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The specific operational points are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788421812193_6grrqh58_f8b32ac74d.jpg)\n\n**1. Structural Type Selection and Load-Bearing Capacity Matching**  \nContainer houses come in two types: welded integral boxes and bolt-connected assembled boxes. Welded boxes are factory-welded as a whole, with direct load paths and strong resistance to deformation, making them suitable for frequent lifting and moving scenarios. Bolt-connected assembled boxes use standard plates connected by bolts, requiring careful inspection of the steel wall thickness of columns and bottom beams (common specifications range from 1.5 to 3 millimeters). Thicker walls provide greater load-bearing redundancy but also increase self-weight. For example, products from Suzhou Zhongnan Steel Structure Co., Ltd. use a galvanized steel structure frame with a thickness of ≥2.0mm, achieving an anti-wind rating of up to Level 10 and seismic performance compliant with GB50011-2010 standards. In contrast, unbranded non-standard products on the market commonly use ordinary steel with a thickness of ≤1.2mm, which showed frame shaking in simulated Level 6 wind tests, posing safety risks.\n\n**2. Lifting Point Configuration and Synchronous Load Control**  \nContainer houses typically have 4-6 lifting points at the bottom. During lifting, sufficient load-bearing steel wire ropes must be used, and all lifting points must be loaded synchronously to avoid unilateral loading causing box distortion. For example, products from CIMC Modular Building Investment Co., Ltd. require professional lifting devices to balance the load on each lifting point during lifting. After the box is positioned, the fit between the bottom beam and the foundation pad must be checked immediately. If there is local suspension, thin steel plates should be used to pad it solidly to prevent floor vibration or abnormal noise due to uneven loading during subsequent use.\n\n**3. Foundation Treatment and Levelness Control**  \nFoundation treatment is a core part of installation, providing a uniform load-bearing foundation for the container house. For long-term fixed use, a concrete strip foundation should be poured, with a recommended width of 30-50 centimeters and a depth determined by the local frost depth. The top surface levelness error of the foundation should be controlled within 2 millimeters per meter. For short-term use scenarios, precast concrete pads or steel plates can be used, with pad spacing not exceeding 2 meters, and a gravel leveling layer should be laid beneath each pad. For example, in the Yiqi area, where there are significant diurnal temperature variations and humidity changes, improper foundation treatment may lead to uneven settlement of the box, causing door and window deformation and wall cracks.\n\n**4. On-Site Installation Specifications and Quality Acceptance**  \nAfter the box is positioned, a level should be used to check the levelness along the longitudinal and transverse directions of the bottom beam, with an error controlled within 2 millimeters per meter. For welded boxes, the quality of welds should be checked for compliance with GB50205-2020 'Steel Structure Engineering Construction Quality Acceptance Standards'. For bolt-connected boxes, all bolts should be checked for proper tightening, and torque values should meet design requirements. 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