How to avoid concrete surface delamination

••◆◆◆••   Introduction As an indispensable construction equipment in the modern construction industry, the safe operation of the concrete laser leveling is crucial to ensuring the safety of personnel, the integrity of the equipment and the quality of the project at the construction site. This document aims to explain how to ensure safety during the construction process of concrete laser leveling machines, including compliance with safe operating procedures, equipment inspection and maintenance, wearing protective equipment, on-site safety warnings, construction personnel training, environmental risk assessment, and emergency plan preparation As well as construction progress and quality control. ••◆◆◆••   Comply with safe operating procedures 1. Before using the concrete laser leveling, you must read and understand the safe operating procedures of the equipment in detail to ensure that every operator is familiar with the safety requirements. 2. Operators must hold a certificate to work. Unlicensed or illegal operations are prohibited. 3. During the construction process, operators should always pay attention to the surrounding environment and avoid collisions with people, other equipment or obstacles. ••◆◆◆••   Equipment inspection and maintenance 1. Before starting the equipment, a comprehensive inspection should be carried out, including electrical systems, mechanical components, laser systems, etc., to ensure that the equipment is in good working condition. 2. During the use of the equipment, regular maintenance should be carried out and worn parts should be replaced in time to ensure stable performance of the equipment. 3. If there is a malfunction or abnormality in the equipment, stop it immediately for inspection and contact professionals for repair. ••◆◆◆••   Wear protective equipment 1. Operators should wear standard protective equipment, including safety helmets, work clothes, non-slip shoes, gloves, etc., to prevent accidents. 2. At the construction site, special protective equipment such as protective glasses and dustproof mouthpieces should also be worn as needed. ••◆◆◆••   On-site safety warning 1. Obvious safety warning signs, such as safety warning signs, warning lights, etc., should be set up at the construction site to remind personnel to pay attention to safety. 2. During the construction process, cordons or warning areas should be set up according to the actual situation, and non-construction personnel are prohibited from entering. ••◆◆◆••   Construction personnel training 1. Operators should receive comprehensive construction safety technical training and be familiar with equipment operation methods, safety requirements and emergency response measures. 2. Conduct safety education and training for construction personnel on a regular basis to improve their safety awareness and self-protection capabilities. ••◆◆◆••   Environmental risk assessment 1. Before construction, an environmental risk assessment should be conducted on the construction site to identify potential safety risks. 2. Develop corresponding risk control measures and emergency plans for the identified safety risks. ••◆◆◆••   Emergency plan preparation 1. Develop a detailed emergency plan, including accident reporting procedures, personnel evacuation and rescue measures, etc. 2. Conduct regular emergency drills to improve the ability to respond to emergencies. ••◆◆◆••   Construction progress and quality control 1. Develop a reasonable construction progress plan to ensure that the construction progress meets the design requirements and avoid safety risks caused by blind rush to work. 2. Strengthen construction quality control to ensure that the construction quality of concrete laser leveling machines meets relevant standards and specifications. ••◆◆◆••   Conclusion The safety assurance of the construction process of the concrete laser leveling is a systematic project that requires the joint efforts of all construction personnel. Safety risks during the construction process can be effectively reduced by complying with safe operating procedures, equipment inspection and maintenance, wearing protective equipment, on-site safety warnings, construction personnel training, environmental risk assessment, emergency plan preparation, and construction progress and quality control. , protect the life safety of construction personnel and ensure the quality and progress of the project.  

    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.    

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