RU2605569C1 - Pavement mixture - Google Patents

Pavement mixture Download PDF

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Publication number
RU2605569C1
RU2605569C1 RU2015152411/03A RU2015152411A RU2605569C1 RU 2605569 C1 RU2605569 C1 RU 2605569C1 RU 2015152411/03 A RU2015152411/03 A RU 2015152411/03A RU 2015152411 A RU2015152411 A RU 2015152411A RU 2605569 C1 RU2605569 C1 RU 2605569C1
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RU
Russia
Prior art keywords
powder
quartz sand
coal tar
binder
pavement
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RU2015152411/03A
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Russian (ru)
Inventor
Юлия Алексеевна Щепочкина
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Юлия Алексеевна Щепочкина
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Priority to RU2015152411/03A priority Critical patent/RU2605569C1/en
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Publication of RU2605569C1 publication Critical patent/RU2605569C1/en

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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
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/26—Bituminous materials, e.g. tar, pitch
    • 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
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/0481—Other specific industrial waste materials not provided for elsewhere in C04B18/00
    • 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
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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

Abstract

FIELD: roads.
SUBSTANCE: invention relates to road construction materials production, which can be used in construction of pedestrian roads, sites. Mixture for pavement, containing binder, mineral powder, quartz sand, contains powder of slug, wastes of glass fibre production, and as binder is coal tar with following ratio of components, wt%: coal tar 4.0-6.0; slug powder, wastes of glass fibre production 3.0-20.0; quartz sand 74.0-93.0.
EFFECT: technical result is reduction of pavement porosity.
1 cl, 1 tbl

Description

Изобретение относится к производству дорожно-строительных материалов, которые могут быть использованы в строительстве пешеходных дорог, площадок.The invention relates to the production of road-building materials that can be used in the construction of pedestrian roads, sites.

Известна смесь для устройства дорожного покрытия, содержащая, мас. %: связующее (продукт термической обработки каменноугольной дорожной смолы) 4,0-5,0; известь 3,0-5,0; минеральный порошок 3,0-10,0; вода 5,0-10,0; кварцевый песок - остальное [1].A known mixture for a pavement device containing, by weight. %: binder (heat treatment product of coal tar) 4.0-5.0; lime 3.0-5.0; mineral powder 3.0-10.0; water 5.0-10.0; quartz sand - the rest [1].

Задача изобретения состоит в уменьшении пористости дорожного покрытия.The objective of the invention is to reduce the porosity of the pavement.

Технический результат достигается тем, что масса для дорожного покрытия, содержащая связующее, минеральный порошок, кварцевый песок, содержит порошок королька - отхода производства стекловолокна, а в качестве связующего - каменноугольный деготь при следующем соотношении компонентов, мас. %: каменноугольный деготь 4,0-6,0; порошок королька - отхода производства стекловолокна 3,0-20,0; кварцевый песок 74,0-93,0.The technical result is achieved in that the mass for the road surface, containing a binder, mineral powder, quartz sand, contains korolka powder - waste from the production of fiberglass, and coal as tar in the following ratio of components, wt. %: coal tar 4.0-6.0; Korolka powder - waste fiberglass production 3.0-20.0; silica sand 74.0-93.0.

В таблице приведены составы массы для дорожного покрытия.The table shows the composition of the mass for the road surface.

Figure 00000001
Figure 00000001

Компоненты дозируют в требуемых количествах. Чистый, сухой кварцевый песок и порошок королька - отхода производства стекловолокна (остаток не более 10% на сите №063) смешивают. Смесь сухих компонентов подогревают до температуры 40-45°C. Деготь загружают в варочный котел и нагревают до температуры 170-190°C. В расплавленный деготь при постоянном перемешивании вводят смесь сухих компонентов. Готовую дегтебетонную смесь в горячем состоянии подают на место укладки. Укладку смеси проводят на хорошо уплотненное основание слоем 20-25 мм. Слой заглаживают механическими катками. Остаточная пористость дорожного покрытия составит не более 5%.The components are dosed in the required amounts. Pure, dry quartz sand and korolka powder - waste products of fiberglass production (residue no more than 10% on sieve No. 063) are mixed. The mixture of dry components is heated to a temperature of 40-45 ° C. Tar is loaded into a digester and heated to a temperature of 170-190 ° C. A mixture of dry components is introduced into the molten tar with constant stirring. The finished tar mixture in a hot state is served at the place of laying. Laying the mixture is carried out on a well sealed base with a layer of 20-25 mm. The layer is smoothed with mechanical rollers. The residual porosity of the pavement will be no more than 5%.

Источник информацииThe source of information

1. SU 962248, C04B 26/26, 1982.1. SU 962248, C04B 26/26, 1982.

Claims (1)

Масса для дорожного покрытия, содержащая связующее, минеральный порошок, кварцевый песок, отличающаяся тем, что содержит порошок королька - отхода производства стекловолокна, а в качестве связующего - каменноугольный деготь при следующем соотношении компонентов, мас. %:
Каменноугольный деготь 4,0-6,0 Порошок королька - отхода производства стекловолокна 3,0-20,0 Кварцевый песок 74,0-93,0
The mass for the road surface, containing a binder, mineral powder, quartz sand, characterized in that it contains korol powder - a waste product of fiberglass production, and as a binder - coal tar in the following ratio of components, wt. %:
Coal tar 4.0-6.0 Korolka Powder - Fiberglass Waste 3.0-20.0 Quartz sand 74.0-93.0
RU2015152411/03A 2015-12-07 2015-12-07 Pavement mixture RU2605569C1 (en)

Priority Applications (1)

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Publications (1)

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RU2605569C1 true RU2605569C1 (en) 2016-12-20

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU962248A1 (en) * 1981-04-02 1982-09-30 Государственный Дорожный Проектно-Изыскательский И Научно-Исследовательский Институт "Гипродорнии" Mix for making road pavement
SU1000447A1 (en) * 1981-06-15 1983-02-28 Воронежский инженерно-строительный институт Asphalt mix
DE4210224C1 (en) * 1992-03-28 1993-05-27 Heidelberger Zement Ag, 6900 Heidelberg, De Hydraulic carrier layer binder for tar and/or asphalt contg. recycling building material - includes Portland cement hydraulic carrier layer binder, sand, burnt oil slat, brown coal coke dust, hardener etc.
RU2108309C1 (en) * 1996-04-03 1998-04-10 Светлана Александровна Подмазова Bituminous concrete mix
RU2469011C1 (en) * 2011-11-01 2012-12-10 Юлия Алексеевна Щепочкина Method of decorating reinforced concrete structural panel
EA017707B1 (en) * 2008-04-02 2013-02-28 Шелл Интернэшнл Рисерч Маатсхаппий Б.В. Process for manufacturing asphalt
RU2489389C1 (en) * 2012-04-06 2013-08-10 Юлия Алексеевна Щепочкина Ceramic mixture for making brick

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU962248A1 (en) * 1981-04-02 1982-09-30 Государственный Дорожный Проектно-Изыскательский И Научно-Исследовательский Институт "Гипродорнии" Mix for making road pavement
SU1000447A1 (en) * 1981-06-15 1983-02-28 Воронежский инженерно-строительный институт Asphalt mix
DE4210224C1 (en) * 1992-03-28 1993-05-27 Heidelberger Zement Ag, 6900 Heidelberg, De Hydraulic carrier layer binder for tar and/or asphalt contg. recycling building material - includes Portland cement hydraulic carrier layer binder, sand, burnt oil slat, brown coal coke dust, hardener etc.
RU2108309C1 (en) * 1996-04-03 1998-04-10 Светлана Александровна Подмазова Bituminous concrete mix
EA017707B1 (en) * 2008-04-02 2013-02-28 Шелл Интернэшнл Рисерч Маатсхаппий Б.В. Process for manufacturing asphalt
RU2469011C1 (en) * 2011-11-01 2012-12-10 Юлия Алексеевна Щепочкина Method of decorating reinforced concrete structural panel
RU2489389C1 (en) * 2012-04-06 2013-08-10 Юлия Алексеевна Щепочкина Ceramic mixture for making brick

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