GB2144113A - Road making composition - Google Patents

Road making composition Download PDF

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Publication number
GB2144113A
GB2144113A GB08416484A GB8416484A GB2144113A GB 2144113 A GB2144113 A GB 2144113A GB 08416484 A GB08416484 A GB 08416484A GB 8416484 A GB8416484 A GB 8416484A GB 2144113 A GB2144113 A GB 2144113A
Authority
GB
United Kingdom
Prior art keywords
china clay
clay waste
composition
waste
bitumen
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
GB08416484A
Other versions
GB8416484D0 (en
GB2144113B (en
Inventor
Graham Vivien Walters
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ecc Quarries Ltd
Camas UK Ltd
Original Assignee
Ecc Quarries Ltd
ECC Quarries Ltd
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
Priority claimed from GB838317628A external-priority patent/GB8317628D0/en
Application filed by Ecc Quarries Ltd, ECC Quarries Ltd filed Critical Ecc Quarries Ltd
Priority to GB8416484A priority Critical patent/GB2144113B/en
Publication of GB8416484D0 publication Critical patent/GB8416484D0/en
Publication of GB2144113A publication Critical patent/GB2144113A/en
Application granted granted Critical
Publication of GB2144113B publication Critical patent/GB2144113B/en
Expired legal-status Critical Current

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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
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/08Temporary pavings
    • E01C9/086Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use 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
    • C04B18/04Waste materials; Refuse
    • C04B18/12Waste materials; Refuse from quarries, mining or the like
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • C08L95/005Aqueous compositions, e.g. emulsions
    • 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
    • E01C3/00Foundations for pavings
    • E01C3/003Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Road Paving Structures (AREA)

Abstract

A composition suitable for roadmaking is made by mixing wet china clay waste with a bitumen emulsion in water at ambient temperature. The composition is particularly suitable for use as the base course in roads.

Description

SPECIFICATION Road making compositions This invention relates to roadmaking compositions and to methods of making them.
Many roads are made by laying a base course on a suitably prepared foundation, and then laying a wearing course, providing the running surface, on top of the base course. The base course may, for example, comprise two separately laid and compacted layers each having a thickness of approximately 10 cm. The wearing course may have a thickness of approximately 4 cm.
It is known to lay the wearing course in the form of a composition comprising particulate stone which has been coated by a bitumen emulsion, and similar compositions have been proposed for the base course. After laying and compaction, the emulsion breaks, allowing the bitumen droplets to coalesce, the water in the emulsion then being driven off, leaving the bitumen as a rigid mass. The characteristics of the emulsion depend on the grade of bitumen, the nature of the emulsifier and the relative proportions of the ingredients.
The coating of stone chips has required sophisticated plant representing a large capital investment. The stone must be screened and dried, and then mixed with the bitumen emulsion in a special mixer. The drying step, which requires a great deal of energy, is necessary because up to now it has been assumed that bitumen emulsions will not coat wet stone.
According to one aspect of the present invention there is provided a method of making a composition suitable for roadmaking, the method comprising mixing, at ambient temperature, china clay waste with an emulsion of bitumen in water.
According to another aspect of the present invention there is provided a method of making a composition suitable for roadmaking comprising: a) providing a pugmill at a location adjacent a tip of china clay waste, b) mixing the china clay waste with a bitumen emulsion in the pug mill at ambient temperature, without performing any screening, drying or heating of the china clay waste.
The invention also provides a composition suitable for road making when made by this method, and a road made from the composition.
China clay waste normally comprises sand, substantially all of the particles of which will pass through a 20 mm screen; at least 85% of the particles will also pass through a 5 mm screen.
Thus the invention encompasses the use, for base courses, of considerably finer particulate stone than has hitherto been regarded as acceptable for this purpose.
China clay waste usually consists to a significant extent of mica. For example the proportion of mica by weight may be in the range 1 to 35%, commonly more than 10%, and, in the Examples which will follow, more than 15%. Materials including mica are regarded as being unsuitable for coating with bitumen emulsions.
In general, the mineral compositions and particle size distribution are as follows: Component percentage by weight Kaolinite 0-15 Mica 1-35 Quartz 20-85 Felspar 1-40 Tourmal ine 1-20 Size percentage by weight larger than 20mm 0-5 5mm to 20mm 0-10 2mm to 5mm 10-50 lmm to 2mm 15-25 O.25mm to lmm 20-35 smaller than 0.25mm 5-25 China clay waste is available in large quantities in clay-producing areas, and is invariably wet.
Nevertheless, it can be used, in accordance with the present invention, without any pretreatment by way of screening or drying, i.e. it can be taken direct from the tip and satisfactorily coated with bitumen emulsion.
In some circumstances, benefits may be obtained by including limestone waste or scalpings in the mixture. Limestone waste tends to consist of larger particles than china clay waste, and so the relative proportions of the two materials can be adjusted to meet required particle size specifications.
The mixing of the china clay waste and the bitumen emulsion can be effectively achieved, without needing to heat either the stone or the emulsion, in a conventional pug-mill, which means that the capital cost of the coating equipment can be considerably reduced compared to that of a conventional coating plant. Furthermore, it becomes practical to carry out the coating operation at the china clay waste tip, which results in a saving in transport costs which would otherwise be incurred in transporting the china clay waste to the conventional type of coating plant.
The bitumen emulsion to be used in accordance with the method of the present invention muJt be formulated so that it will satisfactorily coat wet stone. Preferably, a relatively hard grade of bitumen is used so as to provide a hard base course.
The bitumen emulsion may contain 0.5 to 5% (preferably 2%) by weight of a cationic surfactant which enables the bitumen to coat and adhere to the predominantly negatively charged surface of the particles of the china clay waste. The surfactant is preferably an acid (such as hydrochloric, acetic or formic acid) salt of a fatty acid (with 12-20 carbon atoms) amido amine condensate. The fatty acid is most preferably oleic acid or tallow or hydrogenated tallow. Other possible surfactants are: a) water soluble acid salts of fatty alkyl diamines or polyamines (especially hydrochloric, acetic or formic acid salts) b) neutralized imidazoline salts c) alkoxylated forms of (a) or (b) d) alkoxylated fatty amine derivatives e) quarternary ammonium salts and their alkoxylated derivatives.
By suitably selecting the bitumen and the surfactant, it is possible to produce a composition which will set hard soon after laying (i.e. in about half a day) to provide a trafficable surface capable of withstanding heavy lorries. Consequently, a composition in accordance with the present invention may be used to provide temporary roads in, for example, building developments such as housing estates, to provide access for construction and service vehicles during building. Such roads can than be removed when the development is complete, to be replaced by permanent roads.
For a better understanding of the present invention, and to show how it may be carried into effect, reference will now be made to the following Examples.
EXAMPLE 1 A road making composition was made by mixing bitumen emulsion with waste sand left after extracting china clay from Lee Moor in Cornwall. The sand had the following mineral content and particle size distribution: Component percentage by weight Kaolinite 2.7 Mica 16.4 Quartz 46.0 Felspar 26.8 Tourmal ine 8.0 Size percentage by weight larger than 20mm 0.8 5mm to 20mm 4.9 2mm to 5mm 25.9 Imin to 2mm 19.5 0.25mm to Imin 30.6 smaller than 0.25mm 18.3 The sand was wet, and consisted predominantly of silica, having a significant proportion of mica. The sand and bitumen were mixed to give a composition comprising 5% bitumen emulsion to 95% sand, the bitumen comprising 60%, by weight, of the bitumen emulsion.The sand and bitumen emulsion were mixed in a pug-mill at ambient temperature, without any pretreatment of the sand.
After laying and compacting the resulting composition, it became hard and provided a strong layer suitable for use as a base course.
EXAMPLE 2 A composition was prepared as in Example 1, except sand left after extracting clay from Melba Pit in Cornwall was used instead of the sand from Lee Moor. The mineral composition and particle size distribution were as follows: Component percentage by weight Kaol ini te 5.5 Mica 15.7 Quartz 59.9 Felspar 6.1 Tourmal ine 12.8 Size percentage by weight larger than 20mm 0.3 5mm to 20mm 3.2 2mm to 5mm 42.7 lmm to 2mm 18.6 0.25mm to lmm 24.0 smaller than 0.25mm 11.1 Again, the resulting composition, after laying and compaction, provided a hard base course.

Claims (15)

1. A method of making a composition suitable for road making, the method comprising mixing, at ambient temperature, china clay waste with an emulsion of bitumen in water.
2. A method as claimed in claim 1, in which the china clay waste consists of particles substantially all of which will pass through a screen having a nominal aperture of not more than 20 millimetres.
3. A method as claimed in claim 1 or 2, in which at least 85%, by weight, of the china clay waste consists of particles which will pass through a screen having a nominal aperture of 5 millimetres.
4. A method as claimed in any one of the preceding claims, in which the china clay waste has the following particle size distribution: Size percentage by weight larger than 20mm 0-5 5m to 20mm 0-10 2mm to 5mm 10-50 lmm to 2mm 15-25 0.25mm to lmm 20-35 smaller than 0.25mm 5-25
5. A method as claimed in claim 4, in which the china clay waste has a particle size range in accordance with Example I or Example II.
6. A method as claimed in any one of the preceding claims, in which the china clay waste comprises mica.
7. A method as claimed in claim 6, in which the china clay waste comprises at least 10% mica, by weight.
8. A method as claimed in any one of the preceding claims, in which the composition of the china clay waste is as follows: Component percentage by weight Kaolinite 0-15 Mica 1-35 Quartz 20-85 Felspar 1-40 Tourmal ine 1-20
9. A method as claimed in claim 8, in which the composition of the china clay is in accordance with Example I or Example II.
10. A method as claimed in any one of the preceding claims, in which limestone waste is mixed with the china clay waste and the bitumen emulsion to form the composition.
11. A method as claimed in any one of the preceding claims, in which the bitumen emulsion and the china clay waste are mixed in a pugmill.
1 2. A method as claimed in any one of the preceding claims, in which the bitumen emulsion includes a cationic surfactant.
1 3. A method of making a composition suitable for roadmaking comprising: a) providing a pugmill at a location adjacent a tip of china clay waste, b) mixing the china clay waste with a bitumen emulsion in the pugmill at ambient temperature without performing any screening, drying or heating of the china clay waste.
14. A method of making a composition suitable for road making as claimed in claim 1 and substantially as described herein.
1 5. A roadmaking composition made in accordance with any one of the preceding claims.
1 6. A road comprising at least one base course comprising a composition as claimed in claim
15.
1 7. A road as claimed in claim 16, which is a temporary road.
GB8416484A 1983-06-29 1984-06-28 Road making composition Expired GB2144113B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB8416484A GB2144113B (en) 1983-06-29 1984-06-28 Road making composition

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB838317628A GB8317628D0 (en) 1983-06-29 1983-06-29 Road making compositions
GB8416484A GB2144113B (en) 1983-06-29 1984-06-28 Road making composition

Publications (3)

Publication Number Publication Date
GB8416484D0 GB8416484D0 (en) 1984-08-01
GB2144113A true GB2144113A (en) 1985-02-27
GB2144113B GB2144113B (en) 1986-10-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
GB8416484A Expired GB2144113B (en) 1983-06-29 1984-06-28 Road making composition

Country Status (1)

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116875241B (en) * 2023-05-11 2024-04-05 海丰县美达化工涂料有限公司 Environment-friendly acid-resistant dry-hanging adhesive and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB328969A (en) * 1929-02-07 1930-05-07 Charles George Fox Improvements in and relating to the treatment of stones or rocky materials, cement, concrete, bricks, road surfaces and the like
GB1211406A (en) * 1968-03-27 1970-11-04 English Clays Lovering Pochin Artificial roadstone for use in roads, airfield runways and the like
GB1455824A (en) * 1972-12-01 1976-11-17 Steetley Mfg Ltd Roadstone
EP0012832A1 (en) * 1978-12-21 1980-07-09 TEGO Industrie- und Bauchemie GmbH Process for making blast-furnace slag water-repellent

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB328969A (en) * 1929-02-07 1930-05-07 Charles George Fox Improvements in and relating to the treatment of stones or rocky materials, cement, concrete, bricks, road surfaces and the like
GB1211406A (en) * 1968-03-27 1970-11-04 English Clays Lovering Pochin Artificial roadstone for use in roads, airfield runways and the like
GB1455824A (en) * 1972-12-01 1976-11-17 Steetley Mfg Ltd Roadstone
EP0012832A1 (en) * 1978-12-21 1980-07-09 TEGO Industrie- und Bauchemie GmbH Process for making blast-furnace slag water-repellent

Also Published As

Publication number Publication date
GB8416484D0 (en) 1984-08-01
GB2144113B (en) 1986-10-01

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Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee

Effective date: 19950628