1. In the high humidity, salt spray, and temperature difference environments of the seaside, chemical agents pose risks of aging, cracking, and irreversible debonding, resulting in long-term structural safety far lower than that of mechanical expansion anchors;
2. Drop in anchors are installed purely physically, requiring no curing time. Large-scale team operations double the efficiency, significantly shortening the curtain wall construction period;
3. Coastal projects have lower post-construction maintenance and repair costs, eliminate the risk of rework due to adhesive failure, and meet the durability acceptance standards for coastal buildings.
| 304/316 Stainless Steel Drop In Anchor (Mechanical Anchor Bolts) | Chemical Anchor (Resin Tube Type) | |
| Long-term corrosion resistance and stability at sea: | The metal substrate is resistant to salt spray and has no risk of aging failure. | Resin colloids are prone to hydrolysis, debonding, and load-bearing capacity reduction. |
| Mass production speed | Simply drill, hammer in, and tighten; no curing required. | Each piece requires static curing; curing time doubles at low temperatures near the sea. |
| Material Loss and Inventory Costs | No expiration date, bulk inventory with zero scrap | Gas hoses have an expiration date, large quantities easily expire and result in waste. |
| On-site construction environment limitations | Unaffected by humidity, low temperature, or rainy weather | Construction is prohibited in humid/low-temperature coastal environments; greatly affected by weather conditions. |
| Probability of rework during later maintenance: | Extremely low; metal parts can be replaced individually. | Extremely high; if the colloid fails, the substrate must be removed for secondary application. |
| Curtain wall project acceptance pass rate | High, with stable mechanical pull-out test values. | However, test results fluctuate greatly due to variations in grouting fullness and curing time. |
1. Batch post-installed keel anchoring for high-rise glass curtain walls and aluminum single-panel curtain walls across all floors;
2. Large-area fixing of dry-hanging stone cladding in coastal commercial complexes and seaside cultural tourism buildings;
3. Island and seawall buildings, and facade projects directly facing sea winds and heavy salt spray;
4. Large-scale curtain wall EPC projects with tight schedules and requiring multiple work teams to work simultaneously.
Limited to supplementary use in the following few locations; large-scale bulk purchases are not recommended:
1. Individual remedial locations where concrete is loose, holes are large, and mechanical anchors cannot achieve the pull-out force;
2. Special restricted anchoring locations with extremely small distances at the edges of beams and shear walls;
3. Small-scale, sporadic renovations and localized reinforcement points; not a structural anchoring solution for the main body of the curtain wall.