How to troubleshoot the laser signal loss fault of the concrete laser leveling machine? Can I solve it myself or do I need to find professional maintenance personnel?

  When the concrete laser leveler is working on the road surface, the temperature increase may cause some parts of the equipment to overheat, thus affecting the correct leveling effect of the equipment. So, how should the temperature of the leveler be controlled during operation? Next, let's take a look at how our company's technicians teach you how to control the temperature of the leveler during operation! First of all, controlling the temperature of the leveler is one of the keys to ensuring the quality of leveling. When the equipment is leveling, it should meet the requirements of relevant standards according to the asphalt type, grade, consistency, ambient temperature, leveling thickness, etc. . Secondly, when the construction temperature of expressways and first-class highways is lower than 10℃, and the construction temperature of other grades of highways is lower than 5℃, it is not suitable for leveling. If leveling work must be carried out, the temperature of the road leveler should be increased, and there are also low-temperature leveling requirements that meet the regulations. The material transporter must have insulation measures, and high-precision levelers should be used as much as possible to start paving, and the trade plate should be heated and leveled immediately after the pressure is applied to shorten the length of the pressure. Finally, remember that leveling should meet the requirements of relevant standards according to asphalt type, grade, consistency, ambient temperature, leveling thickness, etc., so that it is relatively simple and easy to control the temperature. 1. After completing the leveling operation, perform routine maintenance operations in accordance with the contents of the routine maintenance procedures. 2. The working devices and motion mechanisms of the leveling machine that are in direct contact with the asphalt mixture during the operation should be sprayed with diesel after the operation and then run for a period of time to remove the residual asphalt on them, so that they can operate freely and rotate flexibly. It is forbidden to spray diesel on the electronic control system and spiral wire to prevent fire when the power is turned on. 3. After leveling the fly ash soil, flush with water to flush away the white material. After flushing, use waste hydraulic oil to lubricate the active parts of the scraper conveyor chain and apply anti-rust oil to the piston rod. Be careful not to flush water to the electrical appliances and bearings to prevent short circuits and foreign objects from entering the bearings. 4. Clean and check the lifting and adjusting device of the longitudinal slope meter, and lubricate the screw with grease. Apply grease to the floating arm slide rail. Fill each oil filling point with grease until the joints overflow. For levelers with oil filling cups, observe the consumption and fill them up at any time. Have you learned all the above? If you want to know more about concrete laser levelers, please continue to pay attention to this website

Assessing the smoothness of concrete pavements through quality testing ♢♢♢♢ Introduction The smoothness of concrete pavement is one of the important indicators for evaluating its construction quality and performance. Good flatness not only improves the aesthetics of the road, but also helps ensure driving safety and extend the service life of the road. Therefore, it is crucial to inspect and evaluate the flatness quality of concrete pavement. This article aims to discuss how to evaluate the smoothness of concrete pavement through quality testing, including testing methods, evaluation standards, and improvement measures. ♢♢♢♢ Method for testing the flatness of concrete pavement 1. Ruler method The ruler method is a common method for evaluating the flatness of concrete pavement. This method uses a ruler placed on the road surface and determines the smoothness of the road surface by observing the gap between the ruler and the road surface. The larger the gap, the worse the smoothness of the road surface. The ruler method is simple and easy to implement, but it is greatly affected by human factors and requires experienced inspectors. 2. Laser scanning method The laser scanning method is an advanced flatness detection method. It uses the principle of laser ranging to scan the road surface with high precision through a laser scanner to obtain the three-dimensional topography data of the road surface. Through data processing and analysis, the smoothness index of the road surface can be obtained. The laser scanning method has the advantages of high precision and high efficiency, and is suitable for large-area, high-precision road surface smoothness detection. 3. Level method The level method uses a level to measure the elevation of each point on the road surface, and determines the smoothness of the road surface by comparing the elevation differences between adjacent points. This method has high measurement accuracy, but requires more measurement points and complex calculation processes, and the detection efficiency is relatively low. ♢♢♢♢ Evaluation criteria for concrete pavement smoothness The evaluation standards for concrete pavement flatness are usually formulated according to relevant national and regional specifications. Generally speaking, the evaluation criteria include the following aspects: 1. Maximum gap The maximum gap refers to the maximum gap value between the ruler and the road surface in the ruler method detection. According to the specification requirements, the maximum gap value should be within a certain range. If it exceeds this range, the smoothness of the road surface will be deemed not to meet the requirements. 2. Smoothness index Smoothness index is a comprehensive index obtained by counting and processing the elevation data of multiple measuring points on the road surface. This index can comprehensively reflect the smoothness of the road surface and is an important basis for evaluating the smoothness of the road surface. 3. Driving comfort Driving comfort refers to the smoothness and comfort of a vehicle when driving on the road. A well-smooth road surface should ensure the smoothness and comfort of vehicle driving and reduce vehicle wear and driver fatigue. ♢♢♢♢ Measures to improve the smoothness of concrete pavement 1. Optimize construction technology: Construction technology is one of the important factors affecting the smoothness of concrete pavement. Optimizing construction techniques, such as reasonably controlling the water-cement ratio and using efficient vibration equipment, can improve the compactness and uniformity of concrete, thereby improving the smoothness of the road surface. 2. Strengthen construction quality control: Quality control during the construction process is the key to ensuring the smoothness of concrete pavement. Construction units should strictly carry out construction in accordance with design requirements and technical specifications, and strengthen control over raw materials, construction equipment, construction techniques, etc., to ensure that construction quality meets requirements. 3. Deal with pavement defects in a timely manner: During and after construction, pavement defects, such as honeycombs, pitted surfaces, cracks, etc., should be discovered and dealt with in a timely manner. For minor defects, repair measures can be taken to deal with them; for serious defects, rework should be carried out to ensure the smoothness and flatness of the road surface. 4. Strengthen care and maintenance. Concrete pavement will be affected by natural factors and traffic loads during use, causing the smoothness of the pavement to gradually decrease. Therefore, it is crucial to strengthen the maintenance and maintenance of road surfaces. Regular cleaning of the road surface, timely repair of damaged parts, and preventive maintenance can extend the service life of the road surface and maintain its smoothness and smoothness. ♢♢♢♢ Summary and Outlook The flatness assessment of concrete pavement is a complex and important task involving multiple testing methods and evaluation standards. By rationally selecting testing methods and applying evaluation standards, the flatness of concrete pavement can be accurately evaluated, and corresponding improvement measures can be taken to improve the performance of the pavement. With the continuous advancement of science and technology and the emergence of new detection technologies, the evaluation method of concrete pavement flatness will be more accurate and efficient. In the future, we can look forward to the application of more intelligent and automated testing equipment and methods in concrete pavement flatness assessment, providing strong support for improving pavement construction quality and performance.

  – Tools and methods: Use a 2-meter ruler and a feeler gauge for measurement. Place the 2-meter ruler on the concrete surface so that it fits tightly against the ground, and then use the feeler gauge to measure the maximum gap between the ruler and the ground. For general industrial and civil building floors, the allowable flatness deviation is usually within 4-5 mm; for places with high precision requirements, such as electronic chip production workshops, precision instrument laboratories, etc., the flatness deviation requirement may be within 2-3 mm. If the measured gap is within the specified range, it means that the compaction effect of the trowel meets the quality standards in terms of flatness. – Visual inspection to assist judgment: In addition to tool measurement, it is also important to observe whether the ground has obvious waves, potholes or bulges by naked eyes. Stand at a certain distance (such as 5-10 meters) to observe the overall effect of the ground to see whether the light is reflected evenly on the ground. If the ground reflects light evenly without obvious changes in light and shadow, it usually means that the ground is relatively flat and the compaction effect is good. – Rebound hammer test: Use a rebound hammer to test the concrete surface. The rebound hammer hits the concrete surface and infers the strength of the concrete based on the rebound value, which indirectly reflects the density. During the test, multiple test points should be selected on the concrete surface (generally no less than 3 points per 10 square meters) to calculate the average rebound value. Concrete of different strength grades has a corresponding standard range of rebound values. For example, the rebound value of C30 concrete is generally between 34 and 46. If the rebound value obtained by the test is within the standard range of concrete of the corresponding strength grade, it means that the concrete density is high and the compaction effect of the trowel is good. – Core sampling analysis: In some cases with extremely high quality requirements or disputes, the core sampling method can be used. Use professional core drilling equipment to take out core samples with a diameter of usually 100-150 mm in the concrete structure. Observe the appearance of the core sample, which should be uniform in texture and without obvious pores and stratification. Then send the core sample to the laboratory for compressive strength testing and porosity analysis. The compressive strength meets the design requirements and the porosity is low (generally no more than 5% – 8%, depending on the specific project requirements), indicating that the density of the concrete meets the quality standards and the compaction effect of the trowel machine is qualified. – Visual observation: Carefully observe the trowel traces on the concrete surface. The trowel traces should be uniform and continuous, without obvious depth or interruption. If the trowel traces are uniform, it means that the pressure applied by the trowel machine to the ground during work is uniform and the compaction effect is good. For example, after the construction of a large area of ​​parking lot floor, the trowel traces on the entire floor should show a consistent texture, without local roughness or over-troweled areas. – Touch inspection: Touch the concrete surface with your hand to feel whether its smoothness and hardness are uniform. If the surface feels consistent and there is no local softness or over-hardness, it can also indicate to a certain extent that the compaction effect is uniform and meets the quality standards. – Test block test under the same curing conditions: During the concrete construction process, make test blocks that are cured under the same conditions as the actual construction concrete. At the specified age (such as 7 days, 28 days), the compressive strength of the test block is tested, and the test results are compared with the design strength grade. If the strength of the test block can reach or exceed the design strength according to the expected growth curve, it means that the compaction operation of the trowel machine has no adverse effect on the strength of the concrete, and the compaction effect meets the quality standards. – On-site rebound-core drilling comprehensive method evaluation: Combined with the rebound hammer test and core drilling sampling, the strength of the on-site concrete structure is comprehensively evaluated. The rebound hammer is used to quickly screen out areas that may be insufficient in strength, and then core drilling sampling is performed on these areas for verification. If the overall strength of the on-site concrete meets the design requirements, and the strength distribution in different areas is relatively uniform, it means that the compaction effect of the trowel machine is good and meets the quality standards.