Connecting systems

1/2015
Connecting systems
for modern timber construction engineering
Certainly a great connection.
2
Certainly a great connection.
Welcome to the World of KNAPP®!
As a producer of patented connecting systems we develop and produce high-quality products which are distributed worldwide. Not only
will our connecting systems convince – but also inspire you with the wide range of applications. The comprehensive service offers you
the possibility to find the best, the most efficient and innovative solution for the realisation of your products. On the following pages you
will find our connector systems for modern timber engineering.
IFriedrich Knapp
Company founder
Our Service
The KNAPP®-Team provides competent advice and excellent service for your projects.
I In Germany and Austria we offer full-coverage service by representatives on-site. You will find the right contact person easily and quickly.
www.knapp-connectors.com/ad
I You can reach our internal consultants in Germany and Austria, Monday – Tuesday 8 a.m. to 5 p.m. and on Friday 8 a.m. to 13 p.m.
I You can reach our global sales manager on phone +43 (0)664 / 88 51 52 87 or E-Mail : globalsales@knapp-connectors.com
www.knapp-connectors.com/contact
Our Planner Service
Planner service
I You can visit our online-shop 24 hours a day. Here you will receive comprehensive information
about products and service. After one-time registration you will be able to use the download area.
www.knapp-connectors.com/download
I We offer comprehensive planning and structural-engineering calculations for architects, planners
and structural engineers. Contact us for your next project! We‘d like to offer you statics pre dimensioning, recommending the right connector from KNAPP®. Benefit from our know-how,
many years of experience and rely on our engineers consulting.
www.knapp-connectors.com/planner
24h bestellen
KNAPP® online-store | Order around the clock
You want to be flexible and order at any time? No problem! In our online-store you can easily find
the most fitting connecting system for any purpose and send your order by one mouse click. After
a quick registration, you can immediately start buying online.
www.knapp-connectors.com/online-store
KNAPP® offers the right connection for the areas of:
I Timber construction I Post-beam wood-glass-facade I Prefab walls I Timber construction engineering I Door- and window construction
I Furniture and interior design I Glued glass elements for timber and metal construction
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Concealed | Self-tightening | Demountable
MEGANT® | The heavy-duty connector for timber construction engineering up to 500 kN
System advantages:
ILoad range - standard sizes up to 341 kN, customized solutions up to 500 kN
IMinimum timber width ≤ 100 mm
IConnection options – on wood, steel or concrete
IUnique – mounting possible from all directions without tilting
ILoadable in all directions
IFire protection – three sided concealed jointless installation
IShort crane times by a high degree of prefabrication – only 2 cm hooking way
IDismountable - installed to connect and rebuild
Installation example with MEGANT®:
No reduction of the main beam.
Threaded rod with washers and hex nuts.
No tilting when
mounting!
Profiled base plates made of aluminium with fastening
holes at 45° and 90°.
Conical clamping aluminium caps for closed joints in the
connection area. Additional mounting holes for easy
installation and high horizontal loads.
MEGANT®
290x60x40
MEGANT®
405x60x40
MEGANT®
520x60x40
MEGANT®
290x100x40
More information:
www.knapp-connectors.com/megant
MEGANT®
405x100x40
MEGANT®
520x100x40
MEGANT®
280x150x50
MEGANT®
430x150x50
MEGANT®
550x150x50
3
4
Certainly a great connection.
MEGANT®
Application examples and connection details
Loading direction 50-500 kN
A special purlin design required the
installation from below with the
possibility of tightening from above.
Concealed mounting on three sides by milling
the secondary beam and visible mounting on
main beam.
Insertion direction
eam
in b
Ma x260
0
160
F45,d
Connection finished: The secondary beams are
placed in the clamping jaws.
F45,d
F3,d
eam
dary b
Secon 40
2
1200x
F1,d
eam
dary b
Secon 0
4
4 80 x 2
F1,d
F2,d
MEGANT®
420x200x40
With only 2 cm hooking way, a mounting
in cutouts of concrete walls can be done.
MEGANT®
980x200x60
Secondary beam
840x140
Secondary beam
840x140
Connection on both sides
MEGANT® oblique connection.
Main beam
840x160
Oblique connection
steel
concrete
F2,d
Secondary beam
160/480
MEGANT® 290x100
160
95
30
480
290
95
30
480
290
95
290
30
560
41
F2,d
F2,d
41
160
41
Secondary beam
160/480
MEGANT® 290x100
Steel column HEB 160
Secondary beam
160/480
MEGANT® 290x100
Concrete wall
Main beam
160x560
160
HT-NT connection (wood-wood connection) secondary beam
160
Steel wood connector
480
MEGANT® on wood
Wood concrete connection
5
Concealed | Self-tightening | Demountable
MEGANT® screws
CS-screws with cut point (MEGANT® is supplied with the appropriate CS-screws)
Art.-No. Z1
CS-screw 8x160 with patented half-peak
Application:
For the positioning and slanted screwing as well as mounting of the clamping jaw of MEGANT ®.
MEGANT®
Overview, static values
MEGANT® 60 - Static values with screws 8x160 in timber quality GL24h
Connector
Min. secondary
beam height [mm]
290x60x40
405x60x40
520x60x40
104x440
104x520
104x640
Characteristic values [kN]
max F1,Rk
max F2,Rk
max F3,Rk
12,8
10,4
7,5
81
24,6
116
35,4
129
45,9
max F45,Rk
45,5
MEGANT® 100 - Static values with screws 8x160 in timber quality GL24h
Connector
Min. secondary
beam height [mm]
290x100x40
405x100x40
520x100x40
142x440
142x520
142x640
Characteristic values [kN]
max F1,Rk
max F2,Rk
max F3,Rk
23,9
23,9
23,9
116
35,4
167
51,0
211
66,1
max F45,Rk
65,6
MEGANT® 150 - Static values with screws 8x160 in timber quality GL24h
Connector
Min. secondary
beam height [mm]
280x150x50
430x150x50
550x150x50
194x360
194x520
194x640
Characteristic values [kN]
max F1,Rk
max F2,Rk
max F3,Rk
max F45,Rk
33,8
33,8
33,8
109
35,4
65,6
204
66,1
265
85,7
82,7
Custom solutions of MEGANT® Special sizes on request (Examples on the list)
720x150x50
830x150x50
1060x150x50
1120x150x50
194x780
194x895
194x1125
194x1180
33,8
33,8
12,3
7,0
352
409
85,7
521
82,7
548
Certificates for F1 and F2 must be splitted and not to be combined !
A testable structural predimensioning
is available upon request from KNAPP®.
Factor f for other timber species
GL24c
GL24h
GL28h
GL32h
0,94
1,00
1,06
1,10
F1,d
F45,d
eam
Characteristic values for traction
Characteristic values in direction of insertion
Characteristic values against the direction of insertion
Characteristic values perpendicular to the direction of insertion
in b
Ma
F1,Rk
F2,Rk
F3,Rk
F45,Rk
F3,d
F45,d
dary
Secon
m
a
e
b
dary
Secon
beam
F2,d
F1,d
6
Certainly a great connection.
MEGANT®
Assembly procedure
13:16 | After aligning
the secondary beam,
MEGANT® is hooked.
13:21 | For threading and
dropping, MEGANT®
requires only 2 cm.
13:23 | Insert the threaded
rods and drill them into
the caps.
13:24 | Tighten the nuts.
13:25 | Connection finished.
MEGANT®
Fire protection
IIs an invisible connection required or particular requirements for fire
protection, the system can be easily processed on 3 sides covered.
IJointless connection - no additional covers or fire protection
ribbons required.
IAccording to DIN4102-2 20 mm wood covering are required
for 30 minutes fire resistance. Even a higher fire resistance (i.e. R60)
is possible.
MEGANT® Drilling-jig
MEGANT®
Art.-Nr. K08030663/00001
Art.-Nr. K08030664/00001
Art.-Nr. K08030665/00001
Art.-Nr. K08030666/00001
Art.-Nr. K08030667/00001
Drilling-jig MEGANT® 290x60x40
Drilling-jig MEGANT® 405x60x40
Drilling-jig MEGANT® 520x60x40
Drilling-jig MEGANT® 290x100x40
Drilling-jig MEGANT® 405x100x40
Art.-Nr. K08030668/00001
Art.-Nr. K08030669/00001
Art.-Nr. K08030670/00001
Art.-Nr. K08030671/00001
Application:
For an exact predrilling of the positioning screwing.
Drilling-jig MEGANT® 520x100x40
Drilling-jig MEGANT® 280x150x50
Drilling-jig MEGANT® 430x150x50
Drilling-jig MEGANT® 550x150x50
MEGANT®
Custom solutions for forces up to 500 kN
IComprehensive advice from your personal contact and our technical department
IProfessional support for project-related detailed preparation and static predimensioning
ICreate an optional project-based verifiable static
MEGANT® for 420 kN
Example: Storage hall Großarl (A)
Oblique connections
Example: Restaurant Schnepfenried (FR)
Static calculation by external
engineering office.
Concealed | Self-tightening | Demountable
7
RICON® S | The connector for main and secondary beam up to 100 kN*
System advantages:
IConnector for timber frame, wood frame buildings and halls
ITimber width from 100 mm upwards
IUniversally applicable to timber, steel or concrete
ISimple screwing without predrilling
IEasy hooking by large V-shaping – only 3,5 cm hooking way
IThree- and four-sided concealed connection
IHigh fire resistence through three- and four-sided concealed mounting
IAdjustable collar bolt up to 5mm length tolerance at full load capacity
IOptional – securing against the insertion direction with clip lock
INEW: ETA additionally with hardwood material
The V-shape moulding provides perfect catch of the collar bolt. The
strong tension and the short slide-in alleviates the connecting and
guarantees joint sealing.
RICON® S is made of premium quality steel, hot-dip galvanized and
produced in Germany.
KNAPP® CS-screws with cut point for extra fast starts and screwing.
The reinforced shaft provides force-fit connection.
RICON® S60 VS
140x60x25
RICON® S60 VS
200x60x25
The RICON®S clip lock, made from stainless spring steel, locks the
connection against slide-in direction and can optionally be used for
stress against slide-in direction or wind suction.
There are different versions of the collar bolt available for RICON® S
which offers four different connection options.
ETA
More information:
www.knapp-connectors.com/ricons
RICON® S80 VS
200x80x25
*Charact. load carrying capacity F2,Rk in insertion direction applies only to the use of original KNAPP® cs-screws according to ETA 10/0189.
RICON® S80 VS
290x80x25
8
Certainly a great connection.
RICON® S
Application examples and connection details
Ridged roof with purlins
and latch connections
F2
Single connection
aN,i
Joining header/joint
with RICON® S
Single and double connection
HN
Full-thread screws with
cut point for lateral compression
reinforcements of header
Longitude L
F2
t1
Header
Joint
Joint
Header
BH
in
rl
Pu
Pillar
F2
Double connection
Rid
ge
F2
Joint
f ra
Joint
Header
dr
oo
fte
r
ch
Lat
t2
RICON® S60:
Fit bolt/thread bar
Ø 8 mm with jam nut M8
RICON® S80:
Fit bolt/thread bar
Ø 10 mm with jam nut M10
F
Pillar
5
e
Header and joint
with retaining screw
Latch
26
Ø
≥ 50
Pillar/Post
RICON® S housed into a rafter
Rafter
100/400
Rafter
100/400
1640
22°
I Hall roof of carpentry S. Hinrichsen
(Germany)
22°
400
Connection
RICON® S VK
400
RICON® S VK
Ridge purlin
240/1640
240
RICON® S housed into the ridge beam
400
Ridge beam
240/1640
400
RICON® S VK
Rafter 100/400
(All dimensions in mm)
Ridge Purlin
1640
Rafter 100/400
9
Concealed | Self-tightening | Demountable
RICON® S
Application prefabricated houses
Connecting header with timber frame
construction or cross-laminated timber wall
Steel connection
4,50
F2
4,50
F1
E1
HN
Zusatzbefestigung der
ZWISCHENSCHICHT F1
interior wall.
E1.1 Bearer 160/240
E1
Joist 120/240,
e=100 cm
E3
Joint/
Header
Header 140/240
4,50
F
Cross-laminated timber wall
F2
Non-load bearing
E2 Beam 200/360
Interlayer
tzw < 26
Joist 120/240,
e=100 cm
4,50
Joint
Header
I First node for dome
Main floor
Main floor
footprint
footprint
Top floor
footprint
RICON S mit
verschraubten
Kragenbolzen
HAUPTTRÄGER
F2
B
F2
F1
RICON® S 200x80
connection of a joist
F2
Ceiling of a timber frame construction
F1
F2
Joist
120/240
F1
F1
Stanchion
IPE 240, ST 37
Hauptträgerzangenanschluß mit Schwer
er
ad 60
He 0/3
2
1
320
Vierseitiger Stützenanschluss mit Schwerlastverbinder
F2
F2
F1
2 RICON® S
with 11 PB 10x160 each
Post 140/14
0
F4
F2
F1
F2
F2
Beam 140/
connectio 240, e = 1,00 m
n to post w
RICON® S 20
ith
0x80
F1
220
ith
tw
60 s
/3 o po 0
0
t
8
14 n x
er tio 90
ad nec ® S 2
e
H on N
c ICO
R
F2
F4
F1
F5
F5
Alternative ways to connect
10
Certainly a great connection.
RICON® S
Characteristic values for dimensioning can be taken from the ETA Static Folder.
RICON® S / - Collar bolts and screwing
Art.-No. VS: K / VK: K / EK: K / GK: K
HeaderJoint
12
12
Screwing
Connector
Joint
Header
140/60
VS
10 x CS 8x160
10 x CS 8x80
53,0
140/60
VK D12
8 x CS 8x160
8 x CS 8x80
39,8
A
Available on request:
40
KNAPP
Z-9.1-698
10 30
Minimum screwing : n = 7
60
Ø
od 12
Ø 2 er
2
140
40
Ø
8
Ø
6
Holzforschung
Austria
A
8
60
A-A
5
Charact.
values
[GL24h]
F2,Rk [kN]
Collar
bolt
140/60
EK M12
7 x CS 8x160
7 x CS 8x80
36,0
140/60
GK M12
7 x CS 8x160
7 x CS 8x80
36,0
Clip lock: F3,Rk = 18,0 kN
Minimum timber cross section: 100 x 160 mm
RICON® S 200/60 - Collar bolts and screwing
Art.-No. VS: K7 / VK: K / EK: K / GK: K36
12
HeaderJoint
12
40
A
10 30
Ø
od 12
Ø 2 er
2
Minimum screwing : n = 8
Joint
Header
200/60
VS
16 x CS 8x160
16 x CS 8x80
60,0
200/60
VK D12
9 x CS 8x160
9 x CS 8x80
49,7
200/60
EK M12
8 x CS 8x160
8 x CS 8x80
44,7
200/60
GK M12
8 x CS 8x160
8 x CS 8x80
44,7
40
KNAPP
Z-9.1-698
Holzforschung
Austria
Clip lock: F3,Rk = 18,0 kN
A
8 22
60
5
RICON® S
A-A
Minimum timber cross section: 100 x 220 mm
Characteristic values for dimensioning can be taken from the ETA Static Folder.
RICON® S 200/80 - Collar bolts and screwing
Art.-No. VS: K8 / VK: K8 / EK: K53 / GK: K142
16
Joint
12
A
Screwing
Connector
Collar
bolt
200/80
VS
200/80
VK D16
Joint
Header
40
Header
Ø
od 16
Ø 2 er
2
Holzforschung
Austria
A
10 30
Minimum screwing : n = 8
80
A-A
5
16
A
100
9 x CS 10x200
9 x CS 10x100
70,5
EK M16
8 x CS 10x200
8 x CS 10x100
63,0
200/80
GK M16
8 x CS 10x200
8 x CS 10x100
63,0
Clip lock: F3,Rk = 18,0 kN
Minimum timber cross section: 120 x 230 mm
Connector
12
16 x CS 10x200 16 x CS 10x100
200/80
RICON® S 290/80 - Collar bolts and screwing
Art.-No. VS: K9 / VK: K41 / EK: K56 / GK: K145
Joint
Charact.
values
[GL24h]
F2,Rk [kN]
Available on request:
40
10 30
KNAPP
Z-9.1-698
200
120
Ø
10
Ø
6
Header
Charact.
values
[GL24h]
F2,Rk [kN]
Available on request:
200
120
Ø
8
Ø
6
Screwing
Collar
bolt
Connector
Screwing
Collar
bolt
Joint
290/80
VS
290/80
VK D16
Header
Charact.
values
[GL24h]
F2,Rk [kN]
20 x CS 10x200 20 x CS 10x100
100
9 x CS 10x200
70,5
9 x CS 10x100
Ø
10
Ø
6
290
210
Available on request:
EK M16
8 x CS 10x200
8 x CS 10x100
63,0
GK M16
8 x CS 10x200
8 x CS 10x100
63,0
Clip lock: F3,Rk = 18,0 kN
Ø
od 16
Ø 2 er
2
Minimum timber cross section: 120 x 320 mm
KNAPP
10 30
Minimum screwing : n = 8
290/80
290/80
40
Z-9.1-698
Holzforschung
Austria
A
10 30
80
5
A-A
11
Concealed | Self-tightening | Demountable
RICON® S
Pre-dimension
Minimum timber cross section for joint for RICON® S connection in reference to uniformly distributed load qk and span L for glued
laminated timber and GL  h according DIN  (release 2008) and Eurocode 
Roofs, rafters, rafter latches
(service classes -, load-duration class: short-term) Dead-load gk (40%) e. g. self-weight and alternating load qk (60%) e. g. wind, snow, live-load
Uniformly distributed load qk
Span L
4,00 m
5,00 m
6,00 m
7,00 m
8,00 m
qk = 3,00 kN/m
qk = 4,00 kN/m
qk = 5,00 kN/m
qk = 6,00 kN/m
qk = 7,00 kN/m
qk = 8,00 kN/m
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
RICON® S
10/20
140/60
10/26
200/60
12/28
200/60
12/34
200/80
12/38
290/80
RICON® S
10/22
140/60
12/26
200/60
12/32
200/80
12/36
290/80
12/42
290/80
RICON® S
10/24
200/60
12/28
200/60
12/34
200/80
12/40
290/80
12/46
290/80
RICON® S
10/26
200/80
12/30
200/80
12/36
200/80
12/42
290/80
12/48
290/80
RICON® S
12/26
200/80
12/32
200/80
12/38
290/80
12/44
290/80
RICON® S
12/28
200/80
12/34
200/80
12/40
290/80
Residential building, ceilings
(service classes -, load-duration class: medium-term) Dead-load gk (40%) e. g. self-weight and alternating load qk (60%) e. g. wind, snow, live-load
Uniformly distributed load qk
Span L
4,00 m
5,00 m
6,00 m
7,00 m
8,00 m
qk = 3,00 kN/m
qk = 4,00 kN/m
qk = 5,00 kN/m
qk = 6,00 kN/m
qk = 7,00 kN/m
qk = 8,00 kN/m
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
RICON® S
RICON® S
RICON® S
RICON® S
RICON® S
RICON® S
10/20
140/60
10/26
200/60
12/28
200/60
12/34
200/80
12/38
290/80
10/22
140/60
12/26
200/60
12/32
200/80
12/36
290/80
12/42
290/80
10/26
200/60
12/28
200/60
12/34
200/80
12/40
R290/80
12/46
290/80
12/26
200/80
12/32
200/80
12/38
200/80
12/44
290/80
12/50
290/80
12/28
200/80
12/34
200/80
12/40
290/80
12/28
200/80
12/36
200/80
12/42
290/80
Storage building, ceilings
(service classes -, load-duration class: long-term) Dead-load gk (40%) e. g. self-weight and alternating load qk (60%) e. g. wind, snow, live-load
Uniformly distributed load qk
Span L
4,00 m
5,00 m
6,00 m
7,00 m
8,00 m
qk = 3,00 kN/m
qk = 4,00 kN/m
qk = 5,00 kN/m
qk = 6,00 kN/m
qk = 7,00 kN/m
qk = 8,00 kN/m
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
Cross timber section
w/l [cm/cm]
RICON® S
RICON® S
RICON® S
10/24
140/60
12/28
200/60
12/32
200/80
12/38
290/80
12/44
290/80
10/26
200/60
12/30
200/60
12/36
200/80
12/42
290/80
12/48
290/80
RICON® S
12/26
200/80
12/34
200/80
12/40
290/80
12/46
290/80
RICON® S
12/28
200/80
12/36
290/80
12/42
290/80
RICON® S
10/22
140/60
10/26
200/60
12/28
200/60
12/34
200/80
12/38
290/80
12/30
200/80
12/38
290/80
Connec
tion
Character
istic
Systems
and desig
I ETA STATIC
n values
S FOLDE
R
/ Stati
c examples
Concealed
|
The table values are only to be applied for loading in direction of insertion. The minimum cross section of the secondary beam is calculated for timber C24
(S10). For the connection force of GIGANT, the live load over the bearing was set to 1,0 kN (man load upon the bearing).
Detailed information for static calculation are indicated in the ETA Static Folder. Find more information at www.knapp-verbinder.com/download
* Technical
contents
are valid,
until an
update is
available
(online on
website).
ETA
I For all
soft- and
hardwo
ods
Self-tight
valid from
2014-11-01*
ening |
Demount
able
12
Certainly a great connection.
RICON® S screws
CS-screws RICON® S60 with cut point (RICON® S will supplied with the appropriate CS-screws)
Art.-No. Z0
Art.-No. Z1
CS-screw 8x80 with patented half-peak
CS-screw 8x160 with patented half-peak
Application:
To screw in longitude (8x80) or end grain (8x160).
CS-screws RICON® S80 with cut point (RICON® S will supplied with the appropriate CS-screws)
Art.-No. Z
Art.-No. Z3
CS-screw 10x100 with patented half-peak
CS-screw 10x200 with patented half-peak
Application:
For screwing RICON® S into main (post) or secondary beam (latch).
RICON® S Accessories
Routing-jig RICON® S S/S
Art.-No. K10
Art.-No. K11
Routing-jig MULTI F6 (plywood) for all RICON® S60 sizes
Routing-jig MULTI F (plywood) for all RICON® S60 sizes
Advice: The routing-jig MULTI F is suitable for a Ø = 30 mm guide bush
(for plunge router) and a Ø = 15 mm TCT router cutter.
Application:
For milling in concealed mounting.
TCT router cutter
Art.-No. Z068
TCT router cutter Ø = 15, Length =40 mm and Ø = 12 mm Schaft
Application:
To recess the rebate for RICON® S.
Pan head screws RICON® S80
Art.-No. Z521
Art.-No. Z522
PH-screw 10x80
PH-screw 10x120
Application:
For screwing the interlayer on slanted screw connections.
Full threaded CS-screws with cut-point
Header
F
Full-thread screws with
cut point for lateral compression
reinforcements of header
Joint
BH
Application:
Diameter (d1)
Length (mm)
Ø = 8 mm
160
180
200
220
240
260
280
300
350
400
450
500
550
600
Ø = 10 mm
160
180
200
220
240
260
280
300
350
400
450
500
550
600
Sizes available on request.
Full threaded countersunk screws for lateral compression reinforcements of header and/or joint.
Clip lock RICON® S (made of stainless spring steel)
Clip lock RICON® S60
Clip lock RICON® S80
15,7
16
Art.-No. K
Art.-No. K
50
Application:
60
8
Ø
Ø
10
44
80
60
51
The clip lock locks the connection against slide-in direction and is used for stress against slide-in direction or wind suction.
2.
:06S ®NOCIR
08x8 :TH
061x8 :TN
13
.2
Concealed | Self-tightening | Demountable
RICON® S collar bolt
Screwed collar bolt (VK)
Art.-No. Z
Art.-No. Z
S80: VK D16
S60: VK D12
:08S ®NOCIR
001x01 :TH
002x01 :TN
1. Position collar bolt into the
provided hole
2. Fasten collar bolt with full
threaded CS-screw
1.
F
Necessary screws :
RICON® S60:
2.
1.
Joint
Header
1. Kragenbolzen in vorgesehenes
HT:
8x80
Loch
einsetzen
NT: 8x160mit Vollgewinde2. Kragenbolzen
Schraube befestigen
RICON® S80:
HT: 10x100
Verwendete
Schraube:
RICON®
NT: S60:
10x200
HT: 8x80
NT: 8x160
2.
nerhobrov hcolkcaS .1
rettumgnaL tim KS nezlobnegRICON®
arK .2 S80:
rednibreV ma rettumretnoK dnHT:
u 10x100
nebuarhcsreNT:
v 10x200
neheiztsef dnu nelletsnie ehöH .3
dnu nekcets hcolkcaS ni rednibreV .4
negitsefeb nebuarhcS S ®NOCIR tim
1. Position collar bolt into the
provided hole
2. Fasten collar bolt with full
threaded CS-screw
Necessary screws :
RICON® S60:
Application:
HT: 8x80
NT: 8x160
Art.-No. Z558
Art.-No. Z559
.1
.2
.2
2. Fasten
socket headon
screw
Screwed collar bolt for fast 3.and direct screwing,
especially
interlayers.
coupling nut and
08S ®NOCIR ieb gnurhowith
B
Hint: This way of connection requires
very
accurate
rebate
depth
(no tolerances).
jam
nut
to
the
connector
t
mm 82 = D ,mm 05 = t
3. Adjust height and tighten up
4. Plug connectors in blind hole and
fasten with RICON® S CS-screws
1.
2.
S60: EK M12
S80: EK M16
Zusatzbefestigung der
ZWISCHENSCHICHT
Depth:vorbohren
t = 40 mm,
1. Sackloch
2. Kragenbolzen
Diameter:SKDmit
= Langmutter
22 mm
und Kontermutter am Verbinder
verschrauben
Blind
hole und
for festziehen
RICON® S80
3. Höhe
einstellen
4. Verbinder
stecken und
Depth:intSackloch
= 50 mm,
mit RICON® S Schrauben befestigen
3.
t
1.
2.
HAUPTTRÄGER
Screwed
collar bolt
Bohrung bei RICON® S80
t = 50 mm, D = 28 mm
1. Bore blind hole
2. Fasten socket head screw
with coupling nut and
jam nut to the connector
3. Adjust height and tighten up
4. Plug connectors in blind hole and
fasten with RICON® S CS-screws
Application:
RICON S mit
verschraubten
Kragenbolzen
Diameter: D = 28 mm
Bohrung bei RICON® S60
t = 40 mm, D = 22 mm
Blind hole for RICON® S60
Depth: t = 40 mm,
Diameter: D = 22 mm
F
Blind hole for RICON® S60
2.
t
1.
Interlayer
tzw < 26
06S ®NOCIR ieb gnurhoB
1. Bore blind hole
mm 22 = D ,mm 04 = t
RICON® S80:
2.
Retaining
HT: 10x100 screw collar bolt (EK)
NT: 10x200
.3
t
nerhobrov hcolkcaS .1
hcsnalF tim KS nezlobnegarK .2
ma esuähegnezlobredeF dnu
negitsefeb rednibreV
dnu nekcets hcolkcaS ni rednibreV .3
negitsefeb nebuarhcS S ®NOCIR tim
Screwed
collar bolt
.3
Thread bar
t
.1
06S ®NOCIR ieb gnurhoB
mm 03 = D ,mm
6 = t blind hole
1.0Bore
.2
.2
Jam nut
Retaining screw collar bolt for connections2.to
concrete
and/or
Fasten
socket head
screw wood components for timber engineering.
08S ®NOCIR ieb gnuwith
rhoB flansh nut and spring bolt
Coupling nuts are used to connect
pieces
rod,
anchor bolt or connecting bolts.
mm
53 = D ,mof
m 0housing
7threaded
=t
on the connector
Blind hole for RICON® S80
Depth: t = 50 mm,
SpringD retaining
Diameter:
= 28 mm
3.
screw collar bolt (GK)
2.
Art.-No. Z592 S60: GK M122.
Art.-No. Z593 S80: GK M16
3. Plug connector in blind hole and
fasten with RICON® S CS-screws
t
1.
3.
2.
2.
t
1.
1. Blind
Sackloch
vorbohren
hole
for RICON® S60
2. Depth:
Kragenbolzen
mit Flansch
t = 60SKmm,
und Federbolzengehäuse am
Diameter: D = 30 mm
Verbinder befestigen
3. Verbinder in Sackloch stecken und
Blind
holeSfor
RICON®befestigen
S80
mit RICON®
Schrauben
Depth: t = 70 mm,
Diameter:
= 35 mm
Bohrung beiDRICON®
S60
Depth: t = 40 mm,
Diameter: D = 22 mm
Blind hole for RICON® S80
Depth: t = 50 mm,
Header D = 28 mm
Diameter:
Hard-wood wedge for disassembling
Joint
t = 60 mm, D = 30 mm
Bohrung bei RICON® S80
t = 70 mm, D = 35 mm
t
1.
1. Bore blind hole
2. Fasten socket head screw
with flansh nut and spring bolt
housing on the connector
3. Plug connector in blind hole and
fasten with RICON® S CS-screws
Hard-wood wedge for disassembling
Blind hole for RICON® S60
Application:
Spring retaining holding screw for the installation of components in-between two fixed parts (such as header latches or pillars).
Depth: t = 60 mm,
Diameter: D = 30 mm
Blind hole for RICON® S80
Depth: t = 70 mm,
Diameter: D = 35 mm
RICON® S
Fire resistance
IIs an invisible connection required or particular requirements
for fire protection, the system can be easily processed on three or four-sides covered.
IJointless connection – no additional covers or fire protection
ribbons required.
IAccording to DIN4102-2 20 mm wood covering are required
for 30 minutes fire resistance. Even a higher fire resistance
(for example R60) is possible.
14
Certainly a great connection.
RICON® S
Installation
I Routing machine with KNAPP® routing-jig.
I Installation with CNC joinery machine possible – all data for the standard CNC joinery machine programms are included.
Routing dimensions for RICON® S60 / S80
CNC joinery machine
Width
Length
Depth
(VK, EK)
60 mm /
80 mm
var.
25 mm
Depth (GK)
End grain Longitudinal
13 mm
13 mm
1)Routing with routing-jig and
routing machine.
Installation RICON® S VS
2)Position the screws
3)Screw on
4) Screw on counter part
3)Screw on
4) Screw on counter part
Installation RICON® S VK
2)Position the screws
Construction manuals, .DXF drawings for RICON® S-System as well as your personal consultant in your area, please visit:
www.knapp-connectors.com/download
Recommended software partners for machine processing:
Concealed | Self-tightening | Demountable
15
RICON®, RICON® S, MEGANT®
Selected reference project
Object: renovation of a restaurant in Schnepfenried/France; SMA Syndicat mixte d‘aménagement des stations de montagne de la vallée de Munster, F-68140
Munster; Architect: Ateliers d-Form, F-68230 Soultzbach Les Bains, www.atelier-d-form.com; Statics: Optime Ingénierie, 68230 Soultzbach Les Bains, contact@
optime-be.com, Construction Companie: Dattler, 20 rue des Prés, 68640 Feldbach, www.dattler.fr
Object: Eurospar Attnang-Puchheim; Architect: Dworschak+Mühlbachler Architekten ZT GmbH; Planner: Dworschak+Mühlbachler Architekten ZT
GmbH; Statics: Ingenieurbüro Meinhart und Partner Ziviltechniker GmbH;
Timber Construction: Schmid Baugruppe Holding AG www.schmid-baugruppe.at Prefab: Buchacher Holzleimbau GmbH; Constructor: GNIGL Projektentwicklung und Errichtungs GmbH Client: Spar Österreichische Warenhandels AG;
Modded surface: 2.150 m² Usable Area: 310 m²
Service
Contact
order 24h/24
Download
+43 (0)664 / 88 51 52 87
globalsales@knapp-connectors.com
+49 (0)8122 / 959 41 0
info@knapp-connectors.com
Do you have questions about a optimal
solution for your project?
Find your sales representative easily
on our website:
You want to order around the clock?
Our KNAPP® online-store is open 24h
each day.*
All brochures, data sheets, technical
details are downloadable from our
web site.
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knapp-connectors.com/download
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info@knapp-connectors.com
+49 (0)8122 / 959 41 0
globalsales@knapp-connectors.com
+43 (0)664 / 88 51 52 87
on our website:
Find your sales representative easily
solution for your project?
Do you have questions about a optimal
Contact
* not available in Austria and Switzerland.
* not available in Austria and Switzerland.
knapp-connectors.com/online-store
knapp-connectors.com/download
each day.*
Our KNAPP® online-store is open 24h
You want to order around the clock?
web site.
details are downloadable from our
All brochures, data sheets, technical
Download
Service
order 24h/24
1/2015 | KNAPP®-Brochure Timber constr. eng. E 01/2015 © The KNAPP® logo is a registered trademark of the trademarkowner Knapp GmbH, A-3324 Euratsfeld.
Concealed | Self-tightening | Demountable
The technical contents in this brochure are valid, until a (on our website for download) new brochure is available. This brochure is the exclusive property of Knapp GmbH. Duplication, reproduction or publication, including excerpts,
only with the prior written permission of Knapp GmbH. All calculations given in this brochure are made in subject to any printing and typing errors and other mistakes. Technical drawings and calculations, especially those affecting
the statics, on customer‘s own responsibility. Any calculations and drawings in this respect by the company Knapp GmbH are subject to proposals for the orientation and / or liability for the accuracy and therefore not free the customer
to wear it even for a proper drawing and calculation by a professional concern. Picture credits are available and can be requested if required. All rights reserved. Copyright © 2014 by Knapp GmbH.
Knapp GmbH I Wassergasse 31 I A-3324 Euratsfeld I Tel.: +43 (0)7474 / 799 10 I Fax: +43 (0)7474 / 799 10 99
Knapp GmbH Niederlassung Deutschland I Katharina-Fischer-Platz 1 I D-85435 Erding
Tel.: +49 (0)8122 / 959 41 0 I Fax: +49 (0)8122 / 959 41 10 I E-Mail: info@knapp-connectors.com