Introducing laser leveling machines to solve the difficulties in shale gas platform construction

  – Material inspection: Make sure that the mix ratio of concrete meets the construction requirements. For laser leveling machine construction, the slump of concrete is generally recommended to be between 12 and 18 cm, so that the concrete has good fluidity and is convenient for the leveling machine to operate. For example, in the construction of large factory floors, the slump of concrete should be tested in advance to avoid affecting the leveling effect due to inappropriate slump. – Base treatment: The ground base needs to be solid and flat. If there are uneven areas on the base, the thickness of the concrete will be uneven, affecting the final flatness of the ground. Therefore, before construction, the base should be cleaned and repaired, debris, dust, etc. should be removed, and potholes should be filled.   – Vibration link: After the concrete is laid, before using the laser leveling machine, you can use a vibrating rod for preliminary vibration to make the concrete more compact. But pay attention to the vibration time and depth to avoid excessive vibration causing concrete segregation. During the vibration process, it should be coordinated with the construction sequence of the laser leveling machine. Generally, the leveling operation should be carried out as soon as possible after vibration. – Leveling operation: When the laser leveling machine is used for concrete floor construction, the parameters of the equipment should be adjusted according to the design elevation and slope requirements of the ground. During the construction process, the walking speed of the machine should be uniform, avoiding too fast or too slow. Too fast speed may cause insufficient flatness of the ground, and too slow speed will affect the construction efficiency. At the same time, pay attention to the height and angle of the scraper to ensure that the concrete surface is flat and smooth.   – Moisturizing maintenance: After the concrete is leveled, moisturizing maintenance should be carried out in time. Plastic film, straw mats, etc. can be covered on the surface to prevent the concrete from cracking due to excessive evaporation of water. The maintenance time is generally not less than 7 days. In hot weather or dry environment, the maintenance time should be appropriately extended. – Temperature control: The temperature of asphalt material is crucial to the construction quality. During construction, the temperature of hot-mix asphalt mixture should meet the requirements of construction specifications. Generally, the exit temperature of ordinary asphalt mixture is between 140 and 165℃. If the temperature is too low, the asphalt mixture will become viscous, which is not conducive to the construction of the leveling machine; if the temperature is too high, it will accelerate the aging of asphalt. – Base treatment: Similar to concrete floors, the base of asphalt floors also needs to be solid and flat. At the same time, the base must be kept dry, because if there is moisture in the base, after the asphalt is paved, the evaporation of moisture will cause hollowing and cracking problems in the asphalt pavement.   – Paving uniformity: During the asphalt paving process, the asphalt mixture must be spread evenly. When the laser leveling machine is in operation, pay attention to controlling the pressure of the scraper to avoid excessive pressure that causes excessive extrusion of the asphalt mixture, affecting its density and surface flatness. – Joint treatment: In asphalt floor construction, joint treatment is a key link. When using a laser leveling machine for multi-width paving, the longitudinal joints between the two widths must be handled well. Generally, the hot joint method can be used, that is, a certain width (generally 10-20cm) of the first paved asphalt mixture is left unrolled for the time being, as the reference surface for the later paving part, and then the joint is leveled with a leveler so that the two asphalt pavements can be well connected.   – Compactness inspection: After the asphalt floor construction is completed, the compaction of the ground should be checked. Nuclear density meters and other equipment can be used for testing to ensure that the compaction meets the design requirements. If the compaction is not enough, the asphalt floor will cause rutting and other diseases during use. – Stone selection and processing: Select stones with uniform size specifications and good flatness. Before paving, the back of the stone should be cleaned to remove dust, impurities, etc., and appropriate back coating can be performed to enhance the bonding between the stone and the base. – Base preparation: The base needs to have sufficient strength and stability, and cement mortar is generally used as the base material. The flatness error of the base layer should be controlled within a small range to provide a good foundation for stone laying.   – Laying accuracy: When using a laser leveler to assist in laying stones, the laying height and levelness of the stones should be accurately controlled. Since the stone itself is heavy, the leveler should be careful to avoid collision with the stone during operation to prevent the stone from breaking or shifting. For large-sized stones, multiple people may be required to cooperate in the construction and use the leveler for fine-tuning. – Use of bonding materials: When laying stones, the bonding materials (such as cement mortar or special stone glue) should be applied evenly and the thickness should be moderate. The laser leveler can be used to check the flatness of the stone after laying. For uneven stones, adjustments can be made before the bonding materials solidify.   – Cleaning and protection: After the construction is completed, the stains and bonding material residues on the stone surface should be cleaned in time. And the stone surface can be protected, such as applying protective agents, to prevent the stone from being polluted and eroded, and extend the service life of the stone floor.

    In large-scale concrete floor projects such as industrial plants, logistics and warehousing centers, and large underground garages, joint treatment is the core link that determines the stability and service life of the floor structure. Conventional construction joints, due to their insufficient strength and weak resistance to deformation, are prone to problems such as misalignment, warping, and chipping, which seriously affect the load-bearing performance and functional use of the floor. As a specialized component specifically designed to address such issues, the structural design and application logic of armor joints are of crucial significance for enhancing the quality of floor engineering. Armor joint (also known as armor joint, armored joint, Bama joint, Ba Ma joint, zebra joint) is a composite structural component specially designed for strengthening the joint body of concrete floors. It is usually composed of high-strength metal substrates (such as galvanized steel plates, stainless steel plates, aluminum alloys, etc.), elastic sealing components (EPDM rubber strips, butyl rubber gaskets, etc.) and positioning and fixing systems (shear plates, anchor fasteners, support components). The edge of the seam is a straight metal/composite material cross-section. The upper and lower edges of the seam opening are flush with the ground/wall, without any additional curvature or inclination Angle, and the shape is simple. The edge of the seam is inclined to one side (the slope is usually 3°-5°), or both sides are beveled, forming a groove shape that is "low in the middle and high on both sides". It is advisable to pair it with more metal covers (such as stainless steel and galvanized steel plates). The top adopts an S-shaped curved surface design, formed by stamping steel plates. Combined with the force transmission plate and the telescopic sheath sleeve, it can achieve free expansion and contraction in both longitudinal and transverse directions. Triangular rib design: Triangular reinforcing ribs are welded on the outside of the steel plates of the sub-compartments to enhance the overall rigidity. Thick thrust plate: The thickness of the thrust plate can be selected from 6 to 12mm (material Q355), and it is suitable for heavy-duty areas above 80kN/m². Customized according to the diameter of the column, it is fixed with single-sided support, and the steel plates of the compartments surround the column to form a circular joint. The top edge guard is a flat steel plate, which is cut in the middle along a trapezoidal toothed curve, and the lower part is a punched and bent compartment steel plate and a sawtooth-shaped fixed plate. Cross-shaped, T-shaped, Y-shaped and other combined designs: They are used for the cross-connection of multiple Armor joints. For instance, a cross-shaped node Armor joint can simultaneously connect four straight seams. A stainless steel drainage ditch is integrated at the bottom of the Armor joint, and it is designed in an integrated manner with the steel plate of the compartment. The force transmission plate and the sheath are connected by sliding, allowing the floor to expand and contract freely when the temperature changes. Isolation joint: Also known as "structural separation joint", it is mainly used to achieve physical isolation between the concrete floor and the surrounding building structure. The applicable scenarios are the junctions between the floor and non-floor structures such as walls, reinforced concrete columns, equipment piers and abutments, and embedded part foundations. It separates two structures with different shrinkage coefficients and different load-bearing characteristics through joints, avoiding floor cracking caused by uncoordinated structural deformation. Elastic sealing materials (such as polyurethane sealant) are usually used for filling to ensure the separation effect and water resistance. Cutting joint: Also known as "shrinkage control joint", it is a preset joint body set up to address the problem of irregular cracks that are prone to occur after large-scale concrete pouring. The construction time is after the initial setting of the concrete and before the final setting (usually 24-48 hours after pouring, specifically adjusted according to the strength grade of the concrete). It is cut into shape with a special cutting machine, and the joint depth is usually 1/3 to 1/2 of the floor thickness. The joint spacing is determined according to the strength of the concrete and the ambient temperature (generally 4-6 meters). Its core function is to guide the concrete shrinkage stress to be concentrated and released at the preset joint, avoiding random cracks in the floor. Construction joint/partition joint: A construction joint is a temporary joint set at a preset position due to the excessive area of the floor pouring and the inability to carry out continuous construction at one time, used to divide the pouring sections. The partition joint is a permanent joint body that divides a large area of the floor into fixed-sized partition blocks to control the shrinkage and deformation of the floor in the long term. Essentially, both are "secondary pouring interfaces" of concrete. Such joints, due to the low bonding strength of the concrete joint surface and the uneven distribution of aggregates, have become weak links in the floor structure and are high-risk areas for diseases. Combining the characteristics of concrete structures with the force logic of the floor, the core reasons can be attributed to two points: The construction joint serves as the interface between two concrete pours. Due to the influence of the pouring interval time, the strength development of the concrete poured before and after is not synchronized, and the bonding force at the joint surface is insufficient. When the floor is subjected to vehicle rolling and equipment loads, the blocks on both sides of the joint body are prone to relative displacement, resulting in misalignment (height difference) or warping deformation. After the construction joint is opened, the concrete around the joint is prone to settlement of the internal aggregates under the action of vibration loads (such as vehicle passage and equipment operation), resulting in the separation of mortar and aggregates, and the density and strength of the concrete at the joint decrease. When the load exceeds the load-bearing limit of the joint concrete, edge cracking, corner chipping and other damages are prone to occur, and the damage will gradually expand after it occurs, affecting the structural stability of the entire silo block. Due to the inherent defects of construction joints, in projects with high requirements for the load-bearing capacity and durability of the floor, the use of armored joints has irreplaceable technical value. The metal frame of the armored joint can directly form a rigid connection with the concrete on both sides of the joint body, evenly transmitting the concentrated load at the joint to the surrounding floor, avoiding misalignment and warping caused by concentrated load. Meanwhile, the flexural and compressive properties of the metal substrate can effectively protect the joint concrete and prevent edge chipping caused by aggregate settlement. The elastic sealing components of the armored joint can accommodate the shrinkage deformation of the concrete floor (usually adaptable to ±5mm displacement) and slight settlement of the foundation. This not only prevents the joint from being cracked due to deformation but also ensures sealing performance, preventing oil stains and rainwater from seeping into the foundation. Traditional construction joints need to be repaired on average every 3 to 5 years (such as removing damaged concrete and refitting sealant), and in severe cases, local rework is required. The armored seam, with the anti-corrosion performance of the metal substrate (galvanization, anodizing treatment) and the aging resistance of the sealing components, can have a service life of 15 to 20 years, significantly reducing the frequency and cost of later maintenance. The layout of the armor joints should be determined comprehensively in combination with the floor structure form, load characteristics and usage scenarios. The core should follow the following five technical principles to ensure the effective performance of its functions: Arrange the Armor joints laterally along the load-bearing columns to divide the floor into independent compartments. The size of each compartment must be strictly controlled within 30m×30m. Exceeding this size will cause the shrinkage stress of the concrete to exceed the bearing limit of the armor joint, which is prone to cause cracking in the middle of the silo block. It is strictly prohibited to arrange Armor joints along the direction of directional main channels (such as forklift channels in logistics warehouses and entry and exit lanes in garages) – to prevent vehicle tires from long-term rolling along the seam opening, accelerating the wear of sealing components and deformation of the seam opening. It can be arranged perpendicularly to the direction of the passage to ensure smooth vehicle passage. The length-to-width ratio of floor compartments should be controlled within 1:1.5. If the aspect ratio is too large (such as 1:2 or above), the warehouse blocks are prone to torsional stress due to unidirectional contraction, which may lead to the failure of the Armor joint sealing assembly or the deformation of the metal frame. When armor joints encounter reinforced concrete columns, walls, equipment foundations and other structural bodies, a avoidance distance of 50-100mm should be reserved to prevent the deformation of the structural body and the floor from interfering with each other, which may cause the joint to be squeezed and damaged. Regardless of whether the floor adopts the form of soil foundation bearing or pile foundation bearing, PE sliding film must be laid at the contact surface between the floor and the foundation as well as the contact surface between the floor and the pile cap. PE sliding film can reduce the adhesion between concrete and the base layer, prevent floor cracking caused by foundation settlement, and at the same time provide a stable positioning reference for armor joints, ensuring installation accuracy. In line with the requirements of engineering applications, compared with traditional construction joints and cutting joints, armored joints have the following irreplaceable functional advantages: The metal frame can withstand a uniformly distributed load of 3-5 tons per square meter, making it suitable for high-frequency load scenarios such as heavy-duty forklifts and freight vehicles. The concrete at the joint will not crack due to concentrated loads. It can accommodate ±5mm contraction displacement of concrete floors and ±3mm settlement displacement of the foundation. The elastic sealing components expand and contract synchronously with the deformation, always maintaining the sealed state of the joint. The metal frame forms a "rigid constraint" on the concrete around the joint, preventing aggregate settlement and mortar loss caused by vibration, and fundamentally solving the problems of chipped edges and broken corners. It can be adapted to different types of foundation floors such as soil foundation and pile foundation, and achieve precise fixation in combination with PE sliding film. The installation process is seamlessly connected with the floor pouring procedure, without the need for additional complex processes. The metal substrate undergoes anti-corrosion treatment (galvanizing, anodizing), featuring strong weather resistance and rust resistance. The sealing components are made of anti-aging rubber material, with a service life of over 15 years, significantly reducing the later maintenance cost of the floor. When installing expansion joints, it is essential to meet the requirements of the floor design for levelness and straightness. During the installation process, a level should be used for inspection to ensure that they are precisely vertical in the vertical direction. The force transmission plate should be kept level so that it can slide freely within the plastic sheath when the floor expands and contract freely without generating resistance. In addition, a laser or optical level should also be used for level control and inspection. Step 1 Use nylon thread to position the designed expansion joint. With the assistance of the installation bracket, the straightness and levelness of the Armor joint are adjusted using an optical level until the design value is reached. Step 2 Start installation from the column or wall, and the Armor joint can only be fixed on one side. Use short-threaded steel bars with a diameter of 12 to 14mm to drive into the foundation on one side of the armor joint. Drive two fixed steel bars into each support position, and then weld the armor joint to the fixed steel bars with short steel bars with a diameter of 12mm to 14mm. Step 3 On the first day, pour the unsupported side. The next day, remove the supports and cut off the fixed reinforcing bars above the base layer (to prevent the floor and foundation from being locked and unable to expand or contract freely due to the presence of the fixed reinforcing bars). And pour the concrete on the other side of the armor joint. Step 4 When the curing period of the concrete is over, the edge steel of the armor joint will be gradually and naturally pulled apart. After the contraction stabilizes, remove the garbage in the joint, then fill the elastic adhesive, clean and protect the construction site, and cure for more than 3 days. As a key component for enhancing the quality of concrete floor engineering, the application value of armor joints lies not only in solving the disease problems of traditional joints, but also in improving the long-term stability and load-bearing reliability of the floor structure through standardized structural design and standardized layout principles. For engineering practitioners, it is necessary to strictly follow core principles such as "control of compartment size, reasonable avoidance of passageways, and avoidance of structural structures", and select models in combination with the usage scenarios of the floor and the conditions of the foundation. Only in this way can the technical advantages of the armor joint be fully exerted, and the construction quality and full life cycle value of the floor project be fundamentally improved.   Note: The parameters provided in this document are for reference only and are not mandatory. Due to differences in technical characteristics between different brands and models of laser levelers, please consult the manufacturer for a suitable solution before actual operation. This reference document assumes no responsibility for any issues arising from failure to follow the manufacturer's instructions.    

– Using laser leveling technology, the laser transmitter generates a precise and stable plane reference. The laser receiver is installed on the leveling machine to sense the deviation in real time, so that the leveling machine automatically adjusts the scraper height to ensure that the floor flatness error is extremely small, which can generally be controlled within ±1.5mm, and can meet the needs of high-end industrial plants, electronic chip manufacturing workshops and other places with strict requirements on flatness. – Optimize the concrete mix ratio, add appropriate amounts of expansion agents, fibers and other admixtures, reduce the shrinkage stress during the hardening process of concrete, and cooperate with the carefully designed construction process, so that the floor does not need to set expansion joints in a large area, which is not only beautiful but also reduces the later maintenance cost, and avoids the accumulation of dust and debris caused by cutting seams. – In the initial setting stage of concrete, wear-resistant materials such as corundum and metal aggregates are evenly spread, and a special trowel is used to closely combine with the floor to form a hard and wear-resistant surface layer. The wear resistance can be several times higher than that of ordinary concrete floors. It is suitable for places with frequent wear and tear such as heavy traffic areas, warehouses, and logistics centers. – From base treatment, concrete pouring, leveling to wear-resistant material spreading, troweling and finishing, the processes are closely connected and completed in one go, avoiding the problem of poor interlayer bonding caused by layered construction, improving the overall strength and durability of the floor, and reducing the construction period. It can usually shorten the construction period by 1/3 – 1/2 compared with traditional processes. Applicable to indoor and outdoor concrete floor projects with large areas and high requirements for flatness and wear resistance, such as various large industrial plants, logistics storage centers, airport terminals, exhibition halls, parking lots, etc., especially suitable for places where obvious expansion joints are not expected to affect the appearance or use function. – The laser transmitter emits a rotating laser beam to form a high-precision horizontal control surface. The laser receiver installed on the leveling machine continuously captures the laser signal, compares the actual elevation of the floor with the laser plane benchmark, and transmits the generated deviation signal to the control system. The control system drives the hydraulic actuator of the leveling machine to adjust the scraper, vibrator and other components in real time to accurately level and vibrate the concrete to achieve high-precision leveling. – On the one hand, by optimizing the concrete mix ratio, selecting low-hydration hot cement, adding an appropriate amount of expansion agent (such as calcium sulfoaluminate expansion agent) to compensate for concrete shrinkage, adding polypropylene fiber to enhance concrete toughness and inhibit the generation of microcracks; on the other hand, during the construction process, strictly control the concrete pouring temperature, vibration method and curing conditions, reasonably arrange the construction sequence, reduce the temperature difference between the inside and outside of the concrete and stress concentration, so that the floor itself has the ability to resist shrinkage and deformation, thereby meeting the requirements of no seam cutting. – The surface of concrete in the initial setting stage has a certain viscosity. At this time, the spread wear-resistant material can be embedded in the surface of the concrete. With the subsequent leveling and finishing operations, the wear-resistant material and the concrete form a solid whole. Wear-resistant materials such as corundum and metal aggregates have high hardness and strong wear resistance, forming a wear-resistant protective layer on the surface to protect the main concrete of the floor from wear. – Technical preparation: Familiar with the construction drawings and technical specifications, formulate detailed construction plans, and conduct technical briefings. – Site preparation: Clean up the site debris and accumulated water, level the base layer, and if the base layer is soft soil, it needs to be reinforced; set up a temporary drainage system for construction; plan the concrete pouring and leveling route according to the site area and shape. – Material preparation: Purchase high-quality cement, sand, gravel, admixtures, wear-resistant materials, etc. according to the design requirements, inspect the raw materials to ensure that they meet the quality standards; prepare sufficient construction water and electricity. – Equipment preparation: Debug concrete laser leveling machine, concrete mixing equipment, transportation equipment, wear-resistant material spreader, trowel, etc. to ensure the normal operation of the equipment; calibrate the laser system so that the laser plane it emits is consistent with the designed elevation of the floor. – Thoroughly clean the surface of the base to remove pollutants such as dust and oil; compact the base with a roller or tamping machine to achieve a compaction degree of more than 90%; repair and fill local low-lying areas and potholes with concrete or mortar to ensure that the flatness error of the base does not exceed ±10mm. – Accurately weigh the raw materials according to the designed mix ratio, use a forced mixer to mix the concrete, and the mixing time is not less than 90 seconds to ensure the uniformity of the concrete; transport the concrete to the construction area by pumping or unloading, control the pouring speed, avoid concrete segregation, and the pouring thickness is slightly higher than the designed floor elevation by 10-20mm to reserve space for leveling. – Start the laser leveling machine and make it move forward at a uniform speed of 1-2m/min; the operator adjusts the scraper height and vibration frequency of the leveling machine in real time according to the feedback signal of the laser receiver to ensure that the concrete surface is flat and compacted; the leveling work of adjacent areas should be completed before the initial setting of the concrete, and the overlapping construction width should not be less than 10cm to ensure the integrity of the floor. – When the concrete is initially set (generally there are slight footprints when stepping on it, and the sinking depth is about 3-5mm), use a special spreader to evenly spread the wear-resistant materials on the floor surface according to the specified amount, and the spreading thickness is generally 3-5mm; during the spreading process, pay attention to controlling the spreading speed and direction to avoid accumulation or leakage of wear-resistant materials, and ensure that the spreading uniformity reaches more than 90%. – After spreading the wear-resistant material, use a trowel to smooth it immediately. The trowel should run in a crisscross pattern to fully blend the wear-resistant material with the concrete. The number of smoothing passes should be no less than 3 times. As the concrete continues to harden, when there is no water stain on the surface and it feels slightly hard when pressed with fingers, it should be smoothed manually. Aluminum alloy rulers, trowels and other tools should be used to make the floor surface bright and smooth. – After smoothing and finishing, the floor should be maintained in time by covering with plastic film, spraying curing agent or laying water straw mats. The maintenance time should be no less than 7 days. During this period, the concrete surface should be kept moist to avoid water loss and cracks. Warning signs should be set up during the maintenance period to prohibit vehicles and pedestrians from passing on floors that do not meet the strength requirements. – Calibrate the laser system before construction to ensure the accuracy of the laser plane; regularly check the flatness with a 2m ruler and a feeler gauge during construction, at least once every 100-200 square meters, and adjust the leveler in time if deviation is found; use a laser flatness meter to fully test the flatness of the floor after finishing to ensure that it meets the design requirements. – Strictly select wear-resistant materials according to design requirements and check the quality certification documents of wear-resistant materials; supervise the spreading amount and uniformity during spreading to ensure that the specified requirements are met; after maintenance, on-site wear resistance tests can be carried out, such as grinding a certain area with a grinding wheel, observing the wear condition, and judging whether the wear resistance meets the standard. – Optimize the concrete mix ratio, control the cement dosage and water-cement ratio; monitor the concrete pouring temperature to avoid high-temperature pouring; strengthen maintenance and control the temperature difference between the inside and outside of the concrete; regularly inspect the floor, and if fine cracks are found, use epoxy resin and other materials to repair them in time. 1. Provide safety training to construction personnel to familiarize them with the operation methods and safety precautions of construction equipment, such as the safety operating procedures of laser levelers, concrete mixers and other equipment. 2. Set up obvious safety warning signs at the construction site to divide the construction area and non-construction area to prevent unrelated personnel from entering the construction danger zone. 3. Regularly check the safety performance of construction equipment, such as electrical insulation, mechanical protection devices, etc., to ensure the normal operation of the equipment and avoid safety accidents caused by equipment failure. 4. Provide construction personnel with necessary personal protective equipment, such as safety helmets, safety shoes, gloves, etc., to ensure the personal safety of construction personnel. 1. Classify and collect solid waste such as concrete residues and discarded wear-resistant material packaging bags generated during the construction process, and transport them to designated garbage disposal sites regularly. 2. Reasonably arrange construction time to avoid high-noise concrete mixing, equipment operation and other operations during residents' rest time. If necessary, take noise reduction measures, such as installing silencers on equipment. 3. Control dust on the construction site, such as covering the material storage area, closing the transport vehicles, regularly sprinkling water to reduce dust, and keeping the construction site clean. – The one-time molding process shortens the construction period, reduces labor costs, equipment rental costs, etc.; no cutting reduces the later maintenance costs, such as cutting, caulking material costs and labor maintenance costs; wear-resistant flooring increases the service life of the flooring, reduces the frequency of flooring replacement, and the overall economic benefits are significant.   – It provides high-quality flooring solutions for various large-scale projects, meeting the needs of rapid development of modern industry, logistics and other industries; it reduces noise, dust and other pollution during construction, which is conducive to environmental protection and sustainable development of urban construction. In a large electronic chip manufacturing plant construction project, this construction method was used to successfully create a high-precision, no-cutting, wear-resistant factory floor. The construction area reached 50,000 square meters, and the flatness error was controlled within ±1mm, meeting the stringent requirements of chip manufacturing equipment for floor flatness. In the subsequent years of use, the floor had good wear resistance and no obvious cracks appeared, providing a solid guarantee for the efficient production of the factory. For example, in a certain international logistics and warehousing center project, this construction method also performed well, and a large area of ​​floor was built quickly and efficiently. The seam-free design improved the aesthetics and practicality of the warehouse and was highly recognized by the owner.