Sika Concrete Handbook

Page 231

11. Standards 11.1.3 Classification by Consistence The classes of consistence in the tables below are not directly related. For moist concrete, i.e. concrete with low water content, the consistency is not classified. Table 11.1.3.2: Flow classes

Compaction classes

Flow classes

Class

Class

Degree of compactability

Flow diameter in mm

C0¹

≥ 1.46

F1¹

≤ 340

C1

1.45 to 1.26

F2

350 to 410

C2

1.25 to 1.11

F3

420 to 480

1.10 to 1.04

F4

490 to 550

< 1.04

F5

560 to 620

F6¹

≥ 630

C3 C4 a

a

C4 applies only to light weight concrete

Table 11.1.3.3: Slump classes

Table 11.1.3.4: Vebe classes

Slump classes

Vebe classes

Class

Class

Slump in mm

Vebe time in seconds

S1

10 to 40

V0¹

≥ 31

S2

50 to 90

V0¹

30 to 21

S3

100 to 150

V2

20 to 11

S4

160 to 210

V3

10 to 6

S5¹

≥ 220

V4²

up to 3

¹ Not in the recommended area of application ² Not in the recommended area of application (but common for self-compacting concrete)

Standards

Table 11.1.3.1: Compaction classes

229


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.