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How to deal with the failure of the electronic control system of the asphalt mixing plant?

The core of the asphalt mixing plant is its electronic control system. If it has problems, it will cause a lot of trouble to use. However, in actual use, the electronic control system in the asphalt mixing plant will inevitably encounter some problems and failures. How to solve it at this time?
If only the instrument display of the electronic control system of the asphalt mixing plant is inaccurate, it means that the weighing system may be affected by external forces; or the drift error of the sensor causes the weighing zero position or weighing interval to change; it may also be caused by sensor damage.

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The core of the asphalt mixing plant is its electronic control system. If it has problems, it will cause a lot of trouble to use. However, in actual use, the electronic control system in the asphalt mixing plant will inevitably encounter some problems and failures. How to solve it at this time?
If only the instrument display of the electronic control system of the asphalt mixing plant is inaccurate, it means that the weighing system may be affected by external forces; or the drift error of the sensor causes the weighing zero position or weighing interval to change; it may also be caused by sensor damage.
In the face of similar problems, the first thing to do is to eliminate the external force of the electronic control system of the asphalt mixing plant and recalibrate the weighing zero position. If it is a weighing of multiple sensors, it is necessary to consider the unbalanced load; if it is unbalanced, a sensor may be damaged or the cable may be loose or broken. In this case, the sensor should be replaced and the cable should be checked.
Sometimes the batching accuracy of the electronic control system of the asphalt mixing plant becomes poor, which is manifested in that during the batching process, the weighing value displayed by the batching control instrument is accurate, but the weighing value of the batching does not match the set value, and the batching accuracy exceeds the allowable range.
There are many reasons for this kind of failure, including inappropriate settings of fast and slow batching; large fluctuations in feed flow leading to large changes in overshoot; large changes in dryness and humidity of materials; too large tolerance range setting value; too short delay time for over-tolerance inspection; unreasonable settings for automatic compensation and over-tolerance inspection of instrument parameters; unreasonable settings for digital filtering and batching time parameters, etc.
It is necessary to clarify the specific causes of the failure in the asphalt mixing plant in order to solve them in a targeted manner. For example, the initial overshoot should be as close to the actual value as possible; at the same time, the batching flow should be appropriately reduced to ensure the balance of dryness and humidity of the material; and the allowable deviation value should be set not to exceed the batching accuracy range; and other parameter values ??should be set reasonably.

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    Judging from the situation of highways in our country, asphalt pavement is the most used, which is one of the reasons why asphalt mixing plants have developed so rapidly. Under the situation of rapid economic development, the quality problems of asphalt pavement are gradually increasing, which puts forward higher and higher requirements for the quality of asphalt. It is understood that the primary factor that affects the quality of asphalt is the ratio of raw materials. This is also covered in the introduction of asphalt mixing stations. You can discuss it together.
    In order to obtain high-quality asphalt products, in addition to the asphalt mixing equipment meeting the requirements, selecting the appropriate asphalt mixture gradation type is also a top priority. According to my country’s current regulations, the maximum particle size of the asphalt mixture in the upper layer of the highway should not exceed half of the layer thickness; while the maximum particle size of the aggregate in the middle surface layer of asphalt mixture should not exceed two-thirds of the layer thickness; and the asphalt layer should not exceed half of the layer thickness. The maximum nominal aggregate size of the pavement structural layer mixture should not exceed one-third of the layer thickness.
    Based on this analysis, if an asphalt surface layer with a certain thickness is selected according to the above specifications, the particle size of the asphalt mixture aggregates will generally be larger, which will inevitably bring insurmountable construction difficulties to the construction of asphalt concrete pavement. After investigation, testing, analysis, and comparison, it can be seen that the lower layer has a wider choice, so the AG-201 gradation type can be used; while the selection of the upper layer mixture type is more difficult, and it is necessary to achieve a reasonable choice of this mix ratio. , on the one hand, we must examine as many aggregate resources as possible, and on the other hand, we must also consider the model of the mixing equipment.
    In order to ensure the quality of the project, strict selection and inspection of engineering materials must be carried out. Therefore, the selection and determination of raw materials should be based on the requirements for pavement structure and use quality, combined with the supply of floor materials, and inspection in accordance with the requirements of relevant test procedures, and then Select the best materials so that all technical indicators of the materials meet the specified technical requirements.