|
Vibrated pressed concrete construction materials
Classification, parameters, areas of application
| Vibrated pressed concrete construction materials |
Performance |
Area of application |
| Type |
Stre-
ngth
index |
Options and types, scheme |
Overall dimensions, cm |
Other |
Pres-
sure
strength
Mpa |
| B |
H |
L |
V, dm3 |
V0, dm3 |
M, K6 |
| 1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
| Ò.7,5 |
0 |
 |
7,5 |
20 |
40 |
6 |
4,5 |
9,5 |
1,5 |
For vertical load non-bearing partitions |
| Ò.10 |
0 |
 |
10 |
20 |
40 |
8 |
5 |
11 |
1,5 |
For vertical load non-bearing partitions |
| 1 |
2,5 |
For type T.20 mixed masonry for facade walls, vertical load bearing |
| 2 |
10 |
Also, in case the facade wall is a washer to absorb seismic impacts |
| T.15 |
|
 |
15 |
20 |
40 |
12 |
5,8 |
13 |
1,5 |
For non-bearing partitions with requirements for sound insulation |
| Ò.20 |
0 |
 |
20 |
20 |
40 |
16 |
8,9 |
20 |
1,5 |
For vertical load non-bearing interior and facade walls |
| 1 |
2,5 |
For vertical load bearing interior and facade walls |
| 2 |
10 |
Also, in case the facade walls are included to absorb seismic impacts |
| Ò.25 |
0 |
 |
25 |
20 |
40 |
20 |
9,8 |
22,5 |
1,5 |
For vertical load non-bearing interior and facade walls |
| 1 |
2,5 |
For vertical load bearing interior and facade walls |
| 2 |
10 |
Also, in case the facade walls are included to absorb seismic impacts |
| HS |
0 |
 |
20 |
15 |
50 |
15 |
7 |
15,5 |
1,0 |
Used as permanent formwork for flooring and roof reinforced structures to make a slab-beam section. To be laid on wooden scaffold |
| HG |
0 |
 |
20 |
16 |
52 |
16,6 |
7 |
15,5 |
1,0 |
Also HS application. To be laid on reinforced beams with preliminary set up armature for the secondary beams |
| Ê.15 |
0 |
 |
15 |
20 |
40 |
12 |
6 |
14 |
1,0 |
To shape horizontal belts and beams, as well as to make solid formwork free collar beams |
| Ê.20 |
0 |
 |
20 |
20 |
40 |
16 |
9,8 |
22 |
1,0 |
To shape horizontal belts and beams, as well as to make solid formwork free collar beams |
| Ê.20À |
0 |
 |
20 |
20 |
50 |
20 |
10 |
23 |
1,0 |
To shape horizontal belts and beams, as well as to make solid formwork free collar beams |
| Ø.20 |
0 |
 |
20 |
20 |
50 |
20 |
6,5 |
15 |
1,0 |
For workform free implementation of disperse armoured reinforced washers |
|
