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of Prestressed Concrete Factory Building Roof Trusses","prestressed-concrete-factory-building-roof-truss-prefabrication","2026-09-19T10:28:27.304Z","2026-09-19T10:28:27.328Z","**The prefabrication of prestressed concrete factory building roof trusses requires comprehensive consideration of design, construction, and market factors. The key points are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788378662005_p2uc08p0_93164398e6.jpg)\n\n**1. Design Specifications and Applicable Conditions**  \nThe design of prestressed concrete folded-line roof trusses must strictly adhere to the requirements of the atlas and are suitable for general industrial buildings with a column spacing of 6m, non-seismic or seismic fortification intensity of 6 to 8 degrees, a basic wind pressure of ≤0.9kN\u002Fm², and a basic snow pressure of ≤0.7kN\u002Fm². The atlas provides construction drawings for spans ranging from 18m to 30m, with 18m, 21m, and 24m span trusses capable of suspending 1 to 3t electric hoists or single-girder cranes to meet the installation needs of light equipment. The design values of roof loads are divided into six levels from 3.5 to 6.0kN\u002Fm² and must be selected according to the actual usage scenarios (such as snow accumulation and equipment loads). The safety class of the roof truss is Class II, with an importance coefficient γ0 of 1.0, indicating that its structural reliability must meet the requirements of conventional industrial buildings.\n\n**2. Construction Techniques and Material Selection**  \nTaking the 24m span roof truss of the metal structure preparation workshop of a factory in Changsha as an example, it was constructed using the post-tensioning method with a concrete strength grade of C40, a single-truss engineering volume of 4.5m³, and a total engineering volume of 225m³. The post-tensioning method involves reserving ducts, inserting steel strands, and tensioning and anchoring them, effectively utilizing the compressive strength of concrete and the tensile strength of steel to increase the span and load-bearing capacity of the roof truss. During construction, it is necessary to control the quality of concrete pouring to avoid honeycombing and pitting, while ensuring that the tensioning sequence is symmetrical and synchronized to prevent eccentric loading of the structure. The selection of anchors for prestressed tendons must comply with design requirements, such as using wedge-type anchors for high-strength steel strands to ensure controllable long-term stress losses.\n\n**3. Market Products and Cost Optimization**  \nThe market for prefabricated concrete roof trusses features a variety of brands with significant price differences. For example, the Feihong brand offers products with compressive strengths ranging from 1.8MPa to 100MPa, priced at approximately 200 yuan per square meter; the Runtai brand offers a price of 39 yuan per square meter in Baoding, Hebei; and the Songyuan brand offers folded-line roof trusses for only 60 yuan per piece in Harbin. **When selecting, note the following**:  \n- **Strength Matching**: Choose the concrete strength according to the design load. C40 and above are suitable for large-span roof trusses, while low-strength products may not meet the load-bearing requirements.  \n- **Brand Reputation**: Prioritize brands with proven construction cases, such as Feihong and Runtai, to avoid rework due to quality defects.  \n- **Cost Composition**: Price differences may stem from material, process, or transportation costs. It is necessary to comprehensively calculate the total cost per truss (such as area × unit price + freight) rather than simply comparing unit prices.  \n\n**4. Quality Control and Acceptance Standards**  \nPrefabricated roof trusses must comply with the requirements of the \"Code for Design of Concrete Structures\" (GB50010) and the \"Technical Specification for Prestressed Concrete Structures\" (JGJ 92). During acceptance, focus on checking the following:  \n- **Appearance Quality**: No cracks, honeycombing, exposed reinforcement, or other defects, with a surface flatness deviation of ≤5mm.  \n- **Dimensional Deviations**: Span deviation of ±10mm, and camber in line with the design value (usually 1\u002F500 of the span).  \n- **Prestress Value**: Verify the tensioning force through pressure sensors or elongation values, with an error controlled within ±5%.  \n\nBy adhering to standardized design, meticulous construction, and strict acceptance, the safety and economy of the prefabrication of prestressed concrete factory building roof trusses can be ensured.",false,{"id":219,"documentId":220,"name":221,"alternativeText":222,"caption":27,"focalPoint":27,"width":223,"height":224,"formats":225,"hash":247,"ext":131,"mime":134,"size":248,"url":249,"previewUrl":27,"provider":156,"provider_metadata":27,"createdAt":250,"updatedAt":250,"publishedAt":250},16201,"egn2ne1hn8ponur1z5i7f4x3","import_1788378662005_p2uc08p0_93164398e6.jpg","Modular Housing — A Pilot Project for the \"Saving Space Resources\" 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