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SU1060123A3 - Method for applying asphalt mix to existing road pavement - Google Patents

Method for applying asphalt mix to existing road pavement Download PDF

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Publication number
SU1060123A3
SU1060123A3 SU813370199A SU3370199A SU1060123A3 SU 1060123 A3 SU1060123 A3 SU 1060123A3 SU 813370199 A SU813370199 A SU 813370199A SU 3370199 A SU3370199 A SU 3370199A SU 1060123 A3 SU1060123 A3 SU 1060123A3
Authority
SU
USSR - Soviet Union
Prior art keywords
asphalt
existing
layer
tack
applying
Prior art date
Application number
SU813370199A
Other languages
Russian (ru)
Inventor
Финн Роберт Кристинсен Иб
Original Assignee
Аб Сконска Цементгьютериет (Фирма)
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 Аб Сконска Цементгьютериет (Фирма) filed Critical Аб Сконска Цементгьютериет (Фирма)
Application granted granted Critical
Publication of SU1060123A3 publication Critical patent/SU1060123A3/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • E01C7/325Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/185Isolating, separating or connecting intermediate layers, e.g. adhesive layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Adhesives Or Adhesive Processes (AREA)

Abstract

Process for tack coating between layers of road surfacing material such as asphalt concrete, in which an existing layer is swept clean and sprayed with a thin layer of asphalt binder or tack coal, whereafter asphalt compound is laid out on the tack coat. The asphalt compound is laid out immediately after the existing asphalt concrete layer has been swept clean and tack coated, the tack coat being dried and broken by the applied fresh, hot asphalt compound.

Description

1C1C

соwith

Изобретение относитс  к дорожному строительству, в частности к строитель с т.в у нежестких дорожных покрытий.This invention relates to road construction, in particular to a builder with a non-rigid pavement.

Известен способ возведени  нежёстких дорожных покрытий, включающий очистку существующей поверхности , разлив . битуг ной пасты и укладку сло  асфальтобетона ClJ.There is a method of erecting non-rigid pavements, including cleaning the existing surface, spill. bitumen paste and laying a layer of asphalt concrete ClJ.

Недостатки указанного способа высока  трудоемкость работ и большой расход в жущего.The disadvantages of this method is the high complexity of the work and high consumption per pie.

Наиболее близким к предлагаемому по технической сущности и достигаемому результату  вл етс  способ нанесени  сло  асфальтобетона на существующее дорожное покрытие, включающий очистку существующего покрыти , нанесение клейкого, подсло  и укладку сло  гор чего ас- фальтобетона С2,The closest to the proposed technical essence and the achieved result is a method of applying a layer of asphalt concrete on an existing road surface, including cleaning the existing coating, applying a sticky, sublayer and laying a layer of hot asphalt concrete C2,

Недостатком известного способа  вл етс  низкий темп производства работ, обусловленный необходимостью вьщержки клейкого подсло  до определенной в зкости.A disadvantage of the known method is the low rate of production, due to the need to make a sticky undercoat to a certain viscosity.

Цель изобретени  - ускорение производства работ.The purpose of the invention is to accelerate the production of work.

Поставленна  цель достигаетс  тем, что согласно способу нанесени  сло  асфальтобетона на сутцествукнцее дорожное покрытие, включающему очистку существующего -покрыти , нанесение клейкого подсло  и укладку сло  гор чего асфальтобетона , в качестве клейкого подсло  используют водную эмульсию асфальта, а укладку сло  асфальтобетона осуществл ют непосредственно после нанесени  клейкогоThe goal is achieved in that, according to the method of applying a layer of asphalt concrete on a sutsevukettsiy pavement, including cleaning the existing α-coating, applying a sticky sublayer and laying a layer of hot asphalt concrete, an adhesive emulsion of asphalt is used as the adhesive sublayer sticky

подсло  до его высыхани . .sublayer before drying. .

При м ер. Подготовленное; покрытие очищают, нанос т клейкий подслой и гор чую асфальтовую смесь укладывают на клейкий подслой доAt meer. Prepared by; the coating is cleaned, a sticky sublayer is applied and a hot asphalt mixture is placed on the adhesive sublayer until

его высыхани . -Клейкий подслой распредел ют в количестве из расчета 0,2 - 0,4 кг/м при содержании воды 30-50%. При укладке гор чего асфальта на клейкий подслой водаits drying out. The adhesive sublayer is dispensed in an amount of from 0.2 to 0.4 kg / m with a water content of 30-50%. When laying mountains of asphalt on a sticky sublayer water

в последнем интенсивно вскипает и испар етс , разруша  тем самым эмульсию. Такое превращение приводит к резкому увеличению объёма в клейком подслое, обусловленномуin the latter, it intensively boils and evaporates, thereby destroying the emulsion. This transformation leads to a sharp increase in the volume in the adhesive sublayer, due to

вспениванием эмульсии. Пенообра- , зование и увеличение давлени  способствуют проникновению вспененной эмульсии в поры и капилл ры, расположенные сверху и снизу, обеспечива  хорошую адгезию смежных слоев.foaming emulsion. Foaming, increasing pressure increases the penetration of foamed emulsion into the pores and capillaries located above and below, ensuring good adhesion of adjacent layers.

Применение предлагаемого способа позвол ет обеспечить увеличение темпа работ по возведению покрыти  за счет исключени  времени, необходимого дл . разрушени  и высыхани  клейкого подсло , и повысить сцепление смежных слоев.The application of the proposed method allows an increase in the rate of work on the construction of the coating due to the exclusion of the time required for. breaking and drying the adhesive undercoat, and increasing the adhesion of adjacent layers.

Claims (1)

СПОСОБ НАНЕСЕНИЯ СЛОЯ АСФАЛЬТОБЕТОНА НА СУЩЕСТВУЮЩЕЕ ДОРОЖЦОЕ ПОКРЫТИЕ, включающий очистку существующего покрытия, нанесение клейкого подслоя и укладку слоя горячего асфальтобетона, о т л и чающийся тем, что, с целью ускорения производства работ, в качестве клейкого подслоя используют водную эмульсию асфальта, а уклад1ку слоя асфальтобетона осуществляют непосредственно после нанесения клейкого подслоя до его высыхания.APPLICATION LAYER asfaltobetonnymi on existing DOROZHTSOE COATING comprising cleaning the existing coating, applying an adhesive underlayer and stacking layers of hot asphalt concrete to Whitlock and sistent in that, in order to accelerate the production of work, as the adhesive sublayer using an aqueous emulsion of asphalt, and way 1 A layer of asphalt concrete is carried out immediately after applying the adhesive underlayer before it dries. 8 сл с ьэ оо >8 cl with eo oo>
SU813370199A 1980-04-17 1981-12-15 Method for applying asphalt mix to existing road pavement SU1060123A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE8002888A SE441370B (en) 1980-04-17 1980-04-17 PROCEDURE FOR Paving by road

Publications (1)

Publication Number Publication Date
SU1060123A3 true SU1060123A3 (en) 1983-12-07

Family

ID=20340757

Family Applications (1)

Application Number Title Priority Date Filing Date
SU813370199A SU1060123A3 (en) 1980-04-17 1981-12-15 Method for applying asphalt mix to existing road pavement

Country Status (15)

Country Link
EP (1) EP0049260B1 (en)
JP (1) JPS57500478A (en)
BE (1) BE888455A (en)
BR (1) BR8108318A (en)
CA (1) CA1152795A (en)
DE (1) DE3163359D1 (en)
DK (1) DK153957B (en)
ES (1) ES501427A0 (en)
IT (1) IT1144171B (en)
MX (1) MX155174A (en)
PT (1) PT72870B (en)
SE (1) SE441370B (en)
SU (1) SU1060123A3 (en)
WO (1) WO1981003039A1 (en)
ZA (1) ZA812484B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2531190C2 (en) * 2008-11-14 2014-10-20 Тоталь Раффинаж Маркетин Colourless synthetic binding agent

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2822887A1 (en) * 1978-05-26 1979-11-29 Hoechst Ag LIGHT SENSITIVE RECORDING MATERIAL AND METHOD FOR THE PRODUCTION OF RELIEF RECORDS
FR2685929B1 (en) * 1992-01-07 1998-11-20 Colas Sa METHOD FOR REALIZING A BREAKING OR SPREADING EMULSION FOR RECEIVING A COVER OR GRAVILLAS FOR ROAD COVERING.
FR2716470B1 (en) * 1994-02-21 1996-05-03 Screg Routes & Travaux Method for producing an ultra-thin bituminous road surface.
FR2753463B1 (en) * 1996-09-13 1998-11-13 Screg CIRCULABLE BINDER LAYERS AND THEIR PREPARATION METHOD
AT407717B (en) * 1998-07-10 2001-05-25 Vialit Gmbh Oesterr METHOD FOR SPRAYING SURFACES
EP1837442B2 (en) 2006-03-24 2016-04-13 Joseph Vögele AG Paving train
US7802941B2 (en) * 2008-04-28 2010-09-28 Road Science, L.L.C. Rut resistant coating and method of applying rut resistant coating
BR112012021368B1 (en) 2010-02-24 2019-12-03 Blacklidge Emulsions Inc hot applied cling coating
CN103114515B (en) * 2013-01-31 2016-01-06 武汉理工大学 Piezoelectricity flush type damnification self-diagnosis asphalt concrete pavement structure
EP3095914B1 (en) * 2015-05-20 2021-01-27 Sika Technology AG Method for manufacturing a road structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1539763A (en) * 1921-07-05 1925-05-26 Miles G Nixon Method of constructing asphalt pavements
NL6806900A (en) * 1968-05-16 1969-11-18
DE2026136C3 (en) * 1970-05-29 1978-07-27 Hoechst Ag, 6000 Frankfurt Use of a polyester carrier film with polyethylene coatings for road paving and polyester carrier film with polyethylene coatings for use

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
1. Горецкий Л.И.,Строительство аэродромов. М., Транспорт, 1968, с. 256. 2. Странентон А.Е. Городские дороги. Министерство коммунального хоз йства РСФСР, М.-Л., 1950, р. 423-424. *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2531190C2 (en) * 2008-11-14 2014-10-20 Тоталь Раффинаж Маркетин Colourless synthetic binding agent

Also Published As

Publication number Publication date
ZA812484B (en) 1982-04-28
EP0049260A1 (en) 1982-04-14
PT72870B (en) 1982-08-19
SE8002888L (en) 1981-10-18
CA1152795A (en) 1983-08-30
JPS57500478A (en) 1982-03-18
DE3163359D1 (en) 1984-06-07
EP0049260B1 (en) 1984-05-02
BR8108318A (en) 1982-03-09
DK153957B (en) 1988-09-26
BE888455A (en) 1981-08-17
WO1981003039A1 (en) 1981-10-29
DK556081A (en) 1981-12-15
IT1144171B (en) 1986-10-29
SE441370B (en) 1985-09-30
PT72870A (en) 1981-05-01
MX155174A (en) 1988-02-01
ES8206712A1 (en) 1982-08-16
ES501427A0 (en) 1982-08-16
IT8167529A0 (en) 1981-04-17

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