Glulam Timber Connectors The following information refers to connectors suitable for use in Glulam timber construction.
C-GLULAM-0711 Issued July 2011
`
Glulam Connectors
Contents
Page 3
About Glulam
Page 4
Anchor Bolts and Resins
Page 5
Heavy Duty Post Bases
Page 6
Aluminium Shear Rings
Page 7-14
Concealed Beam Hangers
Page 15-18
Face Fix Hangers
Page 19
Fastenings
® Pièces hors standard Simpson Strong-Tie
Pièces hors standard
Outre la gamme la plus large du marché, nos ressources techniqu permettent de répondre aux demandes de pièces hors standard. Su nous fabriquons votre connexion bois sur mesure.
FABRICATION SPECIALE SUR P • Aciers S235JR, Inox 304L ou Inox 316L
Page 22-23
Made to Connector Order Forms
• Pliage manuel ou numérique
®
Bespoke Connectors
Catalogue D/G-F 2010 © SIMPSON Strong-Tie
Page 20-21
• Epaisseur et diamètre des perçages sur demande
2
• So ou
• Fin él an
Glulam Connectors
Sustainable, Durable, Beautiful About Glulam With the Construction Industry becoming ever more conscious of environmental issues, companies are taking a fresh look at building structures and carbon emissions. As a more sustainable material than steel, Glulam contributes to this goal. Glulam timbers are being used where steel beams and columns would have been employed in buildings such as schools, supermarkets and large commercial buildings. Simpson Strong-Tie® have designed a range of connectors to help build Glulam structures safely and economically, by standardising the products and obtaining CE approval where possible. The following pages give technical information on the connectors, including sizes and load capacities, making life easier for designers and specifiers alike. For technical queries please contact: Telephone: Fax: Email:
+44(0)1827 255600 +44(0)1827 255629
[email protected]
For sales enquiries contact our Engineered Timber Division: Telephone: Fax: Email:
+44(0)1827 255604 +44(0)1827 255616
[email protected]
3
Glulam Connectors
Anchor Bolts & Concrete Resins Superplus/Liebig Anchor/BOAX/AT-HP/LMAS Shown below are the Heavy Duty Anchor Bolts and Concrete Resin products which are suitable for use in Glulam Timber applications:
Super Plus BLS
Super Plus BLS
AS Anchor
AB Anchor
BOAX
LMAS
Chemical Anchors
Zinc Coated Under-cut Anchor
Stainless Steel Under-cut Anchor
Stainless Steel Anchor with hex head screw and domed washer
Stainless Steel Anchor with hex nut, domed washer and threaded stud.
Throughbolt with hex nut and washer.
Threaded Stud with hex nut and washer.
A range of styrene free and pure epoxy resins.
Range
Superplus BLS
Liebig Anchor
BOAX
Material Grade 8.8 Carbon Steel Zinc Plated A4-80 Stainless Steel Grade 8.8 Carbon Steel Zinc Plated
Carbon Steel Zinc Plated
Grade 5.8 Carbon Steel Zinc Plated A4-70 Stainless Steel
1. 2. 3. 4.
4
ETA-01/0011 (Option 1) ETA-05/0013 (Option 1) ETA-06/0123 (Option 1)
A4-80 Stainless Steel (Type AB) A4-70 Stainless Steel (Type AS)
A4 Stainless Steel
AT-HP/LMAS
Approval
ETA-08/0276 (Option 1) ETA-08/0276 (Option 1) ETA-09/013 (Option 7) ETA Pending
Thread Size
Drill Hole Ø (mm)
Permissable Load Range Tension
Shear
M18
14
6.1 -10.8
6.1 - 23.7
M12
20
17.2 - 28.4
34.4 - 40.0
M16
25
44.1 - 53.0
67.4
M8
14
6..1 - 13.1
6.1 - 24.0
M12
20
17.2 - 30.1
34.4 - 48.5
M16
25
44.1 - 56.1
88.2 - 90.7
M10
15
9.5 - 14.8
22.3
M12
20
17.1 - 26.6
34.3
M16
25
24.0 - 37.2
48.0 - 54.9
M10
15
7.1 - 11.0
7.1 - 11.0
M12
20
10.7 - 15.8
24.6 - 28.9
M16
25
16.0 - 23.7
40.0 - 49.5
M10
10
6.3 - 8.1
8.7
M12
12
7.9 - 10.1
11.0
M16
16
16.7 - 21.4
21.0
M10
10
6.3 - 8.1
8.7
M12
12
7.9 - 10.1
11.0
M16
16
16.7 - 21.4
21.0
M12
14
24.8 - 29.3
23.4
M16
18
26.9 - 31.8
36.6
M20
24
39.7 - 46.8
52.6
M12
14
24.8
25.2
M16
18
26.9
39.4
M20
24
39.7
56.8
Loads are based on Non-Cracked concrete (C20/25 - C50/60). For further information please refer to Simpson Strong-Tie® Liebig Technical Manual. “Re-bar” drill bits are available on request. Design calculations for all anchors are available on request.
Glulam Connectors
Heavy Duty Post Bases PBH and PISBMAXI Heavy duty elevated post bases to suit various sizes of timber and Glulam post. Non-standard sizes to order. Dowels are supplied with the Post Base.
•
▼
F1
Material:
F2
▼
Fh
8mm mild steel plate fin, top plate and bottom plate.
•
Post bases allow for a rigid fixing of the post to
F4
F3
▼
42mm diameter mild steel tube.
▼
Fv
•
the ground whilst protecting the end timber from
B1
W1
moisture.
H
•
Post bases are fully hot dipped galvanised.
•
Post to foundation connectors made to customer’s design. B2 W2
Dimensions
Dimensions (mm) Model Number
Lower Plate
Flitch Plate
Top Plate
Height
W2
B2
W1
B1
Fv
Fh
PBH75
100
160
75
75
110
45
200
PBH120
155
155
120
120
110
90
200
PISBMAXIG-B
200
200
120
120
105
90
118
Performance Data Characteristic Loads (kN) Model Number
Download (F1)
PBH75
Uplift (F2)
Lateral (F3)
Lateral (F4)
Timber
Steel
Timber
Steel
Timber
Steel
Timber
Steel
170
109
7.8
8.6
5.3
3.9
5.3
3.8
PBH120
219
109
20.7
22.8
7.7
3.9
7.6
3.8
PISBMAXIG-B
272.2
256.9
42.1
-
27.5
14.1
12.3
-
Fastenings Fasteners Type
Base
Post
Qty
Type
Ø (mm)
Qty
Type
Ø (mm)
PBH75
2
Bolt
12
2
Dowel
8
PBH120
4
Bolt
12
4
Dowel
8
PISBMAXIG-B
4
Bolt
16
2
Dowel
12
1. 2.
Non-standard sizes are available to order. Dowels are supplied with the post base.
Bespoke flitch plate and stand off design and manufacturing service available - see pages 22-23. 5
Glulam Connectors
Cross Laminated Timber Connections Shear Ring Rings Aluminium Alloy Shear Ring Type A1 Shear Rings are designed to provide enhanced performance in timber and to improve the load recovery of the bolt. Shear Ring Installation The assembly of the rings needs a specific arbor/drill to make a circular imprint of the ring. The connection is complete once all fasteners are tightened accordingly. Each bolt requires 2 washers, one on either side of the timbers, please see the minimum dimensions in the table below.
Distances to the Side
Ring Specification dc
c
dc-t
Dimension of Rings (mm)
Type of Ring
A1
Outside Ø
Height
Dimension of Bolts (mm)
Thickness
Radius
Washer
Bolt Ø
dc
hc
t
r
Ø or side
Thickness
A1-65-B
65
30
5
50
12
36
3.6
A1-80-B
80
30
6
50
12
36
3.6
A1-95-B
95
30
6
60
12
36
3.6
A1-126-B
126
30
6
60
12
36
3.6
A1-128-B
128
45
8
60
12
36
3.6
A1-190-B
190
45
10
60
20
60
6
Definition of Assembly
Type of Ring
A1
Timber
Distances (mm) Minimum
According to EN 13271
Class
Thickness
C24
t1
t2
a1
a2
a3,c
a3,t
a4,c
a4,t
de 0º ≤α
