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The core points include structural reinforcement, standardized installation procedures, wind and earthquake resistance design, and compliance assurance.**\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788376287937_jr3rvp3z_8e2aacae90.jpg)\n\n### Structural Reinforcement and Material Selection\nThe fixation of container houses must ensure structural stability, with the key lying in frame materials and connection methods. **Mainstream products mostly use galvanized steel structural frames**. For example, the packing boxes from Suzhou Zhongnan use galvanized steel with a thickness of ≥2.0mm, achieving a wind resistance rating of Level 12 and an earthquake resistance rating of Level 8, with a frame deformation rate of only 0.18%. The steel structure of CIMC standard container houses has a thickness of 1.8mm, with a wind resistance rating of Level 11 and an earthquake resistance rating of Level 7. **Welded integral box bodies**, formed by factory-wide welding, have direct force paths and strong deformation resistance, suitable for frequent lifting and movement. **Bolt-connected assembled boxes** require checking the steel wall thickness of columns and bottom beams (commonly 1.5-3mm). Thicker walls provide greater load-bearing redundancy, but it is necessary to ensure the tightness of bolts to avoid loosening at connection nodes.\n\n### Standardized Installation Procedures\n1. **Ground Preparation**: The contact area between the container's bottom beam and the ground is limited, so floating soil must be removed and the original soil layer compacted. **For long-term fixed use, a concrete strip foundation needs to be poured** (width 30-50cm, depth adjusted according to the frozen soil layer), with a top surface levelness error of ≤5mm. For short-term use, prefabricated concrete pads or steel plates can be used, with a spacing of ≤2m, and a crushed stone leveling layer laid underneath.\n2. **Lifting and Positioning**: Use steel wire ropes with sufficient load-bearing capacity to lift all lifting points simultaneously, avoiding unilateral force that could cause box body distortion. After positioning, check the fit between the bottom beam and the foundation pads. **Local suspension should be padded with thin steel sheets**, with a levelness error controlled within 2mm per meter.\n3. **Fixation Method**: Fix the container to the foundation using anchor bolts or welding to ensure overall stability. For example, the patented design of Beijing Xinhongyuan Intelligent Technology achieves horizontal limiting through **slot and positioning block insertion**, combined with adjustable movable plates to adapt to the width of forklift tines, providing dual protection to enhance transportation stability.\n\n### Wind and Earthquake Resistance Design\nIn coastal areas or regions prone to typhoons, products with higher wind resistance ratings should be selected. **The packing boxes from Suzhou Zhongnan have a wind resistance rating of Level 12**, and CIMC standard boxes have a wind resistance rating of Level 11, both complying with the GB50009-2012 Building Structural Load Code. **Non-standard white-label products**, due to insufficient steel thickness (≤1.2mm) and lack of anti-corrosion treatment, show frame shaking in wind tests at Level 6, posing safety hazards.\n\n### Compliance and After-sales Support\nWhen purchasing, it is necessary to verify the production entity's qualifications, domestic and foreign certifications, and project delivery capabilities. **Products from leading manufacturers** can be disassembled and reused an average of more than 8 times, reducing construction waste emissions by about 90%, in line with low-carbon circular policy guidelines. 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