфорныйTo divert water and improve the conditions of large-sized products during formating, using their method of hydro-pressing, it contains, as an addition to the formula of the invention, expanded clay gravel or phosphoric
гшлак, гидрофобизированные обратнойgshlak, hydrophobized reverse
Бетонна смесь преимущественноэмульсией на основе кислого синтетидл конструкций, изготавливаемых подческого эмульсола, при следуклцемThe concrete mixture is predominantly an emulsion based on an acidic sintetistid of structures manufactured by subcutaneous emulsol, followed by
давлением, содержаща цемент, песок,соотношении компонентов, мас.%: гранитный щебень, добавку керамзито- Цемент-24-26pressure, containing cement, sand, the ratio of components, wt.%: granite rubble, the addition of expanded clay-Cement-24-26
вого грави или фосфорного шлака и to Песок23-25gravel or phosphoric slag and to Pesok23-25
воду, отличающа с тем. Вода8-10water characterized by Water8-10
что, с целью повышени прочности, Указанна добавка 1-8 водонепроницаемости и однородности Гранитный щебень Остальноеthat, in order to increase the strength, the specified additive is 1-8 waterproof and homogeneous Granite crushed stone
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833586591A SU1320193A1 (en) | 1983-04-26 | 1983-04-26 | Concrete mix |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833586591A SU1320193A1 (en) | 1983-04-26 | 1983-04-26 | Concrete mix |
Publications (1)
Publication Number | Publication Date |
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SU1320193A1 true SU1320193A1 (en) | 1987-06-30 |
Family
ID=21061708
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU833586591A SU1320193A1 (en) | 1983-04-26 | 1983-04-26 | Concrete mix |
Country Status (1)
Country | Link |
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SU (1) | SU1320193A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5061526A (en) * | 1989-06-30 | 1991-10-29 | Glaverbel | Process for forming a porous refractory mass |
FR2781406A1 (en) * | 1998-07-27 | 2000-01-28 | Armines Ass Pour La Rech Et Le | Method for the production of a hardening material, notably cement based, at higher production rates and with improved mechanical characteristics |
EP3659986A1 (en) * | 2018-11-30 | 2020-06-03 | Centre d'Etudes et de Recherches de l'Industrie du Béton | Process for preparing a concrete for immediate demoulding |
-
1983
- 1983-04-26 SU SU833586591A patent/SU1320193A1/en active
Non-Patent Citations (1)
Title |
---|
Допов А.Н. и др. Производство железобетонных напорных виброгидро- прессованных труб. М.; Стройиздат, 1979, с.59-60. Авторское свидетельство СССР № 1004298, кл.С 04 В 28/02, 1981. * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5061526A (en) * | 1989-06-30 | 1991-10-29 | Glaverbel | Process for forming a porous refractory mass |
FR2781406A1 (en) * | 1998-07-27 | 2000-01-28 | Armines Ass Pour La Rech Et Le | Method for the production of a hardening material, notably cement based, at higher production rates and with improved mechanical characteristics |
EP3659986A1 (en) * | 2018-11-30 | 2020-06-03 | Centre d'Etudes et de Recherches de l'Industrie du Béton | Process for preparing a concrete for immediate demoulding |
FR3089220A1 (en) * | 2018-11-30 | 2020-06-05 | Centre D'etudes Et De Recherches De L'industrie Du Béton | PROCESS FOR THE PRODUCTION OF AN IMMEDIATE RELEASE CONCRETE PRODUCING LOW DIMENSIONAL VARIATIONS IN RESPONSE TO HYGROMETRIC VARIATIONS |
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