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Basic Production Principles of Emulsified Asphalt Equipment

As a professional manufacturer of emulsified asphalt equipment, we have long been dedicated to the production and research and development of high-quality asphalt equipment. To help you gain a more comprehensive understanding of our emulsified asphalt equipment, our professionals will now provide a brief explanation, which we believe will be helpful in understanding the product.
In an asphalt-water system, emulsifier molecules migrate between the asphalt and water interface. The hydrophobic groups of the molecules adsorb to the asphalt surface, imparting an electric charge, while the hydrophilic groups enter the aqueous phase. This bonds the asphalt particles to the water, reducing the interfacial tension between the two. Furthermore, because the asphalt particles have the same charge, they repel each other, preventing them from agglomerating, thus enabling the asphalt emulsion to maintain uniformity and stability for a certain period of time. The nature of the charge is determined by the charge of the hydrophobic groups or hydrocarbon chains of the emulsifier. If the charge is negative, the asphalt particles have a negative charge, and the resulting emulsion is anionic. Conversely, the emulsion is cationic. If the asphalt particles have both negative and positive charges, the emulsion is zwitterionic; there are also non-ionic asphalt liquids.

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As a professional manufacturer of emulsified asphalt equipment, we have long been dedicated to the production and research and development of high-quality asphalt equipment. To help you gain a more comprehensive understanding of our emulsified asphalt equipment, our professionals will now provide a brief explanation, which we believe will be helpful in understanding the product.
In an asphalt-water system, emulsifier molecules migrate between the asphalt and water interface. The hydrophobic groups of the molecules adsorb to the asphalt surface, imparting an electric charge, while the hydrophilic groups enter the aqueous phase. This bonds the asphalt particles to the water, reducing the interfacial tension between the two. Furthermore, because the asphalt particles have the same charge, they repel each other, preventing them from agglomerating, thus enabling the asphalt emulsion to maintain uniformity and stability for a certain period of time. The nature of the charge is determined by the charge of the hydrophobic groups or hydrocarbon chains of the emulsifier. If the charge is negative, the asphalt particles have a negative charge, and the resulting emulsion is anionic. Conversely, the emulsion is cationic. If the asphalt particles have both negative and positive charges, the emulsion is zwitterionic; there are also non-ionic asphalt liquids.

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    Asphalt spreader is used to spread the penetration oil, waterproof layer and bonding layer of the bottom layer of asphalt pavement of high-grade highway. It can also be used for the construction of county and township highway oil roads with layered paving technology. It consists of a car chassis, an asphalt tank, an asphalt pumping and spraying system, a thermal oil heating system, a hydraulic system, a combustion system, a control system, a pneumatic system, and an operating platform.
    Knowing how to properly operate and maintain the asphalt spreader can not only extend the service life of the equipment, but also enable the construction project to proceed smoothly. So what problems should the asphalt spreader pay attention to when working? The technicians of Gaoyuan Road Construction Machinery Equipment Co., Ltd. give you tips:
    1). Before use, please check whether the position of each valve is accurate and make preparations before work. After starting the motor of the asphalt spreader, check the four thermal oil valves and the pressure gauge. After everything is normal, start the engine and the power take-off starts to work. Test the asphalt pump and circulate for 5 minutes. If the pump head shell is hot, slowly close the thermal oil pump valve. If the heating is insufficient, the pump will not turn or make noise. In this case, the valve needs to be opened to continue heating the asphalt pump until it can operate normally. During the working process, the asphalt liquid must be kept at a working temperature of 160~180℃, and it cannot be filled too full (pay attention to the liquid level pointer during the injection of asphalt liquid, and check the tank mouth at any time). After the asphalt liquid is injected, the filling port must be closed tightly to prevent the asphalt liquid from overflowing during transportation.
    2). During use, asphalt may not be pumped in. At this time, it is necessary to check whether the interface of the asphalt suction pipe is leaking. When the asphalt pump and pipeline are blocked by solidified asphalt, a blowtorch can be used for baking, and the pump must not be forced to turn. When baking, care should be taken to avoid directly baking the ball valve and rubber parts.
    3). When spraying asphalt, the car should be driven at a low speed. Do not step on the accelerator hard, otherwise it may cause damage to the clutch, asphalt pump and other components. If 6m wide asphalt is spread, pay attention to obstacles on both sides at any time to prevent collision with the spreading pipe. At the same time, the asphalt should be kept in a large circulation state until the spreading work is completed. After the work is completed every day, if there is any remaining asphalt, it must be returned to the asphalt pool, otherwise it will solidify in the tank and cannot work next time.
    4). In addition, the emulsifier must also pay attention to daily maintenance:
    1. The emulsifier and delivery pump and other motors, agitators, and valves should be maintained daily.
    2. The emulsifier should be cleaned after work every day.
    3. The speed regulating pump used to control the flow should be regularly tested for accuracy, and adjusted and maintained in time. The asphalt emulsifier should regularly check the matching clearance between its stator and rotor. When the minimum clearance specified by the machine cannot be reached, the stator and rotor should be replaced.
    4. If the equipment is out of use for a long time, the liquid in the tank and pipeline should be emptied (the emulsifier aqueous solution should not be stored for a long time), the hole covers should be tightly closed, kept clean, and the running parts should be filled with lubricating oil. When it is used for the first time or when it is used again after a long period of inactivity, the rust in the tank should be removed, and the water filter should be cleaned regularly.
    5. Regularly check whether the terminal in the electric control cabinet is loose, whether the wires are worn during shipment, and remove dust to avoid damage to the machine parts. The frequency converter is a precision instrument. Please refer to the instruction manual for specific use and maintenance.
    6. There is a heat transfer oil coil in the emulsifier water solution heating stirring tank. When injecting cold water into the water tank, the heat transfer oil switch should be turned off first, and then the switch should be turned on to heat after adding the required amount of water. Pouring cold water directly into the high-temperature heat transfer oil pipeline can easily cause the weld to crack.

    Rubber asphalt crack sealant is a heat-applied sealing material made from asphalt as a base, combined with high-molecular polymers, stabilizers, and additives. It is widely used for crack repair and expansion joint sealing in infrastructure such as roads, bridges, tunnels, and airport runways, and is one of the core materials for road maintenance. The following is a systematic analysis from six dimensions: definition and composition, core characteristics, performance indicators, construction technology, classification and application scenarios, and environmental standards:
    1. Definition and Composition
    Definition: Rubber asphalt crack sealant (also known as highway crack sealant or heated pavement sealant) is chemically modified to form an elastic network structure, possessing superior sealing performance. It can prevent moisture and debris from penetrating cracks, protecting the pavement structure.
    Composition: Base asphalt provides basic adhesion and waterproofing; high-molecular polymers (such as SBS and rubber powder) impart elasticity and durability; stabilizers and additives improve construction performance (such as anti-aging and corrosion resistance) and storage stability.
    2. Core Features
    Sealing and Bonding: Strong adhesion ensures a tight bond with crack walls, remaining intact even with cold contraction/thermal expansion; excellent waterproof performance, does not peel off when wet.
    Weather Resistance: Does not flow or stick to wheels at high temperatures (softening point 90-120℃); does not crack at low temperatures (-40℃), adapting to seasonal thermal expansion and contraction.
    Elasticity and Durability: High elasticity adapts to road surface expansion and contraction, strong aging resistance, does not oxidize and harden with long-term use; resistant to acid, alkali, and salt corrosion, strong resistance to water damage.
    Convenient Construction: Becomes a flowing colloid after heating to 180-204℃, allowing for rapid pouring; curing time 30-60 minutes, quick reopening to traffic, low maintenance costs.

    Construction Condition Assessment
    Base Layer Moisture Control
    1. The base layer surface must be completely dry, without standing water or water accumulation.
    After rain, the base layer must be drained to ensure no standing water.
    The moisture content of the base layer must be controlled below 5%. Drying can be accelerated using a blower or natural air drying.
    Low-lying areas with standing water must be filled to prevent the mixture from coming into contact with water and causing delamination.
    Ambient Temperature Requirements
    1. The ambient temperature for construction must meet the specifications.
    The construction temperature for expressways and Class I highways must not be lower than 10℃.
    The construction temperature for other highway grades must not be lower than 5℃. Paving should not be carried out during cold seasons or when rapid compaction cannot be guaranteed due to strong winds and temperature drops.
    Weather Condition Assessment
    1. Ensure there is no rainfall during construction.
    Closely monitor the weather forecast before construction and schedule construction during periods without rain.
    Construction should not be carried out within 24 hours after rain; wait until the base surface is completely dry.
    Special measures must be taken when the relative humidity is higher than 80%.
    Key Points for Construction Preparation
    Material Selection and Treatment
    1. Select water-resistant materials
    Preferably use modified emulsified asphalt-based cold mix
    Cement (1%–2%) can be added to improve water stability
    Aggregates must be clean, dry, and have a moisture content ≤3%
    2. Material Storage Requirements
    Cold mixes should be stored in sealed containers to prevent moisture absorption and clumping. Emulsified asphalt in drums must be protected from rainwater infiltration. Sufficient rainproof materials such as plastic sheeting and rain shelters should be stocked. Equipment Commissioning and Preparation

    We need to prepare a lot of work when using modified asphalt equipment. What kind of work do we need to prepare? Next, let me briefly introduce the relevant knowledge points.
    1. Heat transfer oil heats and insulates the modified asphalt equipment and nozzle. After spraying, the asphalt pump and nozzle do not need to be cleaned with diesel. Use high-pressure air to press the asphalt in the pipeline and spray pipe back to the tank, and then blow the nozzle; use heat transfer oil to keep warm, so that the pipeline and nozzle are smooth and unobstructed. 2. Various asphalts can be spread: high-viscosity asphalt, hot asphalt, emulsified asphalt, etc.; the spreading width can be freely adjusted, each nozzle can be controlled separately, and the maximum spraying width is up to 6m. Flexible handheld spray guns can be used to spray asphalt on corners. 3. Excellent thermal insulation performance, average cooling ≤1-2℃/h. 4. Convenient loading and unloading function. In addition to filling asphalt from the asphalt tank port, hot asphalt can be sucked out by itself, and external asphalt can also be pumped and transferred. 5. The modified asphalt equipment is evenly spread, and the nozzle design can be used for triple overlapping spraying.
    The above are the relevant knowledge points of modified asphalt equipment. I hope the above content can be helpful to everyone. Thank you for your viewing and support. More information will be sorted out for you later. Please pay attention to our website updates.

    Cold-mix colored asphalt, this new type of colored asphalt pavement, is truly a great product! It’s not only anti-skid, noise-reducing, and anti-fogging, but also particularly environmentally friendly, significantly improving road surface smoothness. In comparison, hot-mix asphalt seems more traditional. So, what are the differences between them? Let’s take a look!
    Major Differences in Raw Materials
    First, the binder in cold-mix colored asphalt is a modified cold-mix binder, which is liquid under normal conditions. Hot-mix colored asphalt oil, on the other hand, is solid and only becomes liquid after heating. This determines the differences in their production processes and usage methods.
    Differences in Production Processes
    Modified cold-mix binder is liquid and can be directly mixed with cold aggregates. Hot-mix asphalt oil and aggregates, however, need to be heated to a certain temperature before mixing. This heating process requires specialized equipment and time!
    Major Differences in Construction Methods
    The construction of cold-mix colored asphalt is not limited by temperature; it can be mixed, spread, and leveled on-site, and finally polished with a grinder. Hot-mix asphalt construction is limited by temperature and time, requiring compaction with pavers and rollers. This process demands a professional team!
    Cure Time Differs Significantly
    Cold-mix asphalt pavements typically require only 1-3 hours of curing time, after which they can be opened to traffic. Hot-mix asphalt pavements, however, require 24 hours of curing time, and traffic should be avoided for at least one day. Therefore, if you are in a hurry, cold-mix asphalt may be more suitable!
    Service Life Differs Significantly
    Cold-mix asphalt pavements generally last 1-3 years. Hot-mix colored asphalt, due to the addition of colorants, will fade after six months. Therefore, if you prioritize aesthetics and durability, hot-mix asphalt may be more suitable.
    In summary, both cold-mix and hot-mix asphalt have their advantages and disadvantages; the choice depends on your specific needs and environmental conditions. Hopefully, this article has helped you better understand the differences between these two types of asphalt!

    We should select products that meet the specifications, and we should not select raw materials that do not meet the specifications. The other thing is the operation technology of asphalt heating equipment. Skilled operation technology is the most important, and training is required before taking up the post.
    In recent years, with the continuous development of various industries, the production of various equipment including modified asphalt equipment has been further developed and applied. Professionals introduced that in the process of using modified asphalt equipment for production, the terminal control system implements full automatic control of medium weight, working temperature, working flow, valve opening and closing, etc., thereby ensuring the quality of modified asphalt and greatly improving production efficiency. Now Shandong Duxiu Factory will explain the operating advantages of modified asphalt equipment to customers:
    The base asphalt is heated to 150-170℃ in the rapid heating tank and then enters the blending tank to mix with the modifier fed in through the feeding device. The asphalt pump at the bottom of the blending tank then sends it to the colloid mill for high-speed grinding and shearing, so that the modifier and base asphalt are fully dissolved in extremely small particles, thereby improving the various properties of the asphalt. The finished modified asphalt after high-speed shearing and grinding enters the finished product development tank at the rear for direct use.

    Asphalt is widely used in road construction, primarily for paving. Its advantages include the following:
    Good adhesion: It bonds firmly with aggregate, tightly binding aggregate particles together to form a stable pavement structure that effectively resists damage from vehicle loads and natural factors.
    Good waterproofing: Asphalt is impermeable, preventing rainwater from penetrating the pavement structure, protecting the roadbed and base layer from water erosion, and extending the service life of the road.
    High smoothness: The paved road surface has good smoothness, providing a smooth driving surface for vehicles, reducing bumps and vibrations during driving, and improving driving comfort.
    -Excellent skid resistance: Through the appropriate selection of aggregates and mix design, asphalt pavements can achieve excellent skid resistance, ensuring sufficient friction for vehicles in both wet and dry conditions, ensuring safe driving.
    Easy to repair: Local damage is easy to repair, and can be repaired using hot or cold patching methods. The repaired pavement adheres well to the original surface and can be quickly restored to service. Convenient Construction: Asphalt pavement construction is relatively simple and can be quickly paved using mechanical equipment such as pavers. Traffic can be reopened relatively quickly after construction, minimizing impact on traffic.
    Good Noise Reduction: Compared to cement concrete pavement, asphalt pavement effectively absorbs vehicle noise, reducing traffic noise pollution and improving the surrounding environment.

    Bitumen drum decanter plant is commonly used in road construction projects. Its operation involves several steps, and the following is a detailed user guide:
    Equipment Preparation and Inspection: Before use, ensure the Bitumen drum decanter plant is in good condition. Check all components for damage, especially the clamping device and transmission system.
    Place the bitumen drum in the designated stable position on the equipment, ensuring the drum is stable and preventing tipping or slippage during operation.
    Bitumen Drum Inspection and Temperature Control: Open the sealed cap of the bitumen drum and carefully check the quality and temperature of the bitumen. The temperature of the bitumen has a significant impact on its fluidity and drum unloading effect.
    Use a professional thermometer to measure the temperature of the bitumen, ensuring it is within the safe operating range. Excessive bitumen temperature may damage the equipment and pose a risk of burns to operators.
    Equipment Adjustment and Matching: Adjust the height and angle of the drum decanter machine according to the diameter and height of the bitumen drum to achieve a perfect match. This step is crucial for ensuring a smooth drum unloading process.
    Ensure the drum unloader’s clamping device fits snugly against the edge of the bitumen drum to provide sufficient clamping force.
    Clamping and Unloading Operation: Open the drum unloader’s clamping device and carefully place the jaws into the bitumen drum. Ensure the jaws make full contact with the drum wall for a stable clamping effect.
    Slowly move the drum unloader’s jaws upwards until they firmly grip the edge of the bitumen drum. Maintain even force during clamping to avoid damaging the bitumen drum.
    Activate the drum unloader’s transmission system to slowly raise the bitumen drum. When the bitumen drum is completely off the ground, continue raising it to an appropriate height for subsequent bitumen pouring or processing.

    The surface tension of asphalt and water varies greatly, and asphalt and water will not mix at room temperature or high temperatures. However, when the emulsified asphalt is subjected to high-speed mechanical centrifugation, shearing, and impact, it forms particles with a size of 0.1-5 microns and disperses them into a water medium containing a surfactant (emulsifier stabilizer). Because the emulsifier adsorbs on the surface of the emulsified asphalt particles, it reduces the interfacial tension between water and asphalt, allowing the asphalt particles to be dispersed in the surfactant-containing water medium (forming a stable dispersion in the water). Emulsified asphalt equipment produces an oil-in-water emulsion. The dispersion is brown, with asphalt as the dispersed phase and water as the continuous phase, and has good fluidity at room temperature.
    Precautions for Using Emulsified Asphalt Equipment
    1. Before spraying, the equipment must be checked for correct valve position. The hot asphalt added to the emulsified asphalt equipment must be operated within the temperature range of 160-180°C. The heating device can be used for long-distance transportation or long-term operation, but it cannot be used as an oil melting furnace.
    2. When using a burner to heat asphalt in an emulsified asphalt plant, the asphalt level must exceed the upper surface of the combustion chamber, otherwise the combustion chamber will burn out. The emulsified asphalt plant must not be overfilled. The oil filler cap must be tightened to prevent asphalt spillage during transport.
    4. When using the front control console, the switch should be set to front control. In this case, the rear control console can only control the nozzle raising and lowering.

    Bitumen decanter equipment can be placed in a complex system as an independent unit, replacing the existing heat source de-barreling method, or in parallel as a core component of a large set of equipment, or it can work independently to meet the requirements of small-scale construction operations.
    The Sinoroader bitumen decanter device is mainly composed of a de-barreling box, a lifting mechanism, a hydraulic thruster and an electrical control system. The box is divided into two chambers, the upper chamber is a barreled bitumen melting chamber, and heating coils are evenly distributed around it. The heating pipe and the bitumen barrel mainly exchange heat in a radiation manner to achieve the purpose of bitumen de-barreling. Several guide rails are the tracks for the bitumen barrel to enter. The lower chamber is mainly to continue heating the bitumen removed from the barrel to make the temperature reach the suction pump temperature (100℃), and then the asphalt pump is pumped into the upper chamber. At the same time, an empty barrel is pushed out at the rear end outlet. There is also an oil tank on the platform at the entrance of the asphalt barrel to prevent the dripping bitumen from flowing out.
    The inlet and outlet doors of the device adopt a spring automatic closing mechanism. The door can be automatically closed after the asphalt barrel is pushed in or out to reduce heat loss. A temperature gauge is installed at the asphalt outlet to observe the asphalt outlet temperature. The electrical control system can control the opening and closing of the hydraulic pump and the reversing of the electromagnetic reversing valve to realize the advance and retreat of the hydraulic cylinder. If the heating time is extended, a higher temperature can be obtained. The lifting mechanism adopts a cantilever structure. The bitumen barrel is lifted by an electric hoist, and then moved horizontally to place the bitumen barrel on the guide rail. A temperature gauge is installed at the outlet of the asphalt meltering equipment to observe its outlet temperature.

    1. Various Methods and Precautions for Repairing Cracks in Asphalt Pavements
    Asphalt pavements are widely used in many areas due to their durability and cost-effectiveness. However, as these pavements age, cracks or potholes inevitably develop. To ensure the continued use and safety of the pavement, mastering the methods for repairing cracks in asphalt pavements is crucial. Below, we will explore this topic in depth.
    1. For minor cracks, approximately 2 mm in width or less, in warm weather, spraying and pressing asphalt can be used to repair the cracks. In cooler weather, an emulsified asphalt seal coat is recommended. Furthermore, to further improve the smoothness of the pavement, asphalt can be applied along the crack path in warm weather; in cooler weather, cationic asphalt can be used.
    2. For cracks wider than 2 mm, modified asphalt can be injected and then compacted with coarse sand to ensure effective repair.
    Before beginning asphalt pavement repair work, the first step is to remove dust and debris from the cracks to ensure the filler material effectively bonds to the gap. Subsequently, liquefied gas can be used to heat the cracks, which not only softens the asphalt but also increases its viscosity, thereby enhancing the repair effect. The choice of filling material should be based on the actual situation. Commonly used filling materials include cold-filled joint sealants, which penetrate deep into the roadbed and set quickly, making them ideal for asphalt pavement repairs.
    2. Analysis of Causes of Asphalt Pavement Cracking:
    Asphalt pavement cracking is a complex issue, and its causes may involve multiple factors. First, material properties are a key factor, including the properties of the asphalt itself and the mix ratio of the mixture. Second, environmental factors such as temperature fluctuations, humidity differences, and ground movement can also affect the pavement. Furthermore, traffic loads are a significant cause of pavement cracking. When repairing asphalt pavements, understanding these cracking causes is crucial for implementing effective repair measures.
    3. Causes of Transverse Cracks
    Transverse cracks are common in asphalt pavements and can be caused by a variety of factors. For example, adverse weather conditions during construction, such as excessively low temperatures or high humidity, can cause the asphalt surface to shrink too quickly, generating tension and forming cracks. On the other hand, improper construction practices can also cause such problems.
    4. Causes of Longitudinal Cracks
    Longitudinal cracks in asphalt pavements are also a serious concern. Their formation is often related to a variety of factors. First, poor material quality, including the use of substandard asphalt mixtures, can be a key factor. Second, substandard compaction practices can lead to uneven pavement structure, which can cause cracks. Furthermore, issues such as excessively deep side ditches or improper cold joint treatment can also contribute to longitudinal cracks.
    5. Network Cracks
    Network cracks in asphalt pavements are often associated with low temperatures and freezing water intrusion in northern China. Insufficient mixing time for the mixture, aging of the asphalt due to expiration, or loosening of the pavement interlayer, resulting in insufficient overall pavement strength, can also contribute to the initial formation of network cracks, which then gradually expand.
    Summary: This article introduces methods for repairing cracks in asphalt pavements and their causes. We hope this information will provide practical assistance to those facing these challenges. For further information, please stay tuned to the latest developments in highway maintenance technology.