沥青路面面层双层一体摊铺技术研究
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摘要
沥青路面双层一体摊铺技术是将两层沥青混合料同时摊铺，一体完成碾压的新型施工技术，与传统的单层铺筑相比，该技术具有改善层间粘状况、减少摊铺过程中温度散失、节省施工时间、优化路面结构、节约建设费用等优点。同时也应看到，国内外关于该技术的研究较少，对于双层摊铺层间粘结强度、温度散失速率、合理压实以及平整度控制等方面问题缺乏系统研究，这些都制约了该技术在我国的推广应用。
针对上述问题本文主要开展了以下研究工作：（1）系统研究了双层摊铺层间粘结强度的影响因素，对100℃、120℃、140℃、160℃下层间粒料嵌入深度进行研究；（2）通过室内及现场试验，对比分析传统与双层摊铺层间粘结状况，与传统摊铺相比双层摊铺抗剪切强度提高31.7%～59.5%，抗拉拔强度提高26.7%～78.5%，并建立了基于脱层失效理论的有限元模型，对层间强度进行预估；（3）对比分析了不同施工工艺下路面2cm、5cm深度处温度散失规律，建立了双层摊铺温度散失预估模型，对不同外界温度下双层摊铺混合料降温过程进行仿真分析，并提出相应的有效压实时间；（4）室内进行不同温度、厚度的混合料压实试验，采用正交分析及多元非线性回归分析的方法得到混合料压实度与温度、厚度之间的关系，为双层摊铺合理压实提供依据；（5）通过现场检测获得双层摊铺路面平整度概率分布图，建立其平整度传递预估模型，对双层摊铺平整度传递规律进行研究，并提出了双层摊铺工艺下各结构层平整度控制指标；（6）铺筑了四种路面结构组合的双层摊铺试验路，对双层摊铺混合料拌合、运输、摊铺、碾压等工序的组织配合进行研究，并将本文研究成果进行实际工程检验。
通过本文研究，解决了双层摊铺技术层间粘结强度、有效碾压时间、合理压实以及平整度控制等关键问题，为双层摊铺技术实际工程应用提供理论基础。
Double-layer paving technology is a new construction technique in asphaltpaving, in this technics two layer mixture were paved and compacted at one time.Compare to traditional crafts double-layer paving can improve layer cohesion station,reduce temperature loss, save construction time, optimize pavement structure andreduce construction costs. nowadays, the research about double-layer pavingtechnology were few, some questions about this technology for example cohesionstrength, temperature losing rate in paving process, reasonable compaction andpavement evenness control were short of systemic study and attention, these questionsrestrict the double-layer paving technology spreading in China.
In response to above mentioned issues, this paper this paper mainly to carry outthe following studies:(1) system studied the effecting factors about shear bondstrength between the double-layer, research on the interlocked-denseness under100℃,120℃,140℃,160℃.(2) Through Indoor and scene shearing test, the shear bondstrength between traditional and double-layer were studied, the result show that:compare to traditional construction, double-layer paving technology can improvelayer shear strength31.7%～59.5%, pull strength26.7%～78.5%. This paper alsoestablish a finite element model based damage failure theory to predict the layerstrength.(3) Comparative analysis the2cm,5cm depth temperature losing disciplineunder different construction technology, a numerical model was established tosimulate the double-layer asphalt temperature loss under different ambienttemperature, at last the effective compacting time.(4) Mixture compacted test underdifferent temperature and thickness, orthogonal analysis and multiple regressionmethods were adapted to get the relation among compaction, thickness andtemperature, provide the basis for the double-layer paving reasonable compaction.(5)Double-layer paving pavement roughness probability distribution was obtainedthrough witnessed inspections in experimental road, establish roughness predictionmodel to study the double-layer paving technology smoothness delivering andProposed flatness control standard.(6) Four kinds of pavement structural grouping were paving under double-layer technology, in construction process asphalt mixturetransport paving and compaction working procedures were studied, the theoreticalresearch were application in actual project.
In summary, the main question about double layer technology were saved, forexample bond strength between double layers, effective compacting time, reasonablecompaction time and roughness quality control. these research provide theoreticalbasis for the spreading of double layer technology.
针对上述问题本文主要开展了以下研究工作：（1）系统研究了双层摊铺层间粘结强度的影响因素，对100℃、120℃、140℃、160℃下层间粒料嵌入深度进行研究；（2）通过室内及现场试验，对比分析传统与双层摊铺层间粘结状况，与传统摊铺相比双层摊铺抗剪切强度提高31.7%～59.5%，抗拉拔强度提高26.7%～78.5%，并建立了基于脱层失效理论的有限元模型，对层间强度进行预估；（3）对比分析了不同施工工艺下路面2cm、5cm深度处温度散失规律，建立了双层摊铺温度散失预估模型，对不同外界温度下双层摊铺混合料降温过程进行仿真分析，并提出相应的有效压实时间；（4）室内进行不同温度、厚度的混合料压实试验，采用正交分析及多元非线性回归分析的方法得到混合料压实度与温度、厚度之间的关系，为双层摊铺合理压实提供依据；（5）通过现场检测获得双层摊铺路面平整度概率分布图，建立其平整度传递预估模型，对双层摊铺平整度传递规律进行研究，并提出了双层摊铺工艺下各结构层平整度控制指标；（6）铺筑了四种路面结构组合的双层摊铺试验路，对双层摊铺混合料拌合、运输、摊铺、碾压等工序的组织配合进行研究，并将本文研究成果进行实际工程检验。
通过本文研究，解决了双层摊铺技术层间粘结强度、有效碾压时间、合理压实以及平整度控制等关键问题，为双层摊铺技术实际工程应用提供理论基础。
Double-layer paving technology is a new construction technique in asphaltpaving, in this technics two layer mixture were paved and compacted at one time.Compare to traditional crafts double-layer paving can improve layer cohesion station,reduce temperature loss, save construction time, optimize pavement structure andreduce construction costs. nowadays, the research about double-layer pavingtechnology were few, some questions about this technology for example cohesionstrength, temperature losing rate in paving process, reasonable compaction andpavement evenness control were short of systemic study and attention, these questionsrestrict the double-layer paving technology spreading in China.
In response to above mentioned issues, this paper this paper mainly to carry outthe following studies:(1) system studied the effecting factors about shear bondstrength between the double-layer, research on the interlocked-denseness under100℃,120℃,140℃,160℃.(2) Through Indoor and scene shearing test, the shear bondstrength between traditional and double-layer were studied, the result show that:compare to traditional construction, double-layer paving technology can improvelayer shear strength31.7%～59.5%, pull strength26.7%～78.5%. This paper alsoestablish a finite element model based damage failure theory to predict the layerstrength.(3) Comparative analysis the2cm,5cm depth temperature losing disciplineunder different construction technology, a numerical model was established tosimulate the double-layer asphalt temperature loss under different ambienttemperature, at last the effective compacting time.(4) Mixture compacted test underdifferent temperature and thickness, orthogonal analysis and multiple regressionmethods were adapted to get the relation among compaction, thickness andtemperature, provide the basis for the double-layer paving reasonable compaction.(5)Double-layer paving pavement roughness probability distribution was obtainedthrough witnessed inspections in experimental road, establish roughness predictionmodel to study the double-layer paving technology smoothness delivering andProposed flatness control standard.(6) Four kinds of pavement structural grouping were paving under double-layer technology, in construction process asphalt mixturetransport paving and compaction working procedures were studied, the theoreticalresearch were application in actual project.
In summary, the main question about double layer technology were saved, forexample bond strength between double layers, effective compacting time, reasonablecompaction time and roughness quality control. these research provide theoreticalbasis for the spreading of double layer technology.
引文
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