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The specific operational points are as follows**:  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788421988496_c50gsw35_6d6cfe7b8e.png)\n\n### 1. **Selection of Connection Location**  \nWhen connecting secondary beams at their intersections, priority should be given to areas with lower stress on the beams, **avoiding connections at the beam ends or mid-span**. The beam ends are concentrated shear zones, while the mid-span is where the maximum bending moment occurs. Connecting at these locations can easily lead to connection failure due to stress concentration. In practice, the stress distribution of the secondary beams can be determined through structural calculations or design drawings, and sections with lower bending moments and shear forces should be selected as connection points to ensure connection stability.  \n\n### 2. **Control of Connection Length**  \nThe connection length must meet regulatory requirements, **generally not less than 10-15 times the diameter of the reinforcing bars** (the specific multiple must be determined according to design specifications). If reinforcing bars are used as load-bearing components in the secondary beams, insufficient connection length will result in inadequate force transfer between the bars, reducing the overall structural integrity. For example, for a reinforcing bar with a diameter of 12mm, the connection length typically needs to be ≥120mm; if welding or mechanical connections are used, the connection length requirements of the corresponding process must be met.  \n\n### 3. **Selection of Connection Method**  \nChoose an appropriate connection method based on the material of the secondary beams, stress conditions, and construction conditions:  \n- **Tied Connection**: Suitable for secondary beams with smaller diameters and lower stress. Iron wires are used to firmly tie the reinforcing bars in a cross pattern, but attention must be paid to ensuring uniform spacing between the tied points to avoid loosening.  \n- **Welded Connection**: Suitable for secondary beams with larger diameters or high stress requirements. Processes such as arc welding or flash butt welding should be used to ensure that the weld quality meets standards (e.g., no porosity, slag inclusions, or other defects).  \n- **Mechanical Connection**: Such as sleeve compression connection or threaded connection, suitable for high-strength reinforcing bars or scenarios requiring rapid construction. It is necessary to ensure that the connectors match the reinforcing bars and that the tightening torque meets requirements.  \n\n### 4. **Adaptability to Container House Structure**  \nThe secondary beams in container panel houses typically use π-shaped secondary beams, and their installation must take into account the structural characteristics:  \n- **Positioning and Fixing**: Install the secondary beams according to the positioning holes on the long beams, using self-tapping screws for fixation. The top should be connected to the bottom beam with round-head drill tail screws to ensure that the perpendicularity and spacing between the secondary beams and the main beams meet design requirements.  \n- **Treatment of Connection Nodes**: If the secondary beams need to be connected, it should be done at the web or flange of the π-shaped secondary beams to avoid damaging their cross-sectional shape; after connection, check whether the connection is flat to avoid stress concentration due to local deformation.  \n\n### 5. **Quality Inspection and Acceptance**  \nAfter the connection is completed, a comprehensive inspection should be carried out:  \n- **Visual Inspection**: Confirm that there are no cracks, misalignments, or looseness.  \n- **Actual Measurement**: Check whether the connection length and spacing between connectors meet design requirements.  \n- **Acceptance Standards**: Refer to the \"Code for Acceptance of Construction Quality of Steel Structures\" or special standards 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