泡沫沥青沥青在匈牙利道路建设中的新经验

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2015-12-01 DOI:10.1515/rjti-2015-0036
Z. Puchard, A. Gorgenyi
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引用次数: 1

摘要

使用低温(LT)沥青产品可以显著降低沥青生产所需的温度。这降低了能源成本和消耗。此外,由于潜在有害蒸汽和气溶胶的数量减少,沥青生产和铺设过程中的安全性得到了提高。温度的降低,除上述作用外,还减少了沥青生产过程中沥青的短期老化,最终对路面的耐久性产生积极影响。在2012年至2014年期间,科拉集团在匈牙利的四个科拉集团混合工厂为其沥青搅拌机配备了来自不同制造商的设备,能够生产泡沫沥青。随后进行了几次试产,并铺设了含有泡沫沥青的沥青混合料。一些泡沫沥青混合料是在低温下生产和铺设的。另一部分混合物在常规温度下生产,经过2 - 2.5小时的运输后分层。试验沥青混合料由50/70和10/40-65改性沥青制成,也含有10-20% RA。我们比较了用四种不同的发泡套件生产的发泡沥青混合物的压实性。我们制作了不同压实温度下的Marshall试样,测试了试样的容重,并表示了试样的容重随压实温度的变化。我们建立了以下结论:与普通沥青混合料相比,泡沫沥青混合料的马歇尔体积密度(更好的压实性)在所有沥青类型中都更高,在普通(50/70)和改性沥青混合料(25/55-65,10/40-65)中,泡沫沥青混合料的马歇尔体积密度都可以达到更高,泡沫沥青混合料的压实性与发泡工具的类型无关。它适用于所有类型的发泡套件。
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New experiences with foamed bitumen asphalts in hungarian road building
Abstract The use of low temperature (LT) asphalt products can result in a significant decrease of temperature required for asphalt production. This reduces energy costs and consumption. Moreover, safety during asphalt production and laying improves because the amount of potentially harmful vapours and aerosols decreases. Temperature decrease, in addition to the above, reduces the short-term ageing of bitumen in the asphalt production process, and ultimately has a positive impact on the durability of pavements. COLAS Group in Hungary considers propagating the use of low temperature sorts of asphalt in road construction in Hungary as a high priority innovation task Between 2012 and 2014, COLAS Group equipped its asphalt mixers with units from different manufacturers, capable of producing foamed bitumen, at four COLAS Group mixing plants in Hungary. This was followed by several test production runs and course laying with asphalt mixes containing foamed bitumen. Some of the foam asphalt mixes were produced and laid at low temperatures. The other part of the mixes were produced at conventional temperature and were layed after 2 - 2.5 hours of transport. The test asphalt mixtures were made with 50/70 and 10/40-65 modified bitumen also containing 10-20% RA. We compared the compactability of foamed bitumen mixtures produced with four different foaming kits. We produced Marshall specimens at various compaction temperatures, tested the bulk densities of the specimens, then represented the bulk densities subject to the compaction temperature. We established the following: the Marshall bulk density (better compactability) of foamed bitumen asphalt mixes is higher for all asphalt types compared to the normal bitumen mixtures, higher Marshall bulk density of foamed bitumen asphalt mixes can be achieved both in normal (50/70) and modified bitumen mixtures (25/55-65,10/40-65), better compactability of foamed bitumen asphalt mixes is independent of the type of the foaming kit. It works for all types of foaming kits.
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