Download - Aluma Frame Manual 19
Aluma Frame Table System
Al_Frame.Brochure_000_09/10Aluma Systems Concrete Construction
Aluma Frame Table
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CANADA
Calgary, ABT 403.212.4832
Edmonton, ABT 780.440.1692
Montreal, QCT 514.383.1985
Ottawa, ONT 613.745.7081
Saint John, NBT 506.633.9820
Halifax, NS T 902.468.9533
Saskatoon, SKT 306.931.7888
St. John’s, NLT 709.753.3325
Toronto, ONT 905.669.5282
Vancouver, BCT 604.940.3000
Victoria, BCT 250.652.9409
Winnipeg, MBT 204.633.7072
USA
Atlanta, GAT 404.699.0979
Baltimore, MDT 301.937.5090
Chicago, ILT 847.875.4526
Houston, TXT 832.226.5100
Las Vegas, NVT 702.866.6513
Phoenix, AZ T 602.212.0350
San Jose, CAT 408.238.6969
Seattle, WAT 425.251.0270
Tampa, FLT 813.626.1133
INTERNATIONAL
InternationalT 905.699.5282
IndonesiaT +62.21.526.2405
IsraelT +972.6.6769963
JapanT +81.090.5797.0643
Latvia/BalticsT +371.29.430.518
Mexico/S.AmericaT +52.55.9000.3749
Middle EastT +971.4.341.3717
South East AsiaT +65.6268.0375
United KingdomT +44.1702.232.464
www.aluma.com
At the heart of the Aluma Table system
is the strong, yet lightweight Aluma
Shoring Frame. Fabricated from structural
aluminum alloy to Aluma’s industry leading
quality standards, the Aluma frame® is
based on a 6’ width, suitable to efficient
table sizes. The excellent selection of
available heights makes coming up with
the right table size for any application
easy.
Aluma recognizes the need for a system
to be flexible and to have a complete
range of accessory components to
adapt to all project situations. A selection
of heads and base plates will serve
any shoring option. The new Aluma
1m screw jack is class leading in both
strength and light weight. Plus, careful
attention to design and quality ensures
long-term durability. Of course, Aluma’s
famous Beams and stringers are available
to complete the job.
Construction is a never ending job of
finding solutions to problems. Aluma is
committed to helping their customers
perform with maximum safety and
efficiency. In addition to Aluma’s
renowned engineering and project
management capabilities, Aluma is
also constantly working to enhance
and improve our systems. Take for
example the new table transport dolly
which makes table handling on the
site a breeze.
3 Tier High Aluma frame with Item #7436 1m Screwjack top and bottom.
Notes: 1. Loading stated is vertical load only in kN/Leg. 2. Capacities are for complete braced towers, not free-standing frames.
Notes: 1. R denotes reaction governs. With beam fully supported on 200 mm Aluma J-head. For different support conditions consult Aluma Systems Engineering for capacity.
2. M denotes moment governs. 3. D denotes deflection governs (deflection < L/360). 4. Values with * denotes deflection governs with deflection limited to 6 mm. 5. Factor of Safety – 2.2:1
30
40
50
60
70
80
90
100
110
500 700 900 1100 1300 1500 1700 1900 2100
Total Screwjack Extension (A + B) - mm
Safe
Wor
king
Loa
d (k
N)
F.S = 2.0:1F.S = 2.5:1
Span (m)
Allowable
Deflection (mm)
1 Span (kN/m)
2 Span (kN/m)
3 Span (kN/m)
1.20 3.33 47.47 M 36.64 R 41.63 R 1.35 3.75 37.51 M 32.57 R 37.01 R 1.50 4.17 30.38 M 29.31 R 33.31 R 1.65 4.58 23.52 D 26.64 R 30.28 R 1.80 5.00 18.12 D 24.42 M 27.75 R 1.95 5.42 14.25 D 22.55 M 25.62 M 2.10 5.83 11.41 D 20.94 M 21.53 M 2.25 6.25 9.28 D *8.90 18.42 M 17.50 D *16.80 2.40 6.67 7.64 D *6.88 16.19 M 14.42 D *12.98 2.55 7.08 6.37 D *5.40 14.34 M *13.00 12.02 D *10.19 2.70 7.50 5.37 D *4.29 12.79 M *10.34 10.13 D *8.10 2.85 7.92 4.56 D *3.46 10.99 M *8.33 8.61 D *6.53 3.00 8.33 3.91 D *2.82 9.43 M *6.79 7.38 D *5.32 3.15 8.75 3.38 D *2.32 8.14 M *5.58 6.38 D *4.37 3.30 9.17 2.94 D *1.92 7.08 M *4.64 5.55 D *3.63 3.45 9.58 2.57 D *1.61 6.20 D *3.88 4.86 D *3.04 3.60 10.00 2.26 D *1.36 5.45 D *3.27 4.27 D *2.56
Maximum allowed uniformly distributed load based on equal spans
ALUMA FRAME® CAPACITY
ALUMA BEAM® LOAD CHART
ARCHITECTURE OF A SUPERIOR SHORING SOLUTION
A HIGH CAPACITY FRAME
THE RIGHT ACCESSORIES
SOLUTIONS FOR THE CUSTOMER
3 Tier High Aluma frame with Item #7436 1m Screwjack top and bottom.
Notes: 1. Loading stated is vertical load only in kN/Leg. 2. Capacities are for complete braced towers, not free-standing frames.
Notes: 1. R denotes reaction governs. With beam fully supported on 200 mm Aluma J-head. For different support conditions consult Aluma Systems Engineering for capacity.
2. M denotes moment governs. 3. D denotes deflection governs (deflection < L/360). 4. Values with * denotes deflection governs with deflection limited to 6 mm. 5. Factor of Safety – 2.2:1
30
40
50
60
70
80
90
100
110
500 700 900 1100 1300 1500 1700 1900 2100
Total Screwjack Extension (A + B) - mm
Safe
Wor
king
Loa
d (k
N)
F.S = 2.0:1F.S = 2.5:1
Span (m)
Allowable
Deflection (mm)
1 Span (kN/m)
2 Span (kN/m)
3 Span (kN/m)
1.20 3.33 47.47 M 36.64 R 41.63 R 1.35 3.75 37.51 M 32.57 R 37.01 R 1.50 4.17 30.38 M 29.31 R 33.31 R 1.65 4.58 23.52 D 26.64 R 30.28 R 1.80 5.00 18.12 D 24.42 M 27.75 R 1.95 5.42 14.25 D 22.55 M 25.62 M 2.10 5.83 11.41 D 20.94 M 21.53 M 2.25 6.25 9.28 D *8.90 18.42 M 17.50 D *16.80 2.40 6.67 7.64 D *6.88 16.19 M 14.42 D *12.98 2.55 7.08 6.37 D *5.40 14.34 M *13.00 12.02 D *10.19 2.70 7.50 5.37 D *4.29 12.79 M *10.34 10.13 D *8.10 2.85 7.92 4.56 D *3.46 10.99 M *8.33 8.61 D *6.53 3.00 8.33 3.91 D *2.82 9.43 M *6.79 7.38 D *5.32 3.15 8.75 3.38 D *2.32 8.14 M *5.58 6.38 D *4.37 3.30 9.17 2.94 D *1.92 7.08 M *4.64 5.55 D *3.63 3.45 9.58 2.57 D *1.61 6.20 D *3.88 4.86 D *3.04 3.60 10.00 2.26 D *1.36 5.45 D *3.27 4.27 D *2.56
Maximum allowed uniformly distributed load based on equal spans
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65
64
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Saf
e W
ork
ing
Lo
ad -
kN
Screwjack Extension “A” - mm
200 300 400 500 600
67.2 kN @ 305mm
62.9 kN @ 457 mm
3 tiers high, equal screwjack extension top and bottom
15.2
15.0
14.8
14.6
14.4
14.2
14.08 10 12 14 16 18 20 22 24
15.1 kips @ 12 in
14.2 kips @ 18 in
Saf
e W
ork
ing
Lo
ad -
kip
s
Screwjack Extension “A” - in
Note: Capacities shown are for complete braced towers, not for free
standing frames
2808 R
2496 R
2246 R
2042 R
1753 M
1728 R
1288 M
1144 D * 1144
942 D * 883
786 D * 693
662 D * 551
563 D * 444
482 D * 362
4.00
4.50
5.00
5.50
6.00
6.50
7.00
7.50
8.00
8.50
9.00
9.50
10.00
0.13
0.15
0.17
0.18
0.20
0.22
0.23
0.25
0.27
0.28
0.30
0.32
0.33
3151 M**
2490 M
2017 M
1537 D
1184 D
931 D
745 D
606 D *606
499 D *468
416 D *367
351 D *292
298 D *235
256 D *192
2 SPAN (lbs/ft) 3 SPAN (lbs/ft)1 SPAN (lbs/ft)Allowable Deflection
L/360 (in)SPAN (ft)
2471 R
2196 R
1977 R
1797 R
1402 M
1193 M
1030 M
896 M
788 M
676 M
622 M
558 M
509 M * 462
Aluma Frame® Item # Weight kg. Size
222 15.5 6’ x 3’
5164 18.3 6’ x 4’
216 19.0 6’ x 5’
215 21.2 6’ x 6’
233 23.0 6’ x 7’
245 33.7 6’ x 8’
Transport Dolly
C-Caddy
761 176.4 2438 x 2143 mm
PD-27-600 480 4m x 0.9 m
ALUMA TABLE ACCESSORIES
Base Plate for Aluma Frame
Base Plate for 1m Screwjack
J-head for Aluma Frame
J-head for 1m Screwjack
A-clamp
ALUMA TABLE ACCESSORIES
Item # Weight kg. Size
228 1.4 170 x 170 mm
7551 2.5 178 x 178 mm
7601 2.5 203 x 130 mm
5160 2.8 203 x 130 mm
4046 0.06 60 x 65 mm
1m Aluminum Screwjack
Extension Staff
Item # Weight kg. Size
7436 6.7 1300 mm
230 4.1 1185 mm
ALUMA TABLE ACCESSORIES
Aluma Bolt
Toggle Pin
Aluma Beam®
Aluma Stringer
Item # Weight kg. Size
3986 0.04 1/2” dia. - 1.5”
4361 0.05 1/2” dia. - 2”
4352 0.11 9.5 x 200 mm
85 16.5 2.75 m
15 19.2 3.20 m
16 21.9 3.66 m
14 25.6 4.27 m
12 29.3 4.88 m
11 32.9 5.49 m
17 38.5 6.41 m
5231 19.7 2.75 m
4870 23.3 3.20 m
5155 26.6 3.66 m
4871 37.2 5.10 m
5773 47.7 6.30 m
ALUMA TABLE ACCESSORIES
U-Pin for Aluma Frame
238 2.4 lbs. 152 mm
Interframe Connector Item # Weight kg. Size
231 0.9 216 mm
Retainer clip for 1 mScrewjack
7071 1.1 115 x 82 mm
ALUMA TABLE ACCESSORIES TRANSPORT DOLLY APPLICATION
Lock Position
Transport DollyItem # 7671
Wt: 176.4 kg.
Cross Brace 2183 3.6 1219 mm
2184 4.0 1524 mm
2186 5.1 2134 mm
2189 6.8 3048 mm
ALUMA TABLE SYSTEM
Aluma Frame®
Retainer clip for 1 m ScrewjackItem # 7071
1m Aluminum ScrewjackItem # 7436
Base Plate for 1 m ScrewjackItem # 7551
J-head for Aluma Frame Item # 7601
10’ Aluma StringerItem # 4870
20’ Aluma StringerItem # 5773
A-clampItem # 4046
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SIDE VIEW