LV15315A - Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes - Google Patents

Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes

Info

Publication number
LV15315A
LV15315A LVP-17-10A LV170010A LV15315A LV 15315 A LV15315 A LV 15315A LV 170010 A LV170010 A LV 170010A LV 15315 A LV15315 A LV 15315A
Authority
LV
Latvia
Prior art keywords
mixture
cement
raw materials
filler
routes
Prior art date
Application number
LVP-17-10A
Other languages
Latvian (lv)
Other versions
LV15315B (en
Inventor
Aldis PUTNIŅŠ
Edvards Pavlovskis
Original Assignee
BINDERS, Ceļu būves firma SIA
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 BINDERS, Ceļu būves firma SIA filed Critical BINDERS, Ceļu būves firma SIA
Priority to LVP-17-10A priority Critical patent/LV15315B/en
Publication of LV15315A publication Critical patent/LV15315A/en
Publication of LV15315B publication Critical patent/LV15315B/en

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

Izgudrojuma mērķis ir nodrošināt stabilas seguma konstrukcijas izveidi, kam nav nepieciešama uzturēšana ekspluatācijas laikā. Piedāvātais izejvielu maisījums specializētām sabiedriskām būvēm, tādām kā rallijkrosa sacīkšu trases, sastāv no rupjajiem un smalkajiem minerālmateriāliem, aizpildītāja, cementa un ūdens un ir raksturīgs ar to, ka cementa daudzums maisījumā ir no 3 līdz 8 % no minerālmateriālu tilpumsvara, minerālmateriāla komponenšu daudzums ir no 85 līdz 95 %, aizpildītāja daudzums ir no 6 līdz 10 %, ūdens ir no 2 līdz 8 % un kopējais sastāvdaļu daudzums veido 100 %, pie kam minerālmateriālu maisījuma tilpumsvars ir no 1900 līdz 3000 kg/m3. Pielietotie izejmateriāli var būt gan dabiskas, gan mākslīgas izcelsmes, gan atgūti, gan reciklēti. Rupjais minerālmateriāls var būt gan grants, gan dolomīts, gan izvirdumieži, gan atgūtais materiāls. Smalkais minerālmateriāls jāiegūst no dabīgas smilts vai smilts-grants. Aizpildītāja izcelsme var būt mālaina grunts, māls, dolomīta milti vai cits līdzīgs smalks minerālmateriāls. Cementam ir jāatbilst „LVS EN 197-1 Cements. 1. daļa: Parastā cementa sastāvs, specifikācija un atbilstības kritēriji” prasībām, kas definētas klasēm 32,5 N, 42,5 N vai 52,5 N.The object of the invention is to provide a stable pavement structure that does not require maintenance during operation. The proposed mixture of raw materials for specialized public buildings, such as rallycross racing tracks, consists of coarse and fine minerals, filler, cement and water, and is characterized by the fact that the amount of cement in the mixture is between 3 and 8% of the volumetric weight of the aggregates; 85 to 95%, the filler is from 6 to 10%, water is from 2 to 8%, and the total amount of ingredients is 100%, with a mixture of mineral materials of between 1900 and 3000 kg / m3. The raw materials used can be both natural and artificial, both recovered and recycled. Coarse aggregate can be gravel, dolomite, eruption, and recovered material. The fine mineral material must be obtained from natural sand or sand-gravel. The filler may originate from clayey earth, clay, dolomite flour or other similar fine mineral material. Cement must comply with LVS EN 197-1 Cement. Part 1: Normal Cement Composition, Specification, and Eligibility Criteria ”for the requirements defined for Classes 32.5 N, 42.5 N or 52.5 N

LVP-17-10A 2017-02-10 2017-02-10 Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes LV15315B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
LVP-17-10A LV15315B (en) 2017-02-10 2017-02-10 Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
LVP-17-10A LV15315B (en) 2017-02-10 2017-02-10 Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes

Publications (2)

Publication Number Publication Date
LV15315A true LV15315A (en) 2018-03-20
LV15315B LV15315B (en) 2018-05-20

Family

ID=61616344

Family Applications (1)

Application Number Title Priority Date Filing Date
LVP-17-10A LV15315B (en) 2017-02-10 2017-02-10 Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes

Country Status (1)

Country Link
LV (1) LV15315B (en)

Also Published As

Publication number Publication date
LV15315B (en) 2018-05-20

Similar Documents

Publication Publication Date Title
CN105016678B (en) High-early-strength cement-based filling material for semi-flexible composite pavements
WO2020078578A4 (en) Additives of graphene nanomaterials for the improvement of cementitious compositions, cementitious composition, a process for preparing a reinforced concrete, a reinforced concrete and its use
CN105154098A (en) Soil stabilizer
Abubakar et al. Exploratory study of coconut shell as coarse aggregate in concrete
RU2011153994A (en) METHOD OF CONSTRUCTION OF CAR ROADS AND DESIGN OF CAR ROADS
Hastuty et al. Comparison of compressive strength of paving block with a mixture of Sinabung ash and paving block with a mixture of lime
CN104074113A (en) Stable mineral-powder-doped graded macadam bedding layer and flexible base layer
Haque et al. Characteristics of recycled aggregate concretes produced in Kuwait: a case study
LV15315A (en) Mixture of raw materials for specialized social structures, in particular for development of cross-country rally routes
Behak et al. Performance of low-volume roads with wearing course of silty sand modified with rice husk ash and lime
UA123901C2 (en) Lightweight fine ceramic particulates
CN105731934A (en) Concrete
Mishra et al. Partial Replacement of Fine Aggregate by Glass Powder in Concrete
Mukherjee et al. Exploring fly ash utilization in construction of highways in India
CN106082726A (en) Environment protecting cement formula
Behak Katz et al. Performance of Low-Volume Roads with Wearing Course Layer of Silty Sandy Soil Modified with Rice Husk Ash and Lime
ES2891675B2 (en) Self-compacting concrete with recycled concrete aggregate and low shrinkage and its production procedure
RPSingh Engineering Utilization of marble slurry as curing aid
RU2011114374A (en) METHOD OF COLD REGENERATION AND STRENGTHENING OF ROAD CLOTHING MATERIALS
PL412072A1 (en) Mixer for asphalt-concrete intended for asphalt surface roadbases
RU2544035C1 (en) Concrete mix
PL422745A1 (en) Sulfur concrete mix
RU2015107333A (en) ROAD-CONSTRUCTION COMPOSITE MATERIAL - "GROUND CONCRETE"
PL428605A1 (en) Method of preparing a mineral-cement-emulsion mixture and a mineral-cement-emulsion mixture for road surface construction
PL437203A1 (en) Poroelastic mineral-asphalt composition for obtaining wearing course of road surfaces