WO2017037732A1 - Waste plastics impregnated bituminous mix - Google Patents
Waste plastics impregnated bituminous mix Download PDFInfo
- Publication number
- WO2017037732A1 WO2017037732A1 PCT/IN2016/000214 IN2016000214W WO2017037732A1 WO 2017037732 A1 WO2017037732 A1 WO 2017037732A1 IN 2016000214 W IN2016000214 W IN 2016000214W WO 2017037732 A1 WO2017037732 A1 WO 2017037732A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- bitumen
- waste plastic
- kgs
- digestor
- oil
- 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.)
- Ceased
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J11/00—Recovery or working-up of waste materials
- C08J11/04—Recovery or working-up of waste materials of polymers
- C08J11/06—Recovery or working-up of waste materials of polymers without chemical reactions
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L91/00—Compositions of oils, fats or waxes; Compositions of derivatives thereof
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2205/00—Polymer mixtures characterised by other features
- C08L2205/02—Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2207/00—Properties characterising the ingredient of the composition
- C08L2207/20—Recycled plastic
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2555/00—Characteristics of bituminous mixtures
- C08L2555/20—Mixtures of bitumen and aggregate defined by their production temperatures, e.g. production of asphalt for road or pavement applications
- C08L2555/22—Asphalt produced above 140°C, e.g. hot melt asphalt
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2555/00—Characteristics of bituminous mixtures
- C08L2555/30—Environmental or health characteristics, e.g. energy consumption, recycling or safety issues
- C08L2555/34—Recycled or waste materials, e.g. reclaimed bitumen, asphalt, roads or pathways, recycled roof coverings or shingles, recycled aggregate, recycled tires, crumb rubber, glass or cullet, fly or fuel ash, or slag
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2555/00—Characteristics of bituminous mixtures
- C08L2555/40—Mixtures based upon bitumen or asphalt containing functional additives
- C08L2555/60—Organic non-macromolecular ingredients, e.g. oil, fat, wax or natural dye
- C08L2555/62—Organic non-macromolecular ingredients, e.g. oil, fat, wax or natural dye from natural renewable resources
- C08L2555/64—Oils, fats or waxes based upon fatty acid esters, e.g. fish oil, olive oil, lard, cocoa butter, bees wax or carnauba wax
Definitions
- the invention relates to a process of preparation of waste plastic impregnated bitumen mix for new generation Road Engineering Technology. Particularly the invention relates to utilization of each and every type of disposed waste plastics like LDPE, PP, PS, FPP, PVC, and PET are Impregnated with standard Bitumen as a Hi-tech engineered polymer Bitumen Matrix. More particularly the invention relates to use of plant based hydrogenated and polymerized oil to act as a stabilizer that provides polymer cross link bonding strength in the aggregate bituminous mix.
- Disposing of waste tyres to an extent also will help to balance the health and environmental system for controlling the toxic gases and breeding of mosquitoes from the waste tyres.
- the aggregate stones are practically not heated upto the required temperature of 170°C at the field level.
- the shredded plastics of various sizes, from 3 mm to 6mm are bigger than the aggregates size, sprayed over the heated aggregates wiil not provide uniform coating and not melt properly due to the variation of the softening point and chemical composition of the plastic polymers.
- the aggregates act as the non-conductor, which requires more energy for heating.
- the dropping temperature also will result in poor melting and bonding of the plasties sprayed over the aggregates, Then the addition of, Bitumen into the Hot Mix Plant over the aggregates will result in poor homogeneity of the waste plastic, aggregates and bituminous mix.
- the disposed waste plastics collected from the Municipal Solid Waste consist of different types of polymers (LDPE, PP, PS, FPP, PVC, PET etc) which has different types of physical and chemical properties.
- LDPE low density polyethylene
- PP polypropylene
- PS polystyrene
- FPP polyethylene
- PVC polyvinyl chloride
- PET polystyrene
- the process and method developed by us will dispose all types of plastics to a maximum quantity of 8 - 15% per one MT (1000 kgs.) of VG 30 or VG 10 Bitumen Grade to achieve Zero disposal of waste plastics in the environment.
- This new genesis technology is to impregnate any type of waste plastic with any . grade of Bitumen and it should be highly suitable for tropical and temperate region.
- the main objective of invention is to utilize all types of waste plastics and waste tyres for road construction.
- Another objective of the invention is to use agro based hydrogenated and polymerized oil to act as a stabilizer to provide polymer cross link bonding strength in the aggregate bituminous mix for long last and safer roads.
- Yet another object of the invention is to reduce the Bitumen utilization, which' is a natural resource and higher earning of foreign exchange.
- One another objective is to design an improved digestor (004) for waste plastic digestion
- the present invention provides a method of road laying using waste plastics impregnated modified Bitumen composition comprising of:
- the present invention's intention is also to reduce the Bitumen consumption simultaneously to increase the Bitumen :: Aggregates ratio. It is understood that ever .100 kgs. of waste plastic impregnated ⁇ consists of 92 kgs. of bitumen and 8kgs. of all types of waste plastics or impregnated to a homogenous form.
- the present invention forms new matrix cross linked polymerized coating on the road will become long last even in the water stagnated condition. .
- Ah improved digestor (004) for waste plastic digestion for utilization in the process of preparation of the composition is also disclosed.
- FIG. 1 Enlarged diagram of modified digestor (004)
- Figure 1 displays the various embodiments of the invention described below.
- the bitumen is pre heated to 60 - 70°C in the Pre-heating Bitumen Tank (001).
- the binder grade hard Tar pitch is pre-heated in the preheating tar pitch tank (002), pumped to the distillation column (003) and heated to a temperature of 200 - 220°C.
- different types of plastic wastes such as LDPE, PP, PS, FPP, PVC, PET are collected, cleaned, shredded, and powdered in a waste plastic powder vessel (006).
- the distillation column (003) is an interim arrangement to maintain different temperatures such as tar pitch to a temperature in the range of 200-220°C and the VG30 or VG10 Bitumen grade temperatures in the range of 130 - 150°C to maintain the physical and chemical properties of tar pitch and Bitumen.
- Hydrogenated and polymerized plant based oil is selected from Pongamia glabra species, Madhuca longifolia, or Jatropha species especially Jatropha curcas or any other available crop species having the properties of fatty acids and bio fuel.
- 1 MT (1000 kgs.) of either VG30 or VG10 grade Bitumen is pre-heated to a temperature ofl00°C in the distillation column (003) and is pumped to the digestor (004) through the distillation column (003).
- the pre-heated bitumen is pumped to the digestor(004) from the distillation column (003) under constant agitation by hood and screw type rollers (010, 01 1) for one hour to obtain homogenously blended waste plastic impregnated bituminous mix wherein the temperature of the digestor (004) is reduced .and maintained in the range of 130 - 150°C. After thorough mix the waste plastic impregnated bitumen collected in the collection outlet (008) is packed in 200 litre newly designed horizontal tar drums and end product used for road construction.
- the Table 1 presents the ratio of aggregate:bitumen:waste plastic used to prepare the waste plastic impregnated bitumen mix for laying premix carpet and the seal coat.
- HINCOL is producing polymer modified bitumen where the polymer (determined physical and chemical characters) is the derivative of the petroleum by-products having the characters after the modification in the bitumen as given in Table (2)
- composition plastic impregnated bitumen mix can be used for construction of high quality long-last safer roads and in building sector with better resistance towards rain water stagnation, reduce stripping and potholes, increase the compression strength and bending strength.
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Organic Chemistry (AREA)
- Polymers & Plastics (AREA)
- Medicinal Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Engineering & Computer Science (AREA)
- Materials Engineering (AREA)
- Architecture (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Processing Of Solid Wastes (AREA)
- Road Paving Structures (AREA)
Abstract
About 80 - 150 Kgs of all types of waste plastics are shredded, fine powdered and added to 1000 Kgs of the standard Bitumen of its weight recommended for the road engineering. As a process the plastics are shredded, fine powdered, sieved and heated to 200°C in a specially designed digestor in-builted with a high speed gear box is agitated for one hour. To this 30 Kgs of combined form of Hydrogenated and polymerized Pongamia glabra oil and pyrolysised rubber oil which provide polymer cross link bondage can be used as a catalyst cum stabilizer is added. Further 50 kgs of special binder grade tar pitch is added and the agitator run for 25 minutes at the same temperature and then one MT (1000 kgs) of pre-heated VG 30 or VG 10 grade Bitumen is pumped to the digestor and maintaining the temperature 130°C - 160°C resulting in waste plastic impregnated Bitumen mix.
Description
TITLE: WASTE PLASTICS IMPREGNATED BITUMINOUS MIX
FIELD OF INVENTION The invention relates to a process of preparation of waste plastic impregnated bitumen mix for new generation Road Engineering Technology. Particularly the invention relates to utilization of each and every type of disposed waste plastics like LDPE, PP, PS, FPP, PVC, and PET are Impregnated with standard Bitumen as a Hi-tech engineered polymer Bitumen Matrix. More particularly the invention relates to use of plant based hydrogenated and polymerized oil to act as a stabilizer that provides polymer cross link bonding strength in the aggregate bituminous mix.
ADVANTAGES
By the new matrix of waste plastic impregnated bitumen mix a high quality long-last safer roads with better resistance to rain water stagnation, reduced stripping and potholes, increased compression strength and bending strength can be increased.
We can improve the agriculture sector and reduce the global warming by cultivating the following species like Pongamia trees or Madhuca longifolia or Jatropha curcas, or any other Jatropha species or any other crop species having the properties of fatty acids and bio fuel & can be cultivated in the waste lands, road avenues and dry lands.
Disposing of waste tyres to an extent also will help to balance the health and environmental system for controlling the toxic gases and breeding of mosquitoes from the waste tyres.
The waste plastic impregnated bituminous mix is highly suitable for both Premix carpet and Seal coat. BACK GROUND OF INVENTION
The main constraints and drawbacks in the conventional dry process and tallow used wet process in plastic road constructions are:
The aggregate stones are practically not heated upto the required temperature of 170°C at the field level. The shredded plastics of various sizes, from 3 mm to 6mm are bigger than the aggregates size, sprayed over the heated aggregates wiil not provide uniform coating and not melt properly due to the variation of the softening point and chemical composition of the plastic polymers. Moreover, the aggregates act as the non-conductor, which requires more energy for heating. On the other hand, the dropping temperature, also will result in poor melting and
bonding of the plasties sprayed over the aggregates, Then the addition of, Bitumen into the Hot Mix Plant over the aggregates will result in poor homogeneity of the waste plastic, aggregates and bituminous mix.
The disposed waste plastics collected from the Municipal Solid Waste consist of different types of polymers (LDPE, PP, PS, FPP, PVC, PET etc) which has different types of physical and chemical properties. As claimed by CSIR Wet process, Segregation of the plastics under 40 micron is very cumbersome process from the dumped garbage yard. So far the claims are, for the utilization of LDPE, PP and PS only. Practically the vendors will collect all types of plastics inclusive of PVC, FPP, PET and supply in the shredded form. Since the softening point, melting point temperature and the polymer chain varies from plastics to plastics (PVC softening point is ' more than 176°C and PET softening point is more than 240°C -The melting point for PVC and PET is more than 200°C) the conventional dry or wet process results in poor melting and bonding in mixing plant either with the aggregates or with the Bitumen.
Ultimately while paving the road, unmelted plastic particles will not have compatibility with aggregates and poor binding properties will result in uneven surfaces on the roads and the protruded plastics will wither and cause further environmental problem in due course.
It is also well aware that it is difficult to transport the bulk quantity of the plastic shreds to various sites, spillage hazard on transit, monitoring of the aggregate temperature in the mixing plant from time to time, improper mixing ratio of the shreds on the aggregates quantity and to the weight of Bitumen, by the unskilled labourers in the field level has its own practical difficulties resulting in poor quality control.
Moreover, utilizing the hydrogenated Tallow in the process will raise negative support from the animal supporters like Blue Cross society and PETA etc. since it is the source of animal based fatty oil derivative.
By adopting the conventional dry process, it is highly significant that the waste plastics are stand still everywhere.
To overcome all the above said constrains, the process and method developed by us will dispose all types of plastics to a maximum quantity of 8 - 15% per one MT (1000 kgs.) of VG 30 or VG 10 Bitumen Grade to achieve Zero disposal of waste plastics in the environment.
This new genesis technology is to impregnate any type of waste plastic with any . grade of Bitumen and it should be highly suitable for tropical and temperate region.
OBJECTIVES OF THE INVENTION The main objective of invention is to utilize all types of waste plastics and waste tyres for road construction.
Another objective of the invention is to use agro based hydrogenated and polymerized oil to act as a stabilizer to provide polymer cross link bonding strength in the aggregate bituminous mix for long last and safer roads.
Yet another object of the invention is to reduce the Bitumen utilization, which' is a natural resource and higher earning of foreign exchange.
One another objective is to design an improved digestor (004) for waste plastic digestion
SUMMARY OF INVENTION
The present invention provides a method of road laying using waste plastics impregnated modified Bitumen composition comprising of:
(a) Bitumen - 1000 kgs.
(b) Dust free shredded, powdered and sieved all types of plastics - 80 kgs (8%)
(c) Special binder grade Tar Pitch - 50 Kgs. (5%)
(d) Hydrogenated and Polymerized plant based Pongamia glabra oil (Pungam or Karanj Oil) or Madhuca longifolia oil, or Jatropha curcas oil, or all other Jatropha species oilor all other oil of the available crop species having the properties of fatty acids and bio fuel - 30 Kgs. (3%)
(e) Polymerized - Pyrolysised of rubber oil - 30 Kgs. (3%)
The present invention's intention is also to reduce the Bitumen consumption simultaneously to increase the Bitumen :: Aggregates ratio.
It is understood that ever .100 kgs. of waste plastic impregnated οΗμηαεη consists of 92 kgs. of bitumen and 8kgs. of all types of waste plastics or impregnated to a homogenous form.
The present invention forms new matrix cross linked polymerized coating on the road will become long last even in the water stagnated condition. .
Ah improved digestor (004) for waste plastic digestion for utilization in the process of preparation of the composition is also disclosed.
BRIEF DESCRIPTION OF THE DRAWING: Figure 1 : Schematic representation of bitumen mix preparation process flow
Figure 2: Enlarged diagram of modified digestor (004)
DEFINITIONS:
LDPE - Low Density Polyethylene
PP - Polypropylene
PS - Polystyrene
FPP - Food packaging Plastics
PVC - Poly Vinyl Chloride
PET - Poly Ethylene Tetra Chloride
MT - Metric Ton
VG30 - Viscosity Grade 30
VG 10 - Viscosity Grade 10
DETAILED DESCRIPTION: Figure 1 displays the various embodiments of the invention described below. In one embodiment of the invention the bitumen is pre heated to 60 - 70°C in the Pre-heating Bitumen Tank (001).
In another embodiment of the invention the binder grade hard Tar pitch is pre-heated in the preheating tar pitch tank (002), pumped to the distillation column (003) and heated to a temperature of 200 - 220°C.
In one embodiment of the invention different types of plastic wastes such as LDPE, PP, PS, FPP, PVC, PET are collected, cleaned, shredded, and powdered in a waste plastic powder vessel (006). In one embodiment the distillation column (003) is an interim arrangement to maintain different temperatures such as tar pitch to a temperature in the range of 200-220°C and the VG30 or VG10 Bitumen grade temperatures in the range of 130 - 150°C to maintain the physical and chemical properties of tar pitch and Bitumen. In another embodiment about 80 kgs of powdered waste plastic is transferred through a conveyor (007) to a specially designed digestor (004) held over Concrete Bed (012), heated to 200-220°C by steam inlet* (013) and agitated with a 5000 RPM high speed agitator (009).AU types of waste plastics in the digestor (004) are heated and melted by diesel burner with a cutoff temperature of 300°C by temperature sensor. Then the agitator (009) will be started for running the screw type rollers (010, 011) for smashing the melted plastics to attain greasy condition (Figure 2).
In yet another embodiment about 50 kgs of pre-heated special binder grade tar pitch is added to the digestor (004) and agitated for another 30 minutes maintaining the temperature between 250 - 260°C.
In one embodiment 30 kgs of combined form of hydrogenated and polymerized plant based oil and pyrolysed rubber oil is transferred from the stabilizer tank (005)to the digestor (004) to obtain interlink bondage and homogeneity of the waste plastic and bitumen and continue agitation for half an hour. Hydrogenated and polymerized plant based oil is selected from Pongamia glabra species, Madhuca longifolia, or Jatropha species especially Jatropha curcas or any other available crop species having the properties of fatty acids and bio fuel.
In an embodiment 1 MT (1000 kgs.) of either VG30 or VG10 grade Bitumen is pre-heated to a temperature ofl00°C in the distillation column (003) and is pumped to the digestor (004) through the distillation column (003).
In another embodiment the pre-heated bitumen is pumped to the digestor(004) from the distillation column (003) under constant agitation by hood and screw type rollers (010, 01 1) for one hour to obtain homogenously blended waste plastic impregnated bituminous mix wherein
the temperature of the digestor (004) is reduced .and maintained in the range of 130 - 150°C. After thorough mix the waste plastic impregnated bitumen collected in the collection outlet (008) is packed in 200 litre newly designed horizontal tar drums and end product used for road construction.
Examples Example 1:
Table 1: Aggregate, Bitumen and waste plastic ratio
The Table 1 presents the ratio of aggregate:bitumen:waste plastic used to prepare the waste plastic impregnated bitumen mix for laying premix carpet and the seal coat.
Example 2:
Table 2: Characteristics of the waste plastic impregnated bitumen mix
HINCOL (*)
SI. BITPLAST
TEST Polymer Modified
No. (NIT(**) report)
Bitumen - (PMB 120)
1 Viscosity @ 150°C Poises 1-3 4.33
2 Flash point ° C 220 221
3 Softening point ° C 50 51
4 Penetration @ 25° C 90-150 148
5 Ductility 50 24
6 Specific Gravity 1.04
(*) HINCOL - HINDUSTAN COAL LIMITED, MUMBAI, INDIA
HINCOL - PMB 120 conforming to Indian Road Congress (IRC) SP 53:2002 (**) NIT - NATIONAL INSTUTE OF TECHNOLOGY, TRICHY, TAMILNADU
(Government Nodal Officer for Pradhan Mantry Gram Satak Yojana - PMGSY
Road projects-India)
HINCOL is producing polymer modified bitumen where the polymer (determined physical and chemical characters) is the derivative of the petroleum by-products having the characters after the modification in the bitumen as given in Table (2)
BITPLAST- 8% all types of waste plastics impregnated modified bitumen where the waste plastics used for the production are unknown and has different physical and chemical characters after modification in the Bitumen as given in the Table (2)
Eventhough BITPLAST is using all kind of waste plastics collected from garbage for producing modified bitumen for road construction, the comparative characters of the PMB70 and BITPLAST is not having much significant difference in the characters of the end product used for road construction.
INDUSTRIAL APPLICABILITY
The composition plastic impregnated bitumen mix can be used for construction of high quality long-last safer roads and in building sector with better resistance towards rain water stagnation, reduce stripping and potholes, increase the compression strength and bending strength.
Claims
1. A process for preparation of waste plastic in
consisting of:
1 MT (1000 kgs) VG 30 or VG 10 grade bitumen;
80 kgs waste plastic polymers;
50 kgs tar pitch; and
combined form of 30 kgs. of hydrogenated and Polymerized plant based oil and pyrolysized rubber oil;
the process comprising of steps:
Collecting, cleaning, shredding and powdering waste plastic polymers in a waste plastic powder vessel (006);
' Digesting of powdered waste plastic in a digestor(004) at 200-250°C under constant agitation of the screw type rollers (010, 011) in an agitator (009);
Adding pre-heated special binder grade tar pitch from pre-heating bitumen tank (001) after one hour and agitate for 30 minutes;
Adding combined form of Hydrogenated and Polymerized plant based oil and pyrolysized rubber oil;
Adding VG 30 or VG 10 grade Bitumen to digestor (004) with temperature maintained at 130 - 150°C under constant agitation with high speed 5000 RPMagitator (009) for one hour.
2. The process for preparation of waste plastic impregnated bitumen mix for road laying as claimed in claim 1, wherein the plant based hydrogenated and polymerized oil is derived from plant species Ponsamia glabra, Madhuca lonzifolia, Jatropha species, preferably Jatropha curcas, and plant species having the properties of fatty acids and bio fuel.
3. The process for preparation of waste plastic impregnated bitumen mix for road laying as claimed in claim 1, wherein the waste plastic polymers are selected from LDPE, PP, PS, FPP, PVC, PET used separately or combination thereof.
4. An improved digestor (004) for waste plastic digestion for use in the process for preparation of waste plastic impregnated bitumen mix consisting of :
Four agitators (009), oriented opposite to each other in pairs enclosed in a gear box and said pairs fitted top and bottom; separated at a distance of 45cm;
lower blades.(Ol l) are mounted with self weighted 2" screw type rod with bush arrangements touching the bottom plate in the opposite direction for proper blending of the molten plastic and stabilizers;
upper blades (010) connected with 45 degree angled inclined hood plates fixed on opposite side for creating turbulence in digestor(004)vessel to obtain homogenous plastic impregnated bitumen.
5. The utilization of the waste plastic impregnated bituminous mix is preferable for premix carpet or seal coat.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IN4631CH2015 IN2015CH04631A (en) | 2015-09-02 | 2015-09-02 | |
| IN4631/CHE/2015 | 2015-09-02 | ||
| IN201643015488 | 2016-05-04 | ||
| IN201643015488 | 2016-05-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2017037732A1 true WO2017037732A1 (en) | 2017-03-09 |
Family
ID=58187252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IN2016/000214 Ceased WO2017037732A1 (en) | 2015-09-02 | 2016-08-22 | Waste plastics impregnated bituminous mix |
Country Status (1)
| Country | Link |
|---|---|
| WO (1) | WO2017037732A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622049A (en) * | 2020-05-25 | 2020-09-04 | 苏州东振路桥工程有限公司 | Preparation method and production equipment of plant-mixed hot recycled asphalt mixture |
| WO2020229323A1 (en) * | 2019-05-10 | 2020-11-19 | MacRebur Limited | A road making material comprising pvc, a method of producing said road making material and a road made therefrom |
| WO2023128754A1 (en) * | 2021-12-31 | 2023-07-06 | Petroliam Nasional Berhad (Petronas) | Modified bitumen-waste plastic compositions for the preparation of road surface binder |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2430815A (en) * | 1945-03-31 | 1947-11-11 | Atlantic Refining Co | Increasing adhesivity of bitumens for mineral aggregates |
| IN2015MU02781A (en) * | 2015-07-22 | 2015-07-31 | V Tiwari Anurag |
-
2016
- 2016-08-22 WO PCT/IN2016/000214 patent/WO2017037732A1/en not_active Ceased
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2430815A (en) * | 1945-03-31 | 1947-11-11 | Atlantic Refining Co | Increasing adhesivity of bitumens for mineral aggregates |
| IN2015MU02781A (en) * | 2015-07-22 | 2015-07-31 | V Tiwari Anurag |
Non-Patent Citations (2)
| Title |
|---|
| AMIT GAWANDE ET AL.: "UTILIZATION OF WASTE PLASTIC IN ASPHALTING OF ROADS", SCI. REVS. CHEM. COMMUN., vol. 2, no. 2, 2012, pages 147 - 157, XP055282659, ISSN: 2277-2669 * |
| NAYAK, PRATIK ET AL.: "A rheological study on aged binder rejuvenated with Pongamia oil and Composite castor oil", INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2015, pages 1 - 13, XP055369246, ISSN: 1029-8436, Retrieved from the Internet <URL:http://dx.doi.org/10.1080/10298436.2015.1103851> * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020229323A1 (en) * | 2019-05-10 | 2020-11-19 | MacRebur Limited | A road making material comprising pvc, a method of producing said road making material and a road made therefrom |
| US12351516B2 (en) | 2019-05-10 | 2025-07-08 | MacRebur Limited | Road making material comprising PVC, a method of producing said road making material and a road made therefrom |
| CN111622049A (en) * | 2020-05-25 | 2020-09-04 | 苏州东振路桥工程有限公司 | Preparation method and production equipment of plant-mixed hot recycled asphalt mixture |
| CN111622049B (en) * | 2020-05-25 | 2021-09-10 | 苏州东振路桥工程有限公司 | Plant-mixed hot recycled asphalt mixture production equipment |
| WO2023128754A1 (en) * | 2021-12-31 | 2023-07-06 | Petroliam Nasional Berhad (Petronas) | Modified bitumen-waste plastic compositions for the preparation of road surface binder |
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