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The main beams use steel pipes of the same specification, while the secondary beams use **50×100-millimeter square timbers**, forming a layered support system. Adjustable bases are required at both the top and bottom for easy elevation adjustment.  \n\n3. **Lifting Prefabricated Beams**  \n   - **Method 1**: Use a **lifting beam spreader** for lifting. Secure the hooks to the preset lifting points on the prefabricated beam to ensure even force distribution.  \n   - **Method 2**: Precisely lift and transport the beam using a crane in conjunction with steel cables. Suspend the beam between two foundation piles and manually guide the reserved holes at the bottom of the beam to align with the positioning lines on top of the columns.  \nDuring lifting, maintain the stability of the beam to avoid collisions with the support frames or other structures.  \n\n4. **Unhooking and Initial Fixing**  \nAfter the prefabricated beam is placed steadily on the support frame, slowly unhook it. At this point, check whether the beam is level to ensure there is no tilt or displacement.  \n\n5. **Elevation Re-measurement and Adjustment**  \nUse a level to re-measure the elevation of the prefabricated beam, with an allowable error strictly controlled within **5 millimeters**. If the error exceeds this limit, adjust the support height using adjustable bases until the requirements are met.  \n\n6. **Sequential Installation and Secondary Re-measurement**  \nInstall other beams in sequence according to the principle of **\"main beams first, secondary beams later; low ones first, high ones later\"**. After each beam is installed, re-measure its elevation and position to ensure overall structural accuracy.  \n\n7. **Conditions for Removing Temporary Supports**  \nAfter the installation of the prefabricated beams is complete, their temporary supports can only be removed after the **strength of the post-poured concrete reaches the design requirements**. 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