NPB255
Hullplate til CLT
NPB er en hullplate som er spesielt utviklet for å forbinde CLT paneler til betong eller tre elementer. NPB kan oppta store laster i loddrett plan (F1) og vannrett i parallell plan (F2/3).
CE-merket
Avtalegrunnlag
Anvendelsesklasse 2
Elgalvanisert stål 20 µm
Indoor
Produktinformasjon
Egenskaper
Materiale
- Stålkvalitet:
Galvanisert stål S250GD + Z275 i henhold til EN 10346 - Korrosjonsbeskyttelse:
275 g/m2 på begge sider - i henhold til en sinklagstykkelse på ca. 20 μm
Fordeler
- Ideal for CLT building
- Easy installation with the line on it
- Can be used on timber and concrete support
- High capacity
Tekniske data
Product characteristic capacities - Timber to timber - Nailing Pattern 1
Art. nr. | Product capacities - Timber to timber - Nailing pattern 1 | |||||
---|---|---|---|---|---|---|
Utspikring | Karakteristisk bæreevne [kN] | |||||
Top part | Bottom part | R1.k | F2 | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | 11 | 15 | 23.9 | 27.6 | 20.8 | 24 |
Timber member is prevented from rotation.
Please refer to installation tab for nail pattern details;
Product characteristic capacities - Timber to Rigid support - Nailing Pattern 1
Art. nr. | Product capacities - Timber to timber or CLT to CLT | |||||
---|---|---|---|---|---|---|
Utspikring | Karakteristisk bæreevne [kN] | |||||
Top part | Bottom part | R1.k | F2 | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | 11 | 2 | 23.9 | 27.6 | 22.8 | 26.3 |
Timber member is prevented from rotation.
The group composed of two anchors shall be checked with shear loads F1 and F2, and a momentum applied at the middle between the two anchor equal to F2*120mm (spacing of anchors:160 mm).
Please refer to installation tab for fastener pattern details.
Montering
Montering
Innfesting
On timber:
- CNA 4.0x50 on timber
- CSA 5.0x40 or CSA 5.0x50 screws
On concrete:
- Mechanical anchor: WA M12-104/5
- CHemical anchor: AT-HP resin + LMAS M12-150/35 threaded rod
Nailing pattern
npb-nail-pattern-1-2.pdf
(149.05 KB)
Sertifiseringer
Ytelses Erklæring (DoP)
se-dop-e06-0106-10.pdf
(145.03 KB)
se-dop-e06-0106-issue-9.pdf
(99.12 KB)
se-dop-e06-0106-issue-8.pdf
(98.81 KB)
se-dop-e06-0106-issue-7.pdf
(98.83 KB)
se-dop-e06-0106-issue-6.pdf
(42.26 KB)
se-dop-e06-0106-issue-5.pdf
(27.72 KB)
2354a4ef42657f44f9ed4048692fb24ef8b2a111.pdf
(35.05 KB)
a77444963751eadfef47816fba8152bf7ff14f60.pdf
(35.57 KB)
uk-dop-e06-0106-10.pdf
(139.61 KB)
uk-dop-e06-0106-issue-9.pdf
(99.15 KB)
uk-dop-e06-0106-issue-8.pdf
(99.04 KB)
uk-dop-e06-0106-issue-7.pdf
(99.61 KB)
uk-dop-e06-0106-issue-6.pdf
(42.29 KB)
uk-dop-e06-0106-issue-5.pdf
(27.77 KB)
b3e3ef5e5492847232064e535a060b5bad7c05f4.pdf
(34.53 KB)
df170b9bc1e51f91e61521449f22ab2e0dd9d847.pdf
(34.35 KB)
European Technical Assessment (ETA)
eta-06-0106-2021-04-09.pdf
(11.66 MB)
eta-06-0106-2020-01-29-cor1.pdf
(13.43 MB)
eta-06-0106.pdf
(13.43 MB)
eta-060106-sst-ab-r10-2018-issued.pdf
(10.1 MB)
eta-060106-sst-ab-v8-2016.pdf
(9.59 MB)