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Assembly

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Page 2 of 26. There were 508 matching component found.
Lignum ID-№ Base structure Construction height Values of airborne sound insulation Values of footfall sound insulation
Graphic Paneling Weight
Origin of sound insulation values U-value

A0227

Ribs / joists 480 mm 66 dB 49 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Additional insulation: Glass wool with dynamic stiffness s' of ≤ 9 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 277 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.3 W/m2K -7 dB 5 dB
Detail IFC4 LOD300

A0228

Ribs / joists 480 mm 64 dB 51 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Additional insulation: Expanded polystyrene (EPS)
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 275 kg/m2 -3 dB 1 dB
Verified calculation ≈ 0.315 W/m2K -7 dB 4 dB
Detail IFC4 LOD300

A0229

Ribs / joists 410 mm 53 dB 62 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 194 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.422 W/m2K -3 dB 1 dB
Detail IFC4 LOD300

A0230

Ribs / joists 505 mm 69 dB 46 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Additional insulation: Glass wool with dynamic stiffness s' of ≤ 9 [MN/m³]
Dampening on Supporting structure: Dampening gravel ≤ 1400 kg/m³
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 307 kg/m2 -3 dB 1 dB
Verified calculation ≈ 0.296 W/m2K -7 dB 6 dB
Detail IFC4 LOD300

A0231

Ribs / joists 475 mm 67 dB 48 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Dampening gravel ≤ 1400 kg/m³
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 304 kg/m2 -3 dB 1 dB
Verified calculation ≈ 0.381 W/m2K -7 dB 5 dB
Detail IFC4 LOD300

A0232

Ribs / joists 480 mm 66 dB 49 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Additional insulation: Glass wool with dynamic stiffness s' of ≤ 9 [MN/m³]
Dampening on Supporting structure: Dampening gravel ≤ 1400 kg/m³
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 241 kg/m2 -3 dB 1 dB
Verified calculation ≈ 0.297 W/m2K -7 dB 5 dB
Detail IFC4 LOD300

A0233

Ribs / joists 450 mm 63 dB 52 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Dampening gravel ≤ 1400 kg/m³
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 238 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.382 W/m2K -6 dB 4 dB
Detail IFC4 LOD300

A0234

Ribs / joists 410 mm 53 dB 62 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Dampening gravel ≤ 1400 kg/m³
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar

with dampening and floor construction 158 kg/m2 -3 dB 1 dB
Verified calculation ≈ 0.415 W/m2K -3 dB 1 dB
Detail IFC4 LOD300

A0245

Ribs / joists 530 mm 70 dB 45 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: Stiff, execution of the prior art.
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 364 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.325 W/m2K -7 dB 5 dB
Detail IFC4 LOD300

A0246

Ribs / joists 505 mm 67 dB 48 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: Stiff, execution of the prior art.
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 298 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.325 W/m2K -7 dB 5 dB
Detail IFC4 LOD300

A0247

Ribs / joists 465 mm 55 dB 60 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: Stiff, execution of the prior art.
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 217 kg/m2 -3 dB 0 dB
Verified calculation ≈ 0.349 W/m2K -3 dB 1 dB
Detail IFC4 LOD300

A0248

Ribs / joists 555 mm 80 dB 30 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Ceiling covering layer 2: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 379 kg/m2 0 dB 2 dB
Verified calculation ≈ 0.319 W/m2K -9 dB 12 dB
Detail IFC4 LOD300

A0249

Ribs / joists 530 mm 80 dB 31 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Ceiling covering layer 2: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 313 kg/m2 -3 dB 4 dB
Verified calculation ≈ 0.32 W/m2K -11 dB 13 dB
Detail IFC4 LOD300

A0250

Ribs / joists 490 mm 76 dB 39 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Ceiling covering layer 2: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 233 kg/m2 -5 dB 2 dB
Verified calculation ≈ 0.343 W/m2K -8 dB 7 dB
Detail IFC4 LOD300

A0251

Ribs / joists 555 mm 80 dB 30 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Plasterboard type A
Ceiling covering layer 2: Plasterboard type A
Surface / treatment: Smoothed joints

with dampening, floor construction and ceiling covering 369 kg/m2 -2 dB 4 dB
Verified calculation ≈ 0.315 W/m2K -12 dB 15 dB
Detail IFC4 LOD300

A0252

Ribs / joists 530 mm 80 dB 33 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Plasterboard type A
Ceiling covering layer 2: Plasterboard type A
Surface / treatment: Smoothed joints

with dampening, floor construction and ceiling covering 303 kg/m2 -5 dB 4 dB
Verified calculation ≈ 0.316 W/m2K -14 dB 14 dB
Detail IFC4 LOD300

A0253

Ribs / joists 490 mm 74 dB 41 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Plasterboard type A
Ceiling covering layer 2: Plasterboard type A
Surface / treatment: Smoothed joints

with dampening, floor construction and ceiling covering 223 kg/m2 -5 dB 2 dB
Verified calculation ≈ 0.338 W/m2K -9 dB 7 dB
Detail IFC4 LOD300

A0254

Ribs / joists 540 mm 80 dB 32 dB
On-lying material: Cement screed
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 363 kg/m2 -4 dB 4 dB
Verified calculation ≈ 0.325 W/m2K -14 dB 16 dB
Detail IFC4 LOD300

A0255

Ribs / joists 515 mm 80 dB 35 dB
On-lying material: Anhydrite
Impact sound insulation: Glass wool with dynamic stiffness s' of ≤ 6 [MN/m³]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 297 kg/m2 -7 dB 4 dB
Verified calculation ≈ 0.325 W/m2K -16 dB 15 dB
Detail IFC4 LOD300

A0256

Ribs / joists 475 mm 72 dB 43 dB
On-lying material: Floor heating system Therm38 longitudinal grooves
Impact sound insulation: Wood fiber with dynamic stiffness s' of ≤ 30 [MN / m²]
Dampening on Supporting structure: Cement panels, glued on sub-floor
Sub-floor: Multilayer solid wood panels, engineered wood panel ≥ 450 kg/m³
Bond: Stiff, execution of the prior art.
Supporting structure: Rib/bar
Cavity dampening: Fiber insulation with 5≤ r ≤35 [kPa*s/m²
Bond: no composite action
Coupling: Rubber mounted direct hanger b=60mm
Battens / profiles: Wood lath b=60mm
Ceiling covering 1st layer: Gypsum fiber or hard gypsum board ≥ 1000kg/m³
Surface / treatment: Glued joints/smoothed

with dampening, floor construction and ceiling covering 217 kg/m2 -5 dB 2 dB
Verified calculation ≈ 0.349 W/m2K -10 dB 8 dB
Detail IFC4 LOD300