WO2024095055A1 - Bituminous conglomerates containing an additive based on hemp canapulo fibers - Google Patents
Bituminous conglomerates containing an additive based on hemp canapulo fibers Download PDFInfo
- Publication number
- WO2024095055A1 WO2024095055A1 PCT/IB2023/000622 IB2023000622W WO2024095055A1 WO 2024095055 A1 WO2024095055 A1 WO 2024095055A1 IB 2023000622 W IB2023000622 W IB 2023000622W WO 2024095055 A1 WO2024095055 A1 WO 2024095055A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- hemp
- canapulo
- fibers
- bituminous
- additive
- 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
Links
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
Definitions
- the present invention refers to bituminous conglomerates containing an additive consisting in “canapulo”, i.e. the woody inner core of the hemp plant stem.
- the present invention also refers to the use of canapulo fibers within bituminous conglomerates.
- Bituminous conglomerates are typically made up mainly of three components: aggregates, bitumen and air.
- bituminous conglomerates due to their compositions, require the need to introduce additives capable of improving their qualities; in particular, the purpose of adding the additives is to ensure that the added bitumen stabilizes inside it, preventing it from leaking during storage, transport and the coating phase, when it is still hot, thus creating discrepancies in the bituminous mixture in place.
- mineral or synthetic cellulose fibres are known as additives typically used within bituminous conglomerates; they have the function of thickening and strengthening the bitumen, as described in the following documents.
- the Czech Republic patent application no. CZ307414 B6 describes an asphalt mixture for structural road subbases reinforced with plant fibres, comprises 65.9 to 95.89 % by weight of aggregate having a size of up to 32 mm, consisting of a mixture of coarse and fine crushed aggregate and a filler, up to 30 % by weight of an asphalt R-material, 4-7 % by weight of an asphalt binder, and 0.1 to 0.5 % by weight of plant fibres in the length of 3 to 60 mm in the form of yarn composed of 1 to 10 fibres with a fineness of 50 to 500 tex selected from a group of flax fibres and hemp fibres. Flax fibers and hemp fibers are therefore used for their reinforcing capabilities in mixtures within asphalt conglomerates, without describing in detail which parts of the hemp plant are used.
- French patent application no. FR3085677 describes a method for road material manufacturing comprising hydrocarbon components and linen, hemp or coconut vegetable fibers, the latter aimed at increasing the bituminous conglomerate resistance characteristics. However, it does not disclose in detail which are the parts of the hemp plant used.
- European patent application no. EP 1520932 describes a stabilizing additive for asphalts, intended in particular for road construction, consisting of an organic fibrous material in the form of hemp and linen and linseed, alone or proportionally mixed with other fibrous materials (cellulose fiber from waste paper) under a mixture form.
- the fibrous material is therefore made up of a mixture of hemp, linen and linseed; furthermore, it does not disclose in detail which are the parts of the hemp plant used.
- the Romanian patent application no. RO 118080 describes a fibre-reinforced bituminous composition used in road paving including natural aggregates, fillers, binders and yarns made from natural fibers selected from cotton, linen, hemp and synthetic fibres. Neither the stabilizing properties of the hemp plant are examined, nor which specific parts in the bituminous composition therein described are used.
- German patent application no. DE 102007027306 describes the use of an adhesion promoter inserted inside cellulosic fibres, raw organic fibres, paper fibres, jute, hemp, sisal, linen, textiles and/or wood. Neither the stabilizing properties of the hemp fibers, nor which specific parts of the hemp plant used as the adhesion promoter are described therein.
- the entire stem of the hemp plant composed of an external surface containing long and very resistant fibers and a portion of the woody inner core of the stem, also called “canapulo”, has relatively low absorbent capacities.
- the present invention refers to a bituminous conglomerate such as that one indicated in claim 1.
- a bituminous conglomerate including: a) a solid part made up of aggregates, b) a bitumen-based binder, and c) at least one additive, characterized in that said additive is a portion of the woody inner core of the hemp plant stem, also called "canapulo".
- bituminous conglomerate which, in terms of performance, effectiveness, efficiency and field of use, is equivalent to the bituminous conglomerates known in the art and currently on the market containing additives consisting of cellulose fibres.
- hemp canapulo fibers was found to have better workability compared to known additives consisting of cellulose fibres.
- hemp canapulo fibers essentially have a stabilizing function within the bituminous conglomerate, i.e. they prevent the bitumen leakage and reflux phenomena occurrence.
- a high thickness of the binder film covering the aggregate is thus guaranteed, increasing its mechanical characteristics and decreasing its shelling phenomena.
- the canapulo contained in the inner part of the hemp plant stem was found to be the only element of the hemp plant capable of satisfying the absorption requirements required by the fibers present in the bituminous conglomerates.
- the canapulo is used as the sole additive in bituminous conglomerates.
- said canapule has dimensions varying in the range from 0.1 mm to 20 mm, preferably from 1 mm to 10 mm.
- said canapulo fibers are in pure form.
- said hemp canapulo fibers are mixed type fibres, such as for example hemp/pet fibers or hemp/glass fibres.
- said mixed type hemp canapulo fibers are added with agents capable of promoting their aggregation and subsequent breaking during the bituminous conglomerate production process.
- the bituminous conglomerate of the present invention is of the non-slipping hot-packed type, according to the UNI EN 13108-5 standard.
- the bituminous conglomerate of the present invention is of the high void content type, according to the UNI EN 13108-7 standard.
- the bituminous conglomerate of the present invention comprises: a) inert aggregates, such as for example crushed stone, small stones, gravel, sand; b) a bitumen-based binder in the percentage from 3% to 9%, preferably from 4.5% to 7.5% by weight with respect to the aggregates, and c) said additive based on hemp canapulo fibers in the percentage from 0.05% to 5%, preferably from 0.1% to 1% by weight with respect to aggregates, where "inert aggregates” means raw granular mineral materials used in construction, natural, artificial or recycled from materials previously used in construction buildings themselves.
- the present invention refers to the use of at least one additive in a bituminous conglomerate such as that one indicated in claim 5.
- said canapulo fibers are in loose form, such as sawdust or similar, or in aggregate form, such as pellets or similar.
- the present invention relates to hemp fibers in aggregate form as indicated in claim 6.
- hemp canapulo fibers in aggregate form such as pellets
- agents capable of promoting their aggregation and subsequent breakage during the bituminous conglomerate production process are added with agents capable of promoting their aggregation and subsequent breakage during the bituminous conglomerate production process.
- hemp canapulo fibers in aggregate form for example in the form of pellets, can be incorporated as additives into a bituminous conglomerate, making their workability easier than known additives consisting of cellulose fibres.
- the invention was characterized by referring to various laboratory tests carried out using hemp canapulo fiber (invention) and the two types of fibers still most commonly used nowadays for the addition of bituminous conglomerates, i.e. natural cellulose (comparison 1) and the mixed cellulose/glass type (comparison 2).
- the fiber absorbent capacity test was carried out through an empirical test during which the fiber mass necessary to absorb a known quantity of diesel fuel, usually used as fuel for diesel engines, was determined.
- the test procedure consisted of weighing 3,000 mg of diesel fuel into a watch glass with a diameter of 120 mm. The crushed fiber was added directly into the oil, gradually, until there was no longer any unabsorbed diesel fuel present.
- the crushed canapulo-based fiber was compared with two types of classic fibers usually used for the addition of bituminous conglomerates. The results are reported in Table 1.
- hemp canapulo fiber (invention) was found to be the type of fiber that showed the best characteristics relating to absorbent capacity, not only compared to the types of classic fibers known in the art usually used for the additives of conglomerates bituminous, but also in relation to the entire stem and to only the external part of the stem of the hemp plant itself, with much better absorption parameter empirical values.
- bitumen drainage/segregation was verified using the beaker method (Schellenberg test). A 1,000 g sample of bituminous conglomerate, was placed in a beaker at a temperature of 170°C (338°F) for 60 minutes.
- the mixture was discharged from the beaker in a single solution.
- the bituminous material was weighed before and after the test. The weight retained in the beaker (binder that drained from the aggregate) was divided by the original weight of the sample and this was reported as the drainage.
- Losses lower than 0.2% indicate that no segregation should occur; however, values up to 0.3% are considered acceptable. Higher values are not considered to be of good quality and could indicate a tendency of the mixture to segregate from the moment of packaging until coating, making the coating uneven.
- the three samples of bituminous conglomerate tested to verify the resistance to drainage of the binder were packaged in the laboratory (according to the UNI EN 12697-35 standard "Bituminous mixtures - Test methods - Part 35: Mixing in the laboratory"), using a formulation of a non-slip bituminous conglomerate (Splitt Mastix Asphalt, for brevity referred to as SMA) with modified bitumen (Pmb 45/80- 70) and adding the three different fibers seen above (Invention, Comparison 1, Comparison 2) with the same dosage equal to 0 .30% by weight with respect to the aggregate mixture.
- SMA non-slip bituminous conglomerate
- Pmb 45/80- 70 modified bitumen
- hemp canapulo fiber (invention) turned out to be the type of fiber that showed the best characteristics relating to the drained material.
- Example 3 a closed anti-slip bituminous conglomerate type SMA was analyzed (according to the UNI EN 13108-5 standard “Bituminous mixtures - Material specifications - Part 5: Closed anti-slip bituminous conglomerate”).
- Example 4 a bituminous conglomerate with a high void content was examined (according to the UNI EN 13108-7 standard “Bituminous mixtures - Material specifications - Part 7: Bituminous conglomerate with a high void content”).
- SMA-type bituminous mixtures were packaged with the same formulation, but adding two different types of fibres, respectively with crushed hemp canapulo fibers (Invention) and cellulose fiber (comparison 1), dosed at 0.30% by weight with respect to the aggregate mixture.
- Table 3 shows the results relating to the soluble binder extraction.
- Table 3 soluble binder extraction Table 4 shows the results relating to the volumetric analysis using compaction with a rotary press.
- Table 5 shows the results relating to the indirect tensile strength tests, at 25°C, of the specimens packaged with the rotary press.
- bituminous conglomerates of the SMA type added with hemp canapulo fiber (invention) obtained performance values very similar to those obtained from the mixtures packaged with the classic cellulose fiber (comparison 1), especially for what concerns the tests relating to the soluble binder extraction (Table 3), and to the tensile strength (Table 5).
- the indirect tensile strength and indirect tensile coefficient values were found to be satisfactory for both the blends with cellulose fiber (comparison 1) and hemp canapulo fiber (invention).
- Example 3 at a discontinuous bituminous conglomerate production plant, standard bituminous mixtures were packaged, this time of the wear mat type with a high void content (draining) according to the UNI EN 13108 standard -7 (instead of the SMA type as it was in Example 3), having the same formulation, but adding two different types of fibres, respectively with crushed hemp canapulo fibers (invention) and mixed cellulose/glass fiber (comparison 2), dosed at 0.30% by weight with respect to the aggregate mixture.
- Table 6 shows the values relating to the content of soluble binder extracted from the two bituminous conglomerates analyzed.
- Table 6 Soluble binder content Table 7 shows the data of the volumetric analysis of the two bituminous mixtures compacted with a rotary press.
- Table 8 shows the results relating to the indirect tensile strength tests, at 25°C, of the specimens packaged with the rotary press.
- hemp canapulo fiber invention
- the use of hemp canapulo fiber also made it possible to obtain draining bituminous conglomerates with performances very similar to those obtained with the additive classic cellulose/glass (comparison 2).
- hemp canapulo invention
- canapulo is the only element of the hemp plant that satisfies the absorption requirements required by the fibers present in bituminous conglomerates.
- canapulo fibers having a few mm sizes within the bituminous conglomerate mixtures were used in order to establish which size of the fibers could guarantee optimal performance for the bituminous conglomerate of which it was a component.
- the best results were obtained by using canapulo fibers having a few mm sizes within the bituminous conglomerate mixtures.
- the hemp canapulo fiber used was always intended to be added to the bituminous conglomerate in loose or crushed form (even if always expressed explicitly).
- the hemp canapulo fiber may be in aggregate form, such as aggregated to form a pellet. Therefore, the present invention is not limited to the preferred embodiments described, illustrated for illustrative and non-limiting purposes only, but is defined by the following claims.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
Claims
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP23828791.6A EP4612108A1 (en) | 2022-10-31 | 2023-10-26 | Bituminous conglomerates containing an additive based on hemp canapulo fibers |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT202200022344 | 2022-10-31 | ||
| IT102022000022344 | 2022-10-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2024095055A1 true WO2024095055A1 (en) | 2024-05-10 |
Family
ID=89378591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IB2023/000622 Ceased WO2024095055A1 (en) | 2022-10-31 | 2023-10-26 | Bituminous conglomerates containing an additive based on hemp canapulo fibers |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP4612108A1 (en) |
| WO (1) | WO2024095055A1 (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RO118080B1 (en) * | 1999-04-09 | 2003-01-30 | Centrul De Cercetare Pentru Materiale Macromoleculare Şi Membrane S.A. | Fibre-reinforced bituminous composition and process for manufacturing the same |
| EP1520932A2 (en) * | 2003-10-02 | 2005-04-06 | Siegmar Ullrich | Stabilising additive for asphalt comprising hemp or flax fibers |
| IT201800003011A1 (en) * | 2018-02-23 | 2019-08-23 | Massimo Senini | PREFABRICATED VIBRO-COMPRESSED CONCRETE |
| FR3085677A1 (en) * | 2018-09-06 | 2020-03-13 | Braja Vesigne | PROCESS FOR MANUFACTURING MATERIALS FOR THE PRODUCTION OF ROADWAYS INCORPORATING VEGETABLE FIBERS |
-
2023
- 2023-10-26 WO PCT/IB2023/000622 patent/WO2024095055A1/en not_active Ceased
- 2023-10-26 EP EP23828791.6A patent/EP4612108A1/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RO118080B1 (en) * | 1999-04-09 | 2003-01-30 | Centrul De Cercetare Pentru Materiale Macromoleculare Şi Membrane S.A. | Fibre-reinforced bituminous composition and process for manufacturing the same |
| EP1520932A2 (en) * | 2003-10-02 | 2005-04-06 | Siegmar Ullrich | Stabilising additive for asphalt comprising hemp or flax fibers |
| IT201800003011A1 (en) * | 2018-02-23 | 2019-08-23 | Massimo Senini | PREFABRICATED VIBRO-COMPRESSED CONCRETE |
| FR3085677A1 (en) * | 2018-09-06 | 2020-03-13 | Braja Vesigne | PROCESS FOR MANUFACTURING MATERIALS FOR THE PRODUCTION OF ROADWAYS INCORPORATING VEGETABLE FIBERS |
Also Published As
| Publication number | Publication date |
|---|---|
| EP4612108A1 (en) | 2025-09-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Mohajerani et al. | Physico-mechanical properties of asphalt concrete incorporated with encapsulated cigarette butts | |
| Devulapalli et al. | Evaluation of rejuvenator’s effectiveness on the reclaimed asphalt pavement incorporated stone matrix asphalt mixtures | |
| RU2465231C1 (en) | Asphalt mix and method for preparation thereof | |
| Ismael et al. | Permanent deformation characterization of stone matrix asphalt reinforced by different types of fibers | |
| Arias-Trujillo et al. | Effect of polymer emulsion on the bearing capacity of aeolian sand under extreme confinement conditions | |
| KR102470635B1 (en) | Additive composition for asphalt concrete | |
| Yadykina et al. | The influence of stabilizing additives on physical and mechanical properties of stone mastic asphalt concrete | |
| Haryati et al. | Stability and rutting resistance of porous asphalt mixture incorporating coconut shells and fibres | |
| Parimita | Influence of natural fibers as additive on characteristics of stone mastic asphalt | |
| Yami et al. | Design and properties of renewable bioasphalt for flexible pavement | |
| EP4612108A1 (en) | Bituminous conglomerates containing an additive based on hemp canapulo fibers | |
| PL240955B1 (en) | Method of producing stone-mastic asphalt mix (SMA) and stone-mastic asphalt mix (SMA) for the construction of the road surface | |
| Sani et al. | Fiber from Coconut as Smart Materials in Road Construction | |
| Delafuente-Navarro et al. | Multi-criteria analysis of porous asphalt mixtures with aramid fiber under adverse conditions | |
| Gomes et al. | Valorization of piassava fiber by its incorporation in adobe bricks | |
| CN102351469A (en) | Silicon natural mineral asphalt mixture with gap gradation and preparation method thereof | |
| Razahi et al. | An experimental investigation of using sisal fiber and coir fiber as an additive in stone matrix asphalt | |
| Belay et al. | Effect of selected conventional and non-conventional mineral fillers with" Enset" fibers on compaction characteristics of stone mastic asphalt pavement (SMAP) | |
| Mahmood et al. | Influence of natural fibers on the performance of hot mix asphalt for the wearing course of pavement | |
| Akarsh et al. | Synergistic effects of natural fibres and agro-waste ash on the engineering and sustainability of stone-matrix asphalt mixes | |
| Wan et al. | Chemical and physical properties of coconut fiber in asphalt mixture: A review | |
| Aljubory et al. | Effect of palm fibers on asphalt pavement properties | |
| Sunarjono et al. | The Improvement of Asphalt Mixture Durability Using Portland Cement Filler and Rice Husk Ash | |
| Kumar et al. | Experimental investigation of stone mastic asphalt with sisal fiber | |
| CZ2017346A3 (en) | An asphalt mixture reinforced with plant fibres |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 23828791 Country of ref document: EP Kind code of ref document: A1 |
|
| DPE1 | Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101) | ||
| WWE | Wipo information: entry into national phase |
Ref document number: 2023828791 Country of ref document: EP |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| ENP | Entry into the national phase |
Ref document number: 2023828791 Country of ref document: EP Effective date: 20250602 |
|
| WWP | Wipo information: published in national office |
Ref document number: 2023828791 Country of ref document: EP |