[go: up one dir, main page]

RU2439014C1 - Method of preparing coarse aggregate - Google Patents

Method of preparing coarse aggregate Download PDF

Info

Publication number
RU2439014C1
RU2439014C1 RU2010130249/03A RU2010130249A RU2439014C1 RU 2439014 C1 RU2439014 C1 RU 2439014C1 RU 2010130249/03 A RU2010130249/03 A RU 2010130249/03A RU 2010130249 A RU2010130249 A RU 2010130249A RU 2439014 C1 RU2439014 C1 RU 2439014C1
Authority
RU
Russia
Prior art keywords
coarse aggregate
aggregate
concrete
drying
carried out
Prior art date
Application number
RU2010130249/03A
Other languages
Russian (ru)
Inventor
Юлия Алексеевна Щепочкина (RU)
Юлия Алексеевна Щепочкина
Сергей Викторович Федосов (RU)
Сергей Викторович Федосов
Варвара Евгеньевна Румянцева (RU)
Варвара Евгеньевна Румянцева
Original Assignee
Юлия Алексеевна Щепочкина
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Юлия Алексеевна Щепочкина filed Critical Юлия Алексеевна Щепочкина
Priority to RU2010130249/03A priority Critical patent/RU2439014C1/en
Application granted granted Critical
Publication of RU2439014C1 publication Critical patent/RU2439014C1/en

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

FIELD: chemistry.
SUBSTANCE: invention relates to preparation of coarse aggregate - crushed rock and gravel for use in concrete compositions when building hydraulic engineering structures, dams, bridges, pools, reservoirs, flood-gates and wells. In the method of preparing coarse aggregate, involving washing said aggregate with water and then holding in aqueous alkaline solution and drying, said holding is carried out for 48-120 hours in aqueous saturated solution of Na3PO4 or Na2C2O4 or NaJO3, and drying is carried out until achieving moisture of 1-7%.
EFFECT: improved adhesion of treated coarse aggregate to concrete.
1 ex

Description

Изобретение касается подготовки крупного заполнителя - щебня и гравия - для использования в составах бетонов при возведении гидротехнических сооружений (плотин, быков мостов, бассейнов, резервуаров, шлюзов, колодцев и т.д.).The invention relates to the preparation of a large aggregate - crushed stone and gravel - for use in concrete compositions in the construction of hydraulic structures (dams, bull bridges, pools, reservoirs, locks, wells, etc.).

Известен способ подготовки крупного заполнителя (щебня и гравия), предусматривающий его промывку (водой), выдержку в водном щелочном растворе с последующей сушкой [1]. Подготовленный таким способом заполнитель очищен от пылевидных, илистых и глинистых частиц. Однако приготовленный с применением такого заполнителя бетон при его эксплуатации в гидротехнических сооружениях не достаточно защищен от коррозии, вызываемой воздействием находящегося в водной среде свободного гидроксида кальция [2].A known method of preparing large aggregate (crushed stone and gravel), providing for its washing (water), exposure to an aqueous alkaline solution, followed by drying [1]. The aggregate prepared in this way is cleaned of dusty, silty and clay particles. However, concrete prepared using such aggregate during its operation in hydraulic structures is not sufficiently protected from corrosion caused by exposure to free calcium hydroxide in an aqueous medium [2].

Задачей изобретения является получение устойчивого к коррозии бетона (железобетона) гидротехнических сооружений за счет введения в его состав обработанного крупного заполнителя, повышение адгезионных свойств обработанного крупного заполнителя к бетону.The objective of the invention is to obtain corrosion-resistant concrete (reinforced concrete) hydraulic structures due to the introduction of processed coarse aggregate, increasing the adhesive properties of the processed coarse aggregate to concrete.

Технический результат достигается тем, что в способе подготовки крупного заполнителя, предусматривающем его промывку водой с последующей сушкой, после промывки водой осуществляют выдержку крупного заполнителя в течение 48-120 ч в водном насыщенном растворе Na3РO4, или Na2С2O4, или NaIO3.The technical result is achieved by the fact that in the method of preparing a coarse aggregate, which involves washing it with water and then drying, after washing with water, the coarse aggregate is aged for 48-120 hours in an aqueous saturated solution of Na 3 PO 4 , or Na 2 C 2 O 4 , or NaIO 3 .

Способ поясняется примером.The method is illustrated by an example.

Крупный заполнитель промывают водой, помещают в емкость с водным насыщенным раствором Na3РO4, или Na2С2O4, или NaIO3, где выдерживают в течение 48-120 ч. Затем заполнитель извлекают из раствора и сушат до влажности 1-7%.The coarse aggregate is washed with water, placed in a container with an aqueous saturated solution of Na 3 PO 4 , or Na 2 C 2 O 4 , or NaIO 3 , where it is kept for 48-120 hours. Then the aggregate is removed from the solution and dried to a moisture content of 1-7 %

Крупный заполнитель, подготовленный предложенным способом, способствует получению бетона гидротехнических сооружений, устойчивого к коррозии, вызываемой воздействием находящимся в водной среде свободным гидроксидом кальция, кроме того, указанный заполнитель имеет повышенные адгезионные свойства (адгезия к бетону повышается на 30%), что увеличивает срок службы указанных сооружений.A large aggregate prepared by the proposed method contributes to the production of concrete for hydraulic structures that are resistant to corrosion caused by exposure to free calcium hydroxide in the aquatic environment, in addition, this aggregate has improved adhesion properties (adhesion to concrete increases by 30%), which increases the service life specified facilities.

Источники информацииInformation sources

1. RU 2377204 C1, 27.12.2009.1. RU 2377204 C1, 12/27/2009.

2. Федосов С.В., Базанов С.М. Сульфатная коррозия бетона. - М.: Изд-во АСВ, 2003. - С. 9-15.2. Fedosov S.V., Bazanov S.M. Sulphate corrosion of concrete. - M .: DIA Publishing House, 2003 .-- S. 9-15.

Claims (1)

Способ подготовки крупного заполнителя, предусматривающий его промывку водой с последующей выдержкой в водном щелочном растворе и сушкой, отличающийся тем, что указанную выдержку осуществляют в течение 48-120 ч в водном насыщенном растворе Na3PO4, или Na2C2O4, или NaJO3, а сушку ведут до влажности 1-7%. A method of preparing a coarse aggregate, comprising washing it with water, followed by exposure to an aqueous alkaline solution and drying, characterized in that said exposure is carried out for 48-120 hours in an aqueous saturated solution of Na 3 PO 4 or Na 2 C 2 O 4 , or NaJO 3 , and drying is carried out to a moisture content of 1-7%.
RU2010130249/03A 2010-07-19 2010-07-19 Method of preparing coarse aggregate RU2439014C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2010130249/03A RU2439014C1 (en) 2010-07-19 2010-07-19 Method of preparing coarse aggregate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2010130249/03A RU2439014C1 (en) 2010-07-19 2010-07-19 Method of preparing coarse aggregate

Publications (1)

Publication Number Publication Date
RU2439014C1 true RU2439014C1 (en) 2012-01-10

Family

ID=45783975

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2010130249/03A RU2439014C1 (en) 2010-07-19 2010-07-19 Method of preparing coarse aggregate

Country Status (1)

Country Link
RU (1) RU2439014C1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1366613A1 (en) * 1986-03-10 1988-01-15 Краснодарский политехнический институт Method of preparing reinforcements for concrete work
KR20020089835A (en) * 2001-05-24 2002-11-30 인선이엔티 주식회사 Method for Manufacturing Ascon Using Recycled Construction Waste Articles
RU2377204C1 (en) * 2008-09-25 2009-12-27 Юлия Алексеевна Щепочкина Method of preparing break stone and gravel (versions)

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1366613A1 (en) * 1986-03-10 1988-01-15 Краснодарский политехнический институт Method of preparing reinforcements for concrete work
KR20020089835A (en) * 2001-05-24 2002-11-30 인선이엔티 주식회사 Method for Manufacturing Ascon Using Recycled Construction Waste Articles
RU2377204C1 (en) * 2008-09-25 2009-12-27 Юлия Алексеевна Щепочкина Method of preparing break stone and gravel (versions)

Similar Documents

Publication Publication Date Title
CN105130368B (en) A kind of pervious surface material and preparation method thereof
Bonić et al. Damage of concrete and reinforcement of reinforced-concrete foundations caused by environmental effects
CN103880371B (en) A method for preparing artificial ecological aggregate using inland silt and near-shore high-sand mud
KR101697147B1 (en) A composite for coating road block and coating finishing material
AU2019215084A1 (en) Novel chemical substitutions for Portland cement mixtures and applications therefor
CN107686302A (en) A kind of cementitious capillary waterproofing material
Massalimov et al. Protection of building constructions with sulfur impregnating solution
CN103803833A (en) Water-based capillary crystallized waterproof agent and preparation and use method ands thereof
CN105016672B (en) A kind of environment-friendly type high additive mine tailing non-fired and non-steamed bricks and preparation method thereof
RU2439014C1 (en) Method of preparing coarse aggregate
KR101636978B1 (en) Manufacture of non-plastic highly purified water permeable concrete including Ilite and functional admixture
Devarajan et al. A short review on substantial role of geopolymer in the sustainable construction industry
Nagabhushana et al. Effect of salt water on compressive strength of concrete
CN1844019A (en) Novel water-tight corrosion-proof concrete material
Sawant et al. Experimental study on partial replacement of cement by neutralized red mud in concrete
Razali Natural hydraulic lime mortars for use in high temperature, high humidity climatic conditions: effect of calcitic fillers
JP2005219980A (en) Reinforcing liquid for cement-based solidified material
KR101248634B1 (en) The method for preventing the neutralization of a concrete using natural resin
KR101683279B1 (en) Method for reducing pH of recycled aggregate by using sodium phosphate based ammonium and pH modifier of recycled aggregate
CN113773029A (en) Concrete capable of recycling waste and preparation process thereof
CN1948207A (en) Manufacturing method of concrete anticorrosion additive
CN104496347A (en) Environment-friendly inorganic high-tenacity concrete
RU2331600C1 (en) Method for manufacturing aggregate for concrete
CN106517922A (en) High efficient sludge and waste slurry curing agent
KR20100138493A (en) Eco-friendly coated concrete with shell powder