Table 3 Compressive strength of concrete in the ammonium sulfate workshop.

From: Corrosion damage and life prediction of concrete structure in the coking ammonium sulfate workshop of iron and steel industry

Sections

Serial number

Rebound value/MPa

Neutralization depth/mm

Equivalent value/MPa

Warehouse

F3-1

40.0

9.10

25.0

F4-1

40.0

6.71

25.0

F5-1

43.0

11.60

28.9

F6-1

37.0

12.40

21.3

F7-1

35.0

8.73

19.2

G3-1

39.0

7.43

23.7

Synthesis section (indoor)

A3-1

41.0

9.78

26.2

A6-1

46.0

9.74

33.1

Synthesis section (outdoor)

A7-1

41.0

10.00

26.2

A9-1

34.0

5.48

19.5

A10-1

39.0

10.05

23.7

B10-1

40.0

8.87

25.0

Vulcanization bed section

A2-2

41.0

11.53

26.2

A3-2

37.0

13.83

21.3

Crystallization tank section

A2-3

36.0

19.86

20.2