• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    In a hot-mixing unit, bitumen is homogenised together with polyethylene and/or polypropylene to give a homogeneous binder for as long as necessary for the initial viscosity of the binder to drop significantly. Only the drop in viscosity beyond the usual drop in viscosity with increasing temperature is taken into account here. If the process is continued for a sufficient time, the viscosity of the binder composition is lowered so much that a road surfacing material produced using a binder composition of this type can be installed in a conventional manner intended for the processing of bituminous road surfacing materials. This allows the use of conventional methods and machines for installing the road surfacing material.
    公开号:SU888825A3
    申请号:SU752171402
    申请日:1975-09-12
    公开日:1981-12-07
    发明作者:Хемерзам Рудольф
    申请人:Бунцль Унд Биах Аг (Инофирма)；
    IPC主号:
    专利说明:

    The mixing is carried out at 260-310 ° C, the viscosity of the mixture is measured continuously and the process is terminated when the viscosity drops by 10-20% of its maximum value.
    The proposed method is characterized by the fact that polyolefin bitumen materials in a hot mixing unit are mixed into a homogeneous binder or homogenized while a distinct decrease in the viscosity of this binder occurs. At the same time, internal homogenization of itum and polyolefin material into a homogeneous mass occurs. For a sufficiently long process time, the viscosity of the binding mass arising in this way can be so significantly reduced that the street coating material produced with such a binding mass can be applied in the usual way for treating bitumen materials of street coatings. Polyethylene additives to bitumen improve its temperature. In this process, the existing tendencies to the separation of polyolefin and bitumen disappear even in those areas in which hitherto the existence of sparse miscibility has been ruled out, and stable mixtures of polyolefin and bitumen can be produced in normal proportions.
    According to the method, the polyolefin material is added to the bitumen in an amount of 10-100% of its max. Homogenization of the mixture proceeds at 260-310 ° C (at least above the melting point of the polyolefin material) until the chemical combination of the molecules of the polyolefin material with bitumen, mainly naphthenic parts of the bitumen, occurs. In this process, due to the cleavage of the molecules of the polyolefin material, which occurs during the heat treatment during homogenization, free valences are formed, which immediately react with bitumen, mainly with its naphthenic parts. Through thermal action in bitumen, similar splitting of molecules also occurs, which favors the process of lost reaction. The ratio of polyolefin material and bitumen is especially important for the start of a chemical reaction between them.
    According to the proposed method, various polyolefin materials can be used, including polyethylene, both of low and high pressure types, polypropylene. Waste can also be used, even if it is contaminated with plastics of a different chemical nature, since the proposed method also proceeds unhindered by the presence of foreign materials, such as particles of duroplast or refractory thermoplastics, which are long inert, and other non-olefinic thermoplastics, which behave as fillers and do not enter into a similar chemical reaction.
    In the proposed method, the splitting of the molecules of the polyolefin material occurring during the process is the reason for the relatively low viscosity of the bituminous binder produced by this method and the resulting insignificant rigidity of the building materials associated with this binder.
    The amount of polyolefin material is chosen to be larger than the naphthenic parts of the bitumen can bind, so that in the homogenized binder there remains the polyol fin in unsplit form. Homogenization of polyolefin-naphthenic compounds arising from fragments of polyolefin and bitumen molecules in the temperature zone has the ability to emulsify other fissionable polyolefin materials, especially polyethylene, and distribute them in the bitumen in the thinnest form, while only emulsified polyolefin material due to its particularly fine distribution at subsequent long-term cooling can harden with a large part. in crystalline form. and impart heat resistance to the binder and coating on its again.
    The binder made by the proposed method adheres well.
    with alkaline or oxygen reacting stones. This is due to the formation of bridging bonds of salts between molecules, at which the border. In addition to the usual adhesion, the so-called boundary molecular bonds also act on the surface of the stone material of bitumen, and in this case bridges of salts form
    additional chemical bond between stone and binder.
    The chemical reaction that occurs during the course of the homogenization of the bitumen-polyolefin mixture in the hot mixing plant between the polyolefin material and bitumen proceeds the faster, the higher the mixing temperature. It is desirable that homogenization takes place at 260-31 ° C. At this temperature and a ratio between polyethylene and bitumen of 30:70, the reaction begins after about 20 minutes, with a mixture ratio of 50:50, the reaction occurs after about 40 minutes. It is very beneficial to add 30-100% of the bitumen mass to the bitumen for the reaction (especially with regard to the reaction rate and prevailing viscosity).
    At a lower temperature of the binder manufacturing process, the binder is homogenized for a few hours.
    In the course of carrying out the process according to the invention, the viscosity of the polyolefin-bitumen mixture undergoing homogenization or heat treatment passes through several phases. At first a relatively low viscosity is observed, corresponding to practically the viscosity of the bitumen at the beginning of the working process. This is because by this time the polyolefin material has not melted, but is floating in bitumen in the form of small particles. Gradually, these polyolefin particles melt and simultaneously the viscosity of the mass increases.
    After this phase, the viscosity decreases markedly, somehow due to the splitting of the molecules of the polyolefin material. Then, over time, the viscosity remains mostly constant or slightly increased due to the formation of polyolefin-bitumen compounds.
    The proposed method allows to obtain binders with a wide range of ratios of bitumen and polyolefin material. The method can also be carried out as follows.
    A homogenized binder mass with a high content of polyolefin material is made, and then, by further adding to bit 1.1.1, the desired ratio of bitumen to polyolefin is created, and the homogenized bitumen-polyolefin mass can be placed without. further processing after heating, and the process of homogenization or heat treatment should be carried out with only one mixture ratio. By the addition of bitumen, it is possible to establish the ratio of a mixture of bitumen-polyolefin each time, and the subsequent addition of bitumen does not affect the stability against delamination. Especially homogeneous
    A binder is obtained when additional bitumen is introduced into the already homogenized mass of bitumen-polyolefin, and this mixture is then mixed with a stone or sandy material, rial.
    Such a method can be successfully implemented on bitumen installations equipped with trinidad boilers. When using such existing installations, the general heat treatment of the polylefinic material and bitumen is carried out in the aforementioned Trinidad boilers, and the resulting mass in them is sent to a mixer in which
    0 The stone or sand material mixes with the bitumen, the mass preferably being sprayed.
    Similarly, the proposed method can be easily performed.
    on known devices. Due to
    5, the viscosity of the binder that occurs in the process according to the invention can be reduced; the fabricated material for the outdoor coating can also be used with conventional existing ones.
    0 devices.
    Example 1. In a mixing plant, waste polyethylene is mixed in a form of thin, transparent, irregularly shaped sheets with dimensions of 110 with ordinary street bitumen {7
    coatings at 180-200 ° C, and this mixture is homogenized. In this case, mixtures with a polyolefin content of 3, 10 and 20 wt.% Are made, and for
    O obtaining a homogeneous product is required for mixing: at 3 wt.%. polyolefin - 10 min, with 10 wt.% - 15 min and at 20 wt.% 30 min. Thus obtained
    5 polyolefin bitumen blends spovpp-. under plastics content Accept an increasingly geeky character. For these mixtures, the softening point, the ring and the ball are measured according to DIN 1995 and the penetration according to DIN 1995. The measured values are given in Table. together
    with the same data for used in a mixture of bitumen for outdoor coatings 80.
    Table 1
    Example 2. Of the bituminous binder of example 1 and a mixture of fillers used for the construction of bitumen road coatings containing the following components, wt.%: Limestone flour 10, plain sand 13, basalt sand 5/8 25, basalt high-quality crushed stone 2 (5 26) and basalt high-quality crushed stone, 5/8; 26, an asphalt mixture is prepared, the binder content being 6.7 wt.%. Asphalt mixes, made in a similar manner, containing binders with 10 and 20% polyolefins, have relatively high rigidity, which does not allow processing of such blends on equipment commonly used in bitumen pavements, especially on machines.
    The asphalt mixtures obtained in this way are used to form splices for Marshall's test with 2 L 50, 2 x 35 and blows. These samples are tested in the usual way, and the test results are given in table 2.
    (N
    0 tf
    s h
    YU
    P)
    H
    Example 3. A bitumen-polyethylene mass is obtained by mixing polyolefin and bitumen in various ratios. Table 3 shows the modes of homogenization (temperature and time). Examples 3, 4, 5 and 7 - according to the proposed method, examples 1, 2, 6 control.
    Through a Brabender plastograph, the viscosity of polyethylene, polypropylene, and mixtures of polyethylene-bitumen and polypropylene-bitumen is checked at a constant temperature (290-270 ° C) for a long time, and the blades of the plastograph rotate at a speed of 60 rpm, a cool temperature experience ° C 290
    290
    270
    From the values given in Table 3, one can see the splitting of molecules of the polyolefin material occurring during homogenizing heat treatment, which is expressed in a drop in viscosity. This occurs due to its occurrence (in a mixture of polyolefin-bitumen, a chemical reaction of a polyolefin material with bitumen, as a result of which the viscosity of a mixture of polyolefin-bitumen is measured at a simple moment, D g / m. Seven tests were carried out, and in the first one polyethylene was studied as pre-ground waste at 290 C, in the second - ground polyethylene waste at, in the third - a mixture of waste polyethylene and bitumen for road surfaces B 80 at a ratio of 50:50 at 290 s (the rest of the experiments were carried out at: the 5th temperature) rows of polyethylene and bitumen for road paving B 120 in a ratio of 30:70, in the sixth - milled
    polypropylene waste and in the seventh - a mixture of ground polypropylene waste and bitumen for road surfaces B 70 in a ratio of 30:70.
    Table 3
    290
    290
    290
    The process of homogenizing heat treatment drops by 10–20% (by 1/51/10 h) from its maximum value, and then for a long time remains mostly constant. An increase in viscosity often arising in a polyolefin-bitumen mixture at the beginning of the experiment is primarily due to the fact that the polyolefin material has not yet had time to dissolve in the bitumen and the measuring instrument shows mainly the bitumen viscosity, and only after some time when the polyolefin material dissolves in bitumen, the viscosity of this mixture is revealed. The low viscosity of the resulting binders after homogenizing heat treatment allows the processing of asphalt mixes made with these binders using conventional mineral fillers using the usual technique for bitumen building materials. Example 4. A 10 kg of bitumen B 100 heated to 100 ° C is charged to a heated reactor equipped with an electric motor driven high speed agitator. With a rotating mixer and heating switched on, 1 kg of granulated high pressure polyethylene is loaded in portions into the reactor. After 25 minutes of mixing with a continuous increase in the current consumption by the electric motor, the temperature-to-mass mixer is about 260 ° C and has a macroscopically uniform appearance. Then, external heating is turned off, and homogenization is continued with further stirring at 260 C. At the same time, the current consumption of the drive motor of the stirrer, depending on the viscosity of the mass, is continuously measured. Its systematic decline occurs. After a total of 95 minutes of processing, the current consumption of the switch's electric motor is reduced compared to the current consumption observed after 25 minutes, by about 20% (1/5). Homogenization is stopped after 100 minutes of total processing. 6% of the homogeneous mass obtained as a binder is added to the usual stone material of the asphalt road surfaces. From the pavement material thus obtained, 250 strokes of Marshall specimens are prepared in the usual way. The Marshall Index is P80 kg. For comparison, a pavement material of the same stone is used. The same amount (6%) of B-100 bitumen is used as a binder. As for the above-mentioned bitumen-polyolefin mixture. . The samples made from this road-building material have a Marshall strength of 700 kg. 5 Example 5. The experiment was carried out as in Example 4. First, 100 kg of bitumen B 100, heated to 20 ° C, were charged to the reactor. Then, 1 kg of isotactic granulated polypropylene is added in portions. After the heating is turned on with a rotating mixer, the mass temperature is increased to 270 ° C. After 20 min of treatment, a homogeneous mass is obtained. Homogenization is continued at 270 C. After 90 minutes of the total treatment time, the power consumption of the drive motor of the agitator drops by 15% compared to the current consumption 20 minutes after the start of treatment. Homogenization is stopped after PO min total processing time. 6% of the obtained homogeneous mass is injected as a binder into ordinary stone material for asphalt rolled road surfaces. From the road construction material thus obtained, the samples have a Marshall indicator of 1,450 kg. Example 6. The experiment was carried out analogously to example 4. First, 8.8 kg of bitumen B 100 heated up to were charged into the reactor. Then 1.2 kg of Loli olefin, which is a predominantly granular high-pressure polyethylene with the addition of polypropylene, is added in portions. With the heating and rotating mixer turned on, after 20 minutes of treatment, the temperature of the mass reaches 290 C. At this moment, the mass has a macroscopic homogeneous appearance. Homogenization is continued at 290 ° C. After 45 minutes of processing, the current consumption by the traction motor drive motor drops by 25% compared to the flow-current after 20 minutes of processing. After 50 minutes of treatment, the homogenization is stopped. The mass (6%) is used as a binder for stone, used for asphalt paving. From the pavement material obtained in this way, 2 to 50 blows are made of Marshall test specimens. When the samples have a bond strength of 12.6 kg. For comparison, in the same manner, Marshall test specimens are made from the same stone using 6% bitumen 100 V as a binder. Their breaking strength is 6.2 kg. In the course of further comparison with a bitumen-olefin-based binder produced by the same method, the same quantities (8.8 kg) of bitumen and (1.2 kg) of polyethylene-polypropylene material are loaded into a heated reactor and stirred at 200 for 1 h. C. The resulting mass
    According to this invention
    Bitumen B 100
    By a known method
    The table shows that when using the material according to this invention, a binder is obtained that has significantly higher strength at high temperatures than material made from ordinary bitumen. There is no damage at low temperatures. The bitumen-olefin binder produced according to the previous technology is a material whose strength at elevated temperatures is lower than that of the material made with the binder according to this invention. At the same time, the bonded material manufactured according to the previous technology is notable for its brittleness at low temperatures.
    Example 7 The test was carried out in the same way as in Example 4. The reactor was filled with 8.8 kg of bitumen B 200. Then, 1 kg of granulated low pressure polyethylene and 200 kg of atactic polypropylene were added. With the heating turned on and the mixer running, after 10 minutes at 290 ° C, a homogeneous macroscopic mass is obtained. The process of homogenization continues at 290 ° C. After 30–30 minutes the current consumption of the driving motor drops by 20%.
    43
    12.6 3.8 42 6.2 2.1
    47
    8.5 2.5
    Compared with the flow 10 minutes after the start of treatment. This mass is used as a binder (6%) for the stone material of the asphalt road surface. From the obtained paving material, 2 -50 blows were made of Marshall test specimens, which at 25 ° C have a breaking strength of 12.9 kg.
    Example 8. The process is carried out analogously to example 5. The reactor is filled with 8.8 kg of bitumen B 100 heated to 200 ° C and 1.2 kg of polyolefin containing high pressure granular polystyrene and polypropylene and the heating starts. After 25 minutes, the temperature reaches 270 ° C and the mass is macroscopically homogeneous. Homogenization is continued at 270 ° C. After 60 minutes of homogenization, the power consumption of the agitator motor
    0 falls by 10% of the value observed after 25 minutes of mixing. At this point, homogenization is interrupted. The resulting mass as a binder is added to the material from
    stone for pavements in the amount of 6%. Marshall samples were made from the mass obtained for pavement, 5 (6%) was added to the stone material used in the preceding tests. Marshall test specimens were also prepared from the obtained paving material. At 25 C, the fracture strength is 8.5 kg. In these three cases, the fracture strength is determined at ± 25 ° C, 0 ° C and + 50 ° C. The measurement results are presented in table 4. Table 4 When tested, these samples show fracture strength at 25 C II kg and at 3.3 kg. Example 9. On an industrial scale, in a hot mixing plant designed for three-in-1 (Who asphalt, polyethylene flakes are homogeneous with conventional bitumen for road surfaces 120 at an operating temperature for 3 hours. A mixture of polyethylene is formed and bitumen in a ratio of 50:50, then hot bitumen (15, 18, 20 and 25 wt.%) is introduced into it, and this mixture is injected into a conventional mixing unit (Vibau) containing stone aggregate, heated to 230 ° C. From the asphalt mix prepared in this way. an ethylene content of 15, 18, and 25 wt.% and from a material bound by bitumen without a layer of mass, the length of the coating is made up to the horns for an average load of about 600 m in length and 5 mm wide. This was applied to the material by the mothers compacted with a rubber roller and two double rollers, and it was found that the material made with an 11p1M bond containing 25% polyethylene can be recycled freely with a road finishing machine, i.e. stiffness corresponding to the conventional technique used for bitumen materials. Samples made of the mixture and also removed from the finished road in the form of cores caused by the addition of plastic to bitumen were tested. Next, the measurement of slippage is carried out using an RRL mapping device according to the English standard 812: 1967 and SVA / 640 511 on the street. The current associated with the binder according to the invention has a slightly better
    Marshall turnover, mm ll / lO
    47
    32-40
    3
    43-52 5. 18, the coefficient of friction (the average of a large number of SRT 63 measurements) than that associated with plastic-free bitumen B 120 as a binder, with a bitumen content of 7% and the area made using plastic-free bitumen (average of large the number of measurements SRY 6). In tab. Figures 5 and 6 show the values found when testing Marshall samples and cores. At the same time, under AB 0/12 - impersonal, obtained from Marschall samples using bitumen free from plastics, and under AB O / 12 K - values measured on Marshall samples, made of a material, the mineral filler of which is the same as the sample AB 0 / 12, but a polyethylene bitumen mixture with a polyethylene content of 20% was introduced into the sample AB 0 / 12K. The binder content in Marshall AB / 0 / 12K samples is 7%. In Table 6, under K 1, K I) and K V, the values determined on Marshall samples on cores are given, Marshall samples made from each bitumen packed in three experimental ir4acTKa materials, the mineral content of which is the same in all three cases. , moreover, K 1 shows the values for a material bound with plastic-free bitumen, under K W for a material with a bitumen binder at a 25Z polyethylene content, and under K V- for a material with a bitumen binder at a 15% polyethylene content. The content of the binder of these ma-. materials 6.5%. Marshall samples and cores from materials related to bitumen binders (manufactured according to the method according to the invention), in experiments that simulate extreme climatic influences, show better parameters than materials connected to bitumen free of plastics. .Table 5
    14
    0,29 6 0,04-0,54 The sample was destroyed
    0.31 3 0.19-0.43
    2,461 51 2,4592, 506 8 2,498-2,514
    1.8
    Average bulk density
    Marshall samples, g / cm2,4052,298
    bulk density g / cm
    volumetric weight, g / cm sample,% of core volume,% of compaction volume,%
    Bearing capacity for
    Marshall KGS840 1830
    888-225
    20 Continuation of table 5
    6 0.03-0.19 6 0.13-0.27
    3 0.00-0.23
    49 2.4232, 431 2.463
    7 2.4542, 478
    2,350
    1750
    materials laid on the above-mentioned test section, specimen | Marshall is subjected to various tests. For the first, the samples are loaded fivefold by repeating the next cycle:
    a) placing in a saturated aqueous solution of salts at 20-22c for 15 h
    b) putting on air at 2022 С for 9 h;
    c) stay in cold air (conditioner) with a temperature of -20 C for 15 h and-stay in air at 20-22 C for 9 h.
    Immediately after the cold treatment, the ultimate compressive strength is determined by means of a 50 cm steel punch having crushed edges, the indentation speed being 25 No. 4 / min. The results are shown in table 7,
    T a b l and c a 7
    In the second test, at the end of this cycle, the samples are kept at room temperature for 7 hours, after which the compressive strength is determined and the values of g are given in Table 8.
    4,000
    About 80 About 123 6150 About 127 6350
    During further tests, Marshall specimens are subjected to a fivefold, consisting of 4 of cold exposure at -20 ° C for 15 hours and final exposure to air at 20-22 ° C for 33 hours. The compressive strength is determined. The results are shown in table.
    Table 9
    About 76
    3800 About 127 6350 About 128 6400
    As follows from the examples and tables of testing, the proposed method is provided;
    23
    It provides for obtaining a binder for pavements with improved quality.
    权利要求:
    Claims (2)
    [1]
    1. Asphalt and plastic waterproofing and construction. Circuits of coordination meetings on hydraulic engineering, issue 43. Energie, L., 196 p. 3-36.
    [2]
    2. US patent number 3634293,
    cl. 260-285, publ. 1972 (prototype).
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    同族专利:
    公开号 | 公开日
    JPS5163819A|1976-06-02|
    AU8480075A|1977-03-17|
    CA1066831A|1979-11-20|
    CS229606B2|1984-06-18|
    DK408975A|1976-03-14|
    SE7510195L|1976-03-14|
    RO68898A|1982-02-26|
    DK141969B|1980-07-28|
    BR7505894A|1976-08-03|
    MX3215E|1980-07-18|
    FI66637C|1984-11-12|
    IT1042450B|1980-01-30|
    FR2284653B1|1978-12-08|
    DK141969C|1980-12-08|
    NL7510647A|1976-03-16|
    YU39118B|1984-06-30|
    DE2540230B2|1980-02-07|
    JPS584121B2|1983-01-25|
    DD119809A5|1976-05-12|
    FI66637B|1984-07-31|
    ES440903A1|1977-06-16|
    NO145385C|1982-03-10|
    DE2540230A1|1976-03-25|
    PL108897B1|1980-05-31|
    YU229475A|1982-02-28|
    LU73376A1|1976-04-13|
    FR2284653A1|1976-04-09|
    CH618721A5|1980-08-15|
    NL180520B|1986-10-01|
    GB1521694A|1978-08-16|
    NO753041L|1976-03-16|
    FI752557A|1976-03-14|
    DE2540230C3|1986-06-19|
    NO145385B|1981-11-30|
    SE426840B|1983-02-14|
    AU500914B2|1979-06-07|
    TR18572A|1977-04-11|
    NL180520C|1987-03-02|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    BE458817A|1942-04-22|
    US2610956A|1948-01-09|1952-09-16|Hartford Nat Bank & Trust Co|Method of mixing polyethylene with asphalt bitumens|
    DE2146903C3|1971-09-20|1978-03-02|Paul Klein-Wolkersdorf Haberl |Process for the production of a polyethylene and / or polypropylene-containing mixture based on bitumen or asphalt|AT379574B|1983-09-21|1986-01-27|Oemv Ag|CONSTRUCTION OF MATERIALS BASED ON HYDRAULIC BINDING AGENTS, USUAL ADDITIVES AND SURCHARGES, AND WITH A CONTENT OF A BITUMEN / PLASTIC COMBINATION|
    JPH0443939B2|1984-06-29|1992-07-20|Showa Shell Sekiyu|
    FR2569416B1|1984-08-22|1987-03-20|Screg Routes & Travaux|COMPOSITION, IN PARTICULAR FOR HYDROCARBON COATINGS BASED ON HYDROCARBON BINDER AND POLYOLEFIN, ITS PREPARATION AND ITS APPLICATIONS|
    DE3527525C2|1985-08-01|1990-02-08|Schering Ag, 1000 Berlin Und 4709 Bergkamen, De|
    DE3563463D1|1985-09-07|1988-07-28|Schutz Kg Wilhelm|Method for renovating road surfaces|
    DE3819931C2|1988-06-11|1990-10-25|Veba Oel Ag, 4650 Gelsenkirchen, De|
    GB2219802A|1988-06-17|1989-12-20|Vulcanite Limited|Bitumen composition|
    WO2004055271A1|2002-12-13|2004-07-01|Jean-Claude Zucker|Low-grip track for vehicles|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    AT741974A|AT357093B|1974-09-13|1974-09-13|METHOD FOR PRODUCING ROAD COATING MATERIAL|
    AT340675A|AT365257B|1975-05-02|1975-05-02|METHOD FOR PRODUCING A BITUMINOUS Binder FOR BUILDING MATERIALS|
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