Aluma Frame Manual 19

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Aluma Frame Table System Al_Frame.Brochure_000_09/10 Aluma Systems Concrete Construction Aluma Frame Table Consult our Engineering Department for assistance in the application of these accessories. Illustrations and photos are not to scale. All dimensions nominal. ©2009 Brand Services, LLC All Rights Reserved. Aluma Systems is a Brand Services company CANADA Calgary, AB T 403.212.4832 Edmonton, AB T 780.440.1692 Montreal, QC T 514.383.1985 Ottawa, ON T 613.745.7081 Saint John, NB T 506.633.9820 Halifax, NS T 902.468.9533 Saskatoon, SK T 306.931.7888 St. John’s, NL T 709.753.3325 Toronto, ON T 905.669.5282 Vancouver, BC T 604.940.3000 Victoria, BC T 250.652.9409 Winnipeg, MB T 204.633.7072 USA Atlanta, GA T 404.699.0979 Baltimore, MD T 301.937.5090 Chicago, IL T 847.875.4526 Houston, TX T 832.226.5100 Las Vegas, NV T 702.866.6513 Phoenix, AZ T 602.212.0350 San Jose, CA T 408.238.6969 Seattle, WA T 425.251.0270 Tampa, FL T 813.626.1133 INTERNATIONAL International T 905.699.5282 Indonesia T +62.21.526.2405 Israel T +972.6.6769963 Japan T +81.090.5797.0643 Latvia/Baltics T +371.29.430.518 Mexico/S.America T +52.55.9000.3749 Middle East T +971.4.341.3717 South East Asia T +65.6268.0375 United Kingdom T +44.1702.232.464 www.aluma.com

Transcript of Aluma Frame Manual 19

Page 1: 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

Page 2: Aluma Frame Manual 19

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

68

67

66

65

64

63

62

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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

Page 3: Aluma Frame Manual 19

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

Page 4: Aluma Frame Manual 19

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

Page 5: Aluma Frame Manual 19

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

Page 6: Aluma Frame Manual 19

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