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It is suitable for scenarios such as eave repair, load addition, or anchoring of prefabricated overhanging eave panels.**  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788444551610_go6porr2_02a83f3812.jpg)\n\n### **Core Process and Scope of Application**  \nFor secondary structural rebar insertion, holes are drilled in the concrete substrate (hole diameter = rebar diameter + 4-8 mm, hole depth ≥ 15 times the rebar diameter). High-strength epoxy structural adhesive is injected (filling volume ≥ 90% of the hole volume), followed by rebar insertion and curing maintenance (no disturbance within 24 hours at room temperature). This technique is primarily used for reinforcing non-load-bearing structures, such as rooting of constructional columns and anchoring of equipment foundations. **In flat-roof eave scenarios, it is commonly used to repair defects such as concrete cracking and rebar displacement, or to add loads such as sunshades.** If prefabricated components (e.g., prefabricated overhanging eave panels) are used for the eaves, rebar insertion can achieve reliable anchoring between the prefabricated parts and the existing structure, ensuring overall stability.  \n\n### **Key Construction Control Points**  \n1. **Drilling and Hole Cleaning**: Adopt the 'three-blow and two-brush' process (air compressor dust blowing → steel brush wall brushing → secondary dust blowing) to thoroughly remove dust from the holes. **Dust residue can reduce bond strength by ≥40%.**  \n2. **Adhesive Selection**: Prioritize the use of modified epoxy resin Class A adhesive (tensile strength up to 30 MPa). **For rebar diameters > 22 mm or important structures, such adhesive must be used.**  \n3. **Rebar Treatment**: The inserted rebar must be derusted, and the anchoring length must meet design requirements. **The diameter should preferably not exceed 25 mm** (recommended by group standard T\u002FCECS 1847-2025).  \n4. **Curing Maintenance**: Cure at room temperature for 24 hours. **For every 5°C decrease in temperature, the curing period must be extended by 50%.** Protection is required for construction in rainy weather. **Adhesive moisture content > 5% can lead to failure.**  \n\n### **Quality Inspection and Standard References**  \nAfter construction, pull-out testing is required. **The loading rate should be ≤ 3 kN\u002Fs, the holding time ≥ 120 seconds, and a displacement of ≤ 0.1 mm is considered qualified.** The number of tests should be ≥ 1% of the rebar insertions of the same specification and not less than 3. **Disturbing the rebar after insertion can result in a 60% loss of bond strength**, so strict avoidance is necessary. It is recommended to follow the 'Technical Specification for Post-Installed Fastenings in Concrete Structures' JGJ 145-2013 and the 'Design Code for Strengthening Concrete Structures' GB 50367-2013 to ensure process compliance.",false,{"id":219,"documentId":220,"name":221,"alternativeText":222,"caption":27,"focalPoint":27,"width":128,"height":128,"formats":223,"hash":242,"ext":131,"mime":134,"size":243,"url":244,"previewUrl":27,"provider":156,"provider_metadata":27,"createdAt":245,"updatedAt":245,"publishedAt":245},13557,"sbsj43oobd58c26oglhk63c1","import_1788444551610_go6porr2_02a83f3812.jpg","Xixiang Container 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