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Method of Prefabricated Beams in Houses","construction-method-of-prefabricated-beams-in-houses","2026-09-19T10:03:36.667Z","2026-09-19T10:03:36.689Z","**The construction method of prefabricated beams in houses is mainly divided into two major processes: on-site installation and in-factory production of prefabricated box girders. The specific steps are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788802130598_egvc9036_25835166f4.png)\n\n### I. On-site Installation Process\n1. **Surveying and Setting Out**  \nMark the control line for the length of the prefabricated beam placement on the top of the prefabricated column, with an error strictly controlled within **10 millimeters** to ensure precise positioning of the beam.\n\n2. **Erection of Support Frames**  \n- Lay a **20-millimeter-thick wooden pad** at the bottom of the support frame and use an adjustable base to adjust the height.  \n- The main material of the frame is **48-millimeter-diameter steel pipes**, connected by couplings to form a stable structure; the main ledger uses steel pipes of the same specification, and the secondary ledger uses **50×100-millimeter square timbers** to form a layered support system.  \n- The frame must have sufficient bearing capacity and undergo preloading tests to eliminate non-elastic deformation.\n\n3. **Lifting of Prefabricated Beams**  \n- Use a **lifting beam spreader** as the lifting device and fix the hook to the preset lifting points on the prefabricated beam to ensure uniform force distribution.  \n- During lifting, slowly lower the hook and detach it after the beam is steadily placed on the support frame to avoid structural damage caused by impact.\n\n4. **Elevation Re-measurement and Adjustment**  \n- Use a level gauge to re-measure the elevation of the prefabricated beam, allowing an error of **≤5 millimeters**. If the error exceeds this range, adjust it using an adjustable base or shims.  \n- Install other beams sequentially and re-measure each one after installation to ensure overall elevation consistency.\n\n### II. In-factory Production Process of Prefabricated Box Girders\n1. **Preparation of Pedestals and Bottom Molds**  \n- The pedestal is cast with reinforced concrete, and the bottom mold is made of **stainless steel plates**, with a preset camber according to design requirements (usually L\u002F1000~L\u002F3000, where L is the beam length).  \n- The pedestal is provided with tie rod reserved holes every **5 centimeters** for template reinforcement.\n\n2. **Reinforcement and Template Construction**  \n- The bottom and web reinforcements are bound and formed on a dedicated jig, and the corrugated pipes are fixed simultaneously with the reinforcements to ensure accurate positioning of the prestressed ducts.  \n- After the reinforcements are lifted to the template, use **high-strength mortar blocks** to control the thickness of the protective layer; the side and core templates are installed using a gantry crane, and adhesive tapes are pasted at the joints to prevent grout leakage.  \n- The top reinforcement is installed last, and the positioning of the anchor slot templates and embedded parts (such as expansion joint reinforcements and anti-collision guardrail reinforcements) is completed simultaneously.\n\n3. **Concrete Pouring and Curing**  \n- Pour the concrete layer by layer from one end to the other, with a layer thickness of **≤30 centimeters**. Use an external vibrator for the bottom and web, and an internal vibrator for the top and areas above the corrugated pipes.  \n- Immediately after pouring, activate the **automatic spray curing system** for a curing period of **≥7 days**, and spray unique identification information on the surface of the beam.\n\n4. **Prestressing and Anchor Sealing**  \n- After the concrete strength reaches **75%** of the design strength and the age is **≥7 days**, use intelligent tensioning equipment to symmetrically tension the prestressed steel strands in strict accordance with the design sequence.  \n- Immediately after tensioning, perform duct grouting (using a dedicated grouting material) and then seal the anchor and pour the end concrete.\n\n5. **Beam Removal and Storage**  \n- The beam can be removed and transported only after the grout strength in the duct reaches **≥30 MPa**. 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