級(jí)配離析對(duì)瀝青穩(wěn)定碎石技術(shù)特性影響研究
發(fā)布時(shí)間:2018-12-07 10:41
【摘要】:瀝青穩(wěn)定碎石作為路面結(jié)構(gòu)的下面層是最容易發(fā)生離析的層位,也是離析差異性最顯著的層位,作為瀝青路面中主要的承力層和傳力層,其質(zhì)量好壞對(duì)結(jié)構(gòu)整體的路用性能有著重要的影響。分析不同施工因素、研究離析對(duì)瀝青穩(wěn)定碎石路用性能的影響、提出不同性能下離析的控制指標(biāo)、分析不同環(huán)境下的應(yīng)力變化、定量計(jì)算離析的性能損失以及介紹離析的施工控制技術(shù)等內(nèi)容,對(duì)控制瀝青混合料的離析,延長(zhǎng)瀝青路面的服務(wù)壽命具有重要現(xiàn)實(shí)意義。首先,研究了河南商蘭高速一段瀝青穩(wěn)定碎石路面進(jìn)行了離析調(diào)查,從施工水平對(duì)其研究后發(fā)現(xiàn)和針對(duì)同一配合比,施工單位的施工水平是瀝青穩(wěn)定碎石級(jí)配離析的重要影響因素;在施工水平一定的情況下,瀝青穩(wěn)定碎石自身配比也是級(jí)配離析的重要影響因素。其次,本文在室內(nèi)試驗(yàn)環(huán)境條件下從混合料離析后的級(jí)配角度出發(fā),通過(guò)設(shè)計(jì)混合料的不同級(jí)配離析值表征集料的離析狀況,進(jìn)而將成型后的試件進(jìn)行高溫、低溫、水損、疲勞、力學(xué)強(qiáng)度等方面的性能測(cè)試,以評(píng)價(jià)離析對(duì)瀝青穩(wěn)定碎石材料路用特性的影響。研究發(fā)現(xiàn),在高溫季節(jié)重載預(yù)防泛油,以控制細(xì)集料的重度離析的區(qū)域?yàn)橹?預(yù)防車轍病害以控制細(xì)集料的中度離析極其以上等級(jí)的離析;在低溫環(huán)境下預(yù)防低溫開裂,須將粗集料的中度離析的作為控制指標(biāo);在多雨地區(qū)預(yù)防水損害,建議對(duì)粗集料中度離析區(qū)域加以嚴(yán)格控制。然后,利用Abaqus有限元設(shè)計(jì)軟件的數(shù)據(jù)分析處理功能,分別對(duì)道路結(jié)構(gòu)層在持續(xù)靜載、溫度場(chǎng)、溫荷耦合場(chǎng)的三種環(huán)境條件下進(jìn)行受力模擬。借鑒AI設(shè)計(jì)原理,提出表征離析對(duì)結(jié)構(gòu)影響的損失計(jì)算方法。研究發(fā)現(xiàn):瀝青穩(wěn)定碎石離析對(duì)下面層影響最大,特別在是粗集料中度離析時(shí),下面層結(jié)構(gòu)可能發(fā)生損傷破壞。下面層粗離析類別下的粗輕度、粗中度、粗重度的性能率依次損失27.8%,50.1%,87.1%。最后,從配合比設(shè)計(jì)驗(yàn)證、瀝青混合料的生產(chǎn)、儲(chǔ)存運(yùn)輸、攤鋪和碾壓各個(gè)階段提出了控制瀝青混合料離析的技術(shù)和手段,研究成果對(duì)提升瀝青路面質(zhì)量具有重要意義。
[Abstract]:Asphalt stabilized macadam, as the lower layer of pavement structure, is the most prone to segregation, and also the most distinct layer of segregation, as the main bearing layer and force transfer layer in asphalt pavement. The quality of the structure has an important impact on the overall road performance. This paper analyzes different construction factors, studies the influence of segregation on pavement performance of asphalt stabilized macadam, puts forward the control index of segregation under different performance, and analyzes the stress changes in different environments. The quantitative calculation of the performance loss of segregation and the introduction of construction control technology of segregation have important practical significance for controlling the segregation of asphalt mixture and prolonging the service life of asphalt pavement. First of all, the segregation investigation of asphalt stabilized macadam pavement of Shanglan Expressway in Henan Province was carried out, and the same mix ratio was found from the study of construction level. The construction level of the construction unit is an important factor affecting the gradation and segregation of asphalt stabilized macadam. In the case of certain construction level, the ratio of asphalt stabilized macadam itself is also an important factor of gradation segregation. Secondly, from the point of view of gradation after segregation of mixture, this paper designs the segregation status of materials in the different gradation table of mixture under the condition of indoor test environment, and then carries out high temperature, low temperature and water loss of the formed specimen. In order to evaluate the influence of segregation on pavement characteristics of asphalt stabilized macadam, fatigue and mechanical strength were tested. It is found that the prevention of flooding oil in high temperature season is mainly in the area of controlling heavy segregation of fine aggregates and the prevention of rutting diseases is to control the moderate segregation of fine aggregates and the segregation of more than the grade of fine aggregates. The moderate segregation of coarse aggregate should be taken as the control index in low temperature environment, and the prevention of water damage in rainy area should be strictly controlled in the area of moderate segregation of coarse aggregate. Then, using the data analysis and processing function of Abaqus finite element design software, the forces of road structure layer are simulated under three kinds of environment conditions: continuous static load, temperature field and temperature load coupling field respectively. Based on the design principle of AI, a loss calculation method to characterize the effect of segregation on structure is proposed. It is found that the segregation of asphalt stabilized macadam has the greatest influence on the lower layer, especially when the coarse aggregate is moderately segregated, the structure of the lower layer may be damaged and destroyed. Under the coarse segregation category, the performance rate of coarse light, coarse medium and coarse gravity in turn lost 27.8% and 50.1% and 87.1% respectively. Finally, the technology and means of controlling the segregation of asphalt mixture are put forward from the aspects of mix design verification, production, storage and transportation of asphalt mixture, spreading and rolling. The research results are of great significance to improve the quality of asphalt pavement.
【學(xué)位授予單位】:長(zhǎng)沙理工大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類號(hào)】:U414
本文編號(hào):2367073
[Abstract]:Asphalt stabilized macadam, as the lower layer of pavement structure, is the most prone to segregation, and also the most distinct layer of segregation, as the main bearing layer and force transfer layer in asphalt pavement. The quality of the structure has an important impact on the overall road performance. This paper analyzes different construction factors, studies the influence of segregation on pavement performance of asphalt stabilized macadam, puts forward the control index of segregation under different performance, and analyzes the stress changes in different environments. The quantitative calculation of the performance loss of segregation and the introduction of construction control technology of segregation have important practical significance for controlling the segregation of asphalt mixture and prolonging the service life of asphalt pavement. First of all, the segregation investigation of asphalt stabilized macadam pavement of Shanglan Expressway in Henan Province was carried out, and the same mix ratio was found from the study of construction level. The construction level of the construction unit is an important factor affecting the gradation and segregation of asphalt stabilized macadam. In the case of certain construction level, the ratio of asphalt stabilized macadam itself is also an important factor of gradation segregation. Secondly, from the point of view of gradation after segregation of mixture, this paper designs the segregation status of materials in the different gradation table of mixture under the condition of indoor test environment, and then carries out high temperature, low temperature and water loss of the formed specimen. In order to evaluate the influence of segregation on pavement characteristics of asphalt stabilized macadam, fatigue and mechanical strength were tested. It is found that the prevention of flooding oil in high temperature season is mainly in the area of controlling heavy segregation of fine aggregates and the prevention of rutting diseases is to control the moderate segregation of fine aggregates and the segregation of more than the grade of fine aggregates. The moderate segregation of coarse aggregate should be taken as the control index in low temperature environment, and the prevention of water damage in rainy area should be strictly controlled in the area of moderate segregation of coarse aggregate. Then, using the data analysis and processing function of Abaqus finite element design software, the forces of road structure layer are simulated under three kinds of environment conditions: continuous static load, temperature field and temperature load coupling field respectively. Based on the design principle of AI, a loss calculation method to characterize the effect of segregation on structure is proposed. It is found that the segregation of asphalt stabilized macadam has the greatest influence on the lower layer, especially when the coarse aggregate is moderately segregated, the structure of the lower layer may be damaged and destroyed. Under the coarse segregation category, the performance rate of coarse light, coarse medium and coarse gravity in turn lost 27.8% and 50.1% and 87.1% respectively. Finally, the technology and means of controlling the segregation of asphalt mixture are put forward from the aspects of mix design verification, production, storage and transportation of asphalt mixture, spreading and rolling. The research results are of great significance to improve the quality of asphalt pavement.
【學(xué)位授予單位】:長(zhǎng)沙理工大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類號(hào)】:U414
【參考文獻(xiàn)】
相關(guān)期刊論文 前6條
1 龔仁崢;;瀝青混合料離析的原因及防治措施研究[J];江西建材;2014年10期
2 陳冰;;離析對(duì)瀝青路面結(jié)構(gòu)力學(xué)響應(yīng)的影響[J];公路交通科技(應(yīng)用技術(shù)版);2010年08期
3 任德斌;蘇博;;瀝青路面溫度應(yīng)力的有限元分析[J];沈陽(yáng)建筑大學(xué)學(xué)報(bào)(自然科學(xué)版);2010年04期
4 鄭曉光;朱忠隆;叢林;郭忠印;;瀝青混合料離析對(duì)瀝青混凝土路面疲勞壽命的影響[J];公路;2008年01期
5 沈金安;關(guān)于瀝青混合料的均勻性和離析問(wèn)題[J];公路交通科技;2001年06期
6 周繼業(yè);;瀝青路面低溫開裂的分析研究[J];華東公路;1982年03期
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