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Study on Double-Frequency Composed Vibrating Compaction Method Based on Resonance and Antifriction Principle

机译:基于谐振和防抗限制的双频组成振动压实方法研究

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For improving compaction process, a method of double-frequency composed vibrating compaction was proposed, which based on resonance and antifriction principle. The method was different from the traditional variable-frequency and variable-amplitude compaction method, which has one frequency and associated amplitude. Double-frequency composed vibrating compaction method has two different frequencies and associated amplitudes simultaneously, thus enhanced resonance and antifriction of asphalt mixture, and large amplitude oscillation was prone to deep transmission of impact energy. The results showed that double-frequency composed vibrating compaction machine got higher degree of compaction than that of traditional machine with same tonnage, 2.6% higher in surface layer and 3.1% higher at the position 15 cm far from surface. Double-frequency composed vibrating compaction method was better than traditional method in concerned with the compactness in layers, and had obviously advantage of deep compaction.
机译:为了改善压实过程,提出了一种基于谐振和抗膛原理的双频组成的振动压实方法。该方法与传统的可变频率和可变幅度压实方法不同,其具有一个频率和相关的幅度。双频组合的振动压实方法同时具有两种不同的频率和相关的幅度,从而增强了沥青混合物的共振和抗抗率,并且大的幅度振荡易于深深的冲击能量传播。结果表明,双频组成的振动压实机比具有相同吨位的传统机器更高的压实程度,表面层高2.6%,距离表面15厘米的位置高2.6%。双频组成的振动压实方法优于传统方法在涉及层压的紧凑性,并且具有深度压实的明显优势。

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