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02 - BTI - We know your business

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WWW.<strong>BTI</strong>-GrOuP.COM<br />

<strong>02</strong><br />

A<br />

Z-21.2-2 1<br />

Monitored<br />

Fire tested<br />

tb<br />

ld<br />

td da<br />

�����<br />

Frame dowel r 10<br />

Fixing system approved by the building authorities for concrete as well as solid brick and lime sand solid stone<br />

g Safety due to excellent extraction strengths<br />

Optimally adapted length of dowel on all solid<br />

building materials with high compressive strength;<br />

lateral channels all around bite into the material;<br />

the positive connection and positive locking<br />

resulting ensure a high extraction value; the<br />

completely cone-shaped screw guide prevents the<br />

screw from exiting and guarantees secure splaying<br />

of the dowel<br />

Seko-TX<br />

Dowel<br />

Type<br />

g rational assembly<br />

Excellent prevention from turning due to broad<br />

rotation locks; stable dowel neck prevents bending<br />

of the dowel during plug-through and protects the<br />

screw from corrosion<br />

g rot, weather and age-proof due to high-quality<br />

nylon material<br />

range of application:<br />

Concrete, solid brick, lime sand solid stone<br />

Item unit Designation Dowel Drill dia. Max. fixing Drill depth Anchor Screws<br />

number Pieces length ld db thickness da min. tb depth dia.<br />

mm mm mm mm td mm mm<br />

015318 100 R 10 – 80 TOSS 80 10 30 60 50 7.0<br />

015319 50 R 10 – 100 TOSS 100 10 50 60 50 7.0<br />

015320 50 R 10 – 115 TOSS 115 10 65 60 50 7.0<br />

015321 50 R 10 – 135 TOSS 135 10 85 60 50 7.0<br />

015322 50 R 10 – 160 TOSS 160 10 110 60 50 7.0<br />

015324 25 R 10 – 200 TOSS 200 10 150 60 50 7.0<br />

015325 25 R 10 – 240 TOSS 240 10 190 60 50 7.0<br />

015326 100 R 10 – 80 TOSS A4 80 10 30 60 50 6.6<br />

015327 50 R 10 – 100 TOSS A4 100 10 50 60 50 6.6<br />

015328 50 R 10 – 115 TOSS A4 115 10 65 60 50 6.6<br />

015329 50 R 10 – 135 TOSS A4 135 10 85 60 50 6.6<br />

015331 50 R 10 – 160 TOSS A4 160 10 110 60 50 6.6<br />

<strong>02</strong>-630 A/P/ <strong>02</strong><br />

Hexagon<br />

Item unit Designation Dowel length Drill dia. Max. fixing Drill depth Anchor Screws<br />

number Pieces ld db thickness da min. tb depth dia.<br />

mm mm mm mm td mm mm<br />

015337 100 R 10 – 80 SSK 80 10 30 60 50 7<br />

015338 50 R 10 – 100 SSK 100 10 50 60 50 7<br />

015339 50 R 10 – 115 SSK 115 10 65 60 50 7<br />

015340 50 R 10 – 135 SSK 135 10 85 60 50 7<br />

015341 50 R 10 – 160 SSK 160 10 110 60 50 7<br />

015342 25 R 10 – 200 SSK 200 10 150 60 50 7<br />

015343 25 R 10 – 240 SSK 240 10 190 60 50 7<br />

<strong>02</strong>-633 A/P/ <strong>02</strong>630<br />

Load capacities<br />

Dowel type Concrete B2 Solid brick Tophole Lime sand Pumice Permissible<br />

FZul kN FZul kN brick HLZ 12 perforated stone bending torque<br />

FZul kN brick KSL12<br />

FZul kN<br />

V2<br />

FZul kN<br />

MB for screws **<br />

Nm<br />

R 10 0.8 0.6 – – 0.25 * 6.9<br />

* F Break: The actual break load without extra safety values<br />

** M B for centric pull loads FZ = 0kN. With simultaneous centric pull load, the permissible bending toque must be reduced acc. to the approval.<br />

Concrete ≥ B 1 Solid brick ≥ MZ 12<br />

Single dowel Dowel pair Single dowel<br />

Axle<br />

spacing<br />

Border<br />

spacing<br />

Axle distance Com-<br />

ponent<br />

thickness<br />

* Valid for additional materials: Lime sand perforated bricks≥ KS 12, tophole brick HLZ, lime sand perforated bricks≥ KSL 6, hollow block stone made of light<br />

2 concrete HBL 2, solid stones and solid blocks made of light concrete V 2<br />

1006<br />

between<br />

single<br />

dowels<br />

between<br />

single<br />

dowels<br />

Axle<br />

spacing<br />

Border spacing Com-<br />

With extra load Without<br />

ponent<br />

extra load<br />

thickness<br />

to nonplastered<br />

to<br />

plastered<br />

a ≥ mm ar ≥ mm ai ≥ mm ag ≥ mm d ≥ mm a ≥ mm ar ≥ mm ar ≥ mm ar ≥ mm d ≥ mm<br />

R 10 100 50 50 150 100 100/250 100 30 250 115<br />

Additional materials*<br />

HBR 10 – – – – – 100/250 100 30 250 175

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