LSY-30 Concrete Air Void Spacing Coefficient Tester (Economy Model)
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Description
Product Introduction:
The LSY-30 Hardened Concrete Air‑Void Spacing Coefficient Analyzer is primarily designed for research on the effects of air‑entraining agents on concrete’s air‑void characteristics, the relationships between these characteristics and mix proportions, and the correlations between the air‑void spacing coefficient and freeze–thaw durability. Its data‑acquisition software features a user‑friendly interface and enables rapid measurement of parameters such as air content (vo1%), average air‑void chord length, average air‑void radius, specific surface area of air voids, air‑void spacing coefficient, and total number of air voids. The software supports multiple data formats and can store images, photographs, and other file types.
Product Features:
Detection method: Straight-line wire method
Test metrics: number of bubbles, bubble diameter, bubble spacing coefficient, etc.
Implementation Standard:
1. TB/T3275 Railway Concrete
2. SL352-2006 Test Procedures for Hydraulic Concrete
3. TB1005 Code for Durability Design of Railway Concrete Structures
4. TB 10424 Standard for Acceptance of Construction Quality of Railway Concrete Works
5. JTG 3420-2020 Specifications for Testing of Cement and Cement Concrete in Highway Engineering
Technical Specifications:
1. Microscope resolution: <2 µm
2. Microscope magnification: 100–120×
3. Microscope illumination: large lampshade, concentrator-type with diffused reflection
4. Stage movement: accuracy < 2 µm
5.弦长测试范围: >0.01mm
Experimental Procedure:
1. Cut a 20-mm segment from a specimen with a cross-section of 100 mm × 100 mm, and clean it thoroughly.
2. On a 100 mm × 100 mm observation surface, carefully grind using 400‑grit and 800‑grit silicon carbide abrasive papers, respectively. After each grinding step, thoroughly rinse the surface before proceeding to the next step.
3. After thorough washing, dry in an oven at 105°C ± 5°C.
4. Use a broad‑tip black oil‑based marker to completely blacken the observation surface of the specimen, continuing until the specimen’s original color is no longer visible.
5. Fill the bubbles with white calcium carbonate powder having a particle size of less than 10 µm, then use a blade to remove any excess material from the surface.
6. Place the sample under the camera and observe: when an appropriate light source illuminates the observation surface at a low angle of incidence, the surface appears essentially flat, with clear bubble boundaries and visible aggregate pores; in this case, the observed cross-section can be considered properly prepared.
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LSY-30 Concrete Air Void Spacing Coefficient Tester (Economy Model)