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振動(dòng)壓路機(jī)的使用工況是怎樣的?

來源:http://www.cpssc145.com/ 日期:2021-10-07 發(fā)布人:
振動(dòng)壓路機(jī)是利用其自身的重力和振動(dòng)壓實(shí)各種建筑和筑路材料。在公路建設(shè)中,振動(dòng)壓路機(jī)適宜壓實(shí)各種非粘性土壤、碎石、碎石混合料以及各種瀝青混凝土而被廣泛應(yīng)用。下面為大家介紹一下振動(dòng)壓路機(jī)的使用工況。
Vibratory roller uses its own gravity and vibration to compact various building and road building materials. In highway construction, vibratory roller is widely used because it is suitable for compacting all kinds of non cohesive soil, gravel, gravel mixture and all kinds of asphalt concrete. Next, let's introduce the service conditions of vibratory roller.
在碾壓瀝青混凝土路面時(shí),應(yīng)根據(jù)混合料的攤鋪厚度選擇壓路機(jī)的重量、振幅及振動(dòng)頻率。通常,在鋪層厚度小于60mm的薄鋪層上,使用振幅為0.35-0.60mm的2-6t的小型振動(dòng)式壓路機(jī),這樣可避免出現(xiàn)堆料、起波和損壞骨料等現(xiàn)象;同時(shí),為了防止瀝青混合料過冷,應(yīng)在攤鋪之后緊跟著進(jìn)行碾壓。對(duì)于厚度大于100mm的厚鋪層,應(yīng)使用高振幅(可高達(dá)1.0mm)、6-10t的大中型振動(dòng)式壓路機(jī)。
When rolling the asphalt concrete pavement, the weight, amplitude and vibration frequency of the roller shall be selected according to the paving thickness of the mixture. Generally, a small vibratory roller of 2-6t with an amplitude of 0.35-0.60mm is used on a thin pavement with a pavement thickness of less than 60mm, so as to avoid stacking, wave and damage to aggregate; Meanwhile, in order to prevent the asphalt mixture from being too cold, it shall be rolled immediately after paving. For thick layers with thickness greater than 100mm, large and medium-sized vibratory rollers with high amplitude (up to 1.0mm) and 6-10t shall be used.
1、對(duì)于巖石填方壓實(shí),應(yīng)選用大噸位壓路機(jī),以便使大型塊料發(fā)生位移;
1. For rock filling and compaction, large tonnage roller shall be selected to displace large blocks;
2、對(duì)于粘土的壓實(shí),使用凸塊搗實(shí)式壓路機(jī);
2. For the compaction of clay, use bump tamping roller;
3、對(duì)于混合料的壓實(shí),選擇振動(dòng)式壓路機(jī),以便使大小粒料摻和均勻;
3. For the compaction of the mixture, the vibratory roller shall be selected to mix the large and small aggregates evenly;
4、深層壓實(shí)宜采用重型振動(dòng)壓路機(jī)慢速碾壓,淺層則應(yīng)選用靜力作用式壓路機(jī)。
4. Heavy vibratory roller shall be used for slow compaction in deep layer, and static roller shall be used in shallow layer.

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