ABSTRACT:In order to make thin layer paving one-step shaping during polymer concrete pavement construction, the relationship model between vibration parameters, structure parameters and the degree of compaction is established in this paper. Based on the resonance theory, this model is integrated with a mathematical model to study the dynamic properties and the interaction mechanism between vibration mechanism and paving material during compaction. The model represents the structure parameters, vibration parameters, driving speed, degree of compaction and the interaction between them. Combining real engineering with adequate quality control technology, the pavement is finished by only one step paving. The results show that, when the vibrating frequency is greater than the optimal vibration frequency and driving speed the driving speed is less than the speed threshold as well as between 2.5~3m/min, the initial compaction degree of the paving is more than 96%. Thereby improving construction efficiency and guaranteeing the construction quality. Thus, the optimal range about vibrating frequency and speed can serve as a valuable reference for one-step shaping of thin layer paving and the dynamic model can also be used to study the compaction process of pavements during the construction.Keywords: pavement construction; thin layer paving; one-step shaping; control technology; degree of compaction
INSTRUCTIONAs we all known, polymer cement concrete is composed of cement concrete, polymer emulsion and various additives, which has good toughness, impact resistance and good construction workability. Through the composition design of polymer cement concrete, the mixture will have good construction workability and usually is used in functional layer of concrete pavement. When paving thin layer of pavement, the main construction equipment is asphalt paver which usually equipped with either tampers or vibrators, and the frequency is adjustable. Tamper is fixed in the front of the screed. The hydraulic motor drives the eccentric shaft which drives tampers vertical up-and-down movement. Vibrator is installed on screed and generates vibration force on screed. Germany VOGELE2100 paver adopted the vibration screed with single tamper and eccentric shaft vibrator or pulse beam, adjustment range of vibration frequency between 0-50Hz [1]. However, the operating performance of paver is not brought into play and the low degree of initial compaction requires for 462