Fires can cause various damages to reinforced concrete (RC) structures, affecting their surface, chemical composition, and overall integrity. Understanding the mechanisms of fire damage and employing effective assessment methods are crucial for determining the condition of the structure and making informed decisions on repair or demolition.
Concrete surfaces may develop a network of fine cracks due to factors like low humidity, thermal incompatibility, and exposure to fire. These cracks, with a depth of 3 mm and grid diameters smaller than 50 mm, can impact the structural properties.
The increase in temperature during a fire can lead to the evaporation of water and dehydration of cement paste, causing chemical decomposition. This process alters the color of concrete, which serves as an indicator of exposure temperature and corresponding damage.
Table 1: Concrete Color and Temperature Assessment
Temperature, C | Color Change | Concrete Condition |
---|---|---|
0-290 | None | Unaffected |
290-590 | Pink to red | Concrete remains sound, but strength reduces significantly |
590-950 | Whitish grey | Concrete is weak and friable |
>950 | Buff | Extensive spalling, concrete is weak and friable |
The rapid change in temperature, such as exposure to fire, can lead to the development of small cracks and subsequent spalling, exposing steel reinforcement. The yield strength of steel can be lost, and spalling can result in partial or complete destruction.
Thoroughly cleaning smoke deposits is essential to reveal spalling and cracks. Methods such as water blasting and chemical washing are preferred to avoid secondary damages.
Recording visible damages, deformations, and exposure of steel reinforcements through a detailed visual inspection.
Estimating fire intensity by observing building contents and post-fire conditions.
Conducting simple field tests, such as striking hammer and chisel, to assess fire damages.
Utilizing non-destructive tests like pulse velocity and rebound hammer to specify concrete properties.
Performing destructive tests, including coring, in the lab or field to gather detailed information on material properties, depth of fire, and crack locations.
Table 2: Test Methods for Fire-Damaged Concrete
Condition of Concrete Structure | Test Methods |
---|---|
Actual temperature reached… | Examination of building contents, visual examination, DTA, metallurgical studies of steel |
Compressive strength | Tests on cores, impact hammer test, penetration resistance, soniscope test |
Modulus of elasticity | Tests on cores, Soniscope studies |
Dehydration of concrete | DTA, petrographic, chemical analysis |
Spalling and aggregate performance | Visual examination, petrographic analysis |
Cracking | Visual examination, soniscope test, petrographic analysis |
…and more | …and more |
Table 3: Conditions of Materials Useful for Estimating Temperature Attained Within a Structure During a Fire
Material | Examples | Conditions | Temperature, C |
---|---|---|---|
Lead | Plumbing lead | Shape edges rounded or drops formed | 300-350 |
Zinc | Plumbing fixtures | Drops formed | 400 |
Aluminum and its alloys | Small machine parts, toilet fixtures | Drops formed | 650 |
…and more | …and more | …and more | … |
Understanding the mechanisms of fire damage and employing a comprehensive assessment plan is crucial for making informed decisions on the repair or demolition of reinforced concrete structures.