THE PIONEERS OF PREFORMED CONCRETE SLAB · PDF filethe pioneers of preformed concrete slab deck plate systems systems catalogue

THE PIONEERS OF PREFORMED CONCRETE SLAB DECK PLATE SYSTEMS

SYSTEMS CATALOGUE

CONTENTSPAGE 4

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FERRO DECK - THE MOST ADVANCED REBAR DECK SYSTEM

FEATURES & BENEFITS

FERRO DECK 150

FERRO DECK 200

INSTALLATION TO STEEL FRAME STRUCTURES

CROSS SECTIONAL PLANS FOR STEEL FRAME STRUCTURES

INSTALLATION TO STEEL AND CONCRETE STRUCTURES

CROSS-SECTIONAL PLAN FOR STEEL AND CONCRETE STRUCTURES

WALL STRUCTURE INTERSECTION

PRE CAST STRUCTURE INSTALLATION

EXAMPLES OF FERRO DECK INSTALLATIONS

CROSS SECTION DRAWINGS OF ADDITIONAL FERRO DECK INSTALLATIONS

RECOMMENDED SPAN TABLE FOR FERRO DECK 150

RECOMMENDED SPAN TABLE FOR ECONO FERRO DECK 200

CONSTRUCTION RECORD

Ferro Deck is a unique preformed deck plate suspended concrete slab system. The system is comprised of a combination of upper and lower rebar steel and dimensional formed truss wire (ø4, ø5, ø6) to form a warren trans DECK SLAB. Galvanised steel sheet of 0.45mm and 0.5mm is used to form the bottom deck plate.

▪ Reduced project cost up to 30%▪ Reduced system installation time -Up to 60%▪ No deck support required up to 5m▪ No formwork required - quicker fit out access▪ Precise construction - prefabricated modular system▪ Safer work environment - lightweight (17kgm2), reduced labour▪ Minimal storage space▪ Proven tried system

FERRO DECK - THE MOST ADVANCED REBAR DECK SYSTEM

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PRECISE CONSTRUCTIONThe prefabricated manufacturing process provides accurate steel truss profiles, rebar distances and correct cover thickness to achieve optimal slab profiles. Each deck section has a built in camber to prevent slab sag and concrete loss.

REDUCED CONSTRUCTION TIMEDisassembly of traditional formwork and propping systems is not necessary following the concrete pour. Follow up construction can commence immediately.

Installation of the deck system onto a steel structure can be performed at the same time. Follow up construction work can be completed during the time traditional formwork would normally be installed.

The deck sections can be easily manoeuvred and installed significantly reducing the slab construction time (20%-40% time reduction compared to traditional in situ slab systems).

For steel frame structures the deck sections can be installed to the steel without the need for additional connectors.

REDUCED CONSTRUCTION COSTSThe design of the deck plate can maintain its flat profile eliminating deck plate voids.

Fireproofing of the deck plate system is not required due to the design of the slab.

Temporary propping is not required to support the deck system (i.e. up to 5.0m span lengths).

Shortened construction time can have a significant indirect positive impact on the overall cost of the project.

SIMPLIFIED CONSTRUCTIONThe Ferro Deck system can be easily installed following the installation literature provided.

The deck sections lightweight makes it easier and safer to install (approx. 17kg/m2)

Labour to install can be significantly reduced compared to traditional in situ slab systems (a typical 7 member installation crew can install approx. 1000m2 in two days).

WASTE MATERIAL REDUCTIONThe Ferro Deck system is itself the formwork for the slab, therefore waste from disassembling traditional formwork is largely eliminated which allows for increased site management efficiency.

Steel wastage is minimized within the design of the deck plate system.

EXTENSIVE INSTALLATION APPLICATIONSFerro Deck is designed to accommodate heavy loads so it can be applied to steel structures, steel & concrete, double slab and pre-cast. A Ferro Deck system can be adapted to existing floor slab designs.

EFFECTIVE SITE MANAGEMENTThe Ferro Deck sections can be immediately placed and stored on the appropriate floor level minimizing the need for storage space on site.

Efficient use of Ferro Deck systems lightweight materials and installation labour will help reduce the risk of injury on site.

FEATURES & BENEFITS

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FERRO DECK 150

C-TYPE B-TYPE E-TYPE D-TYPE

Upper Main Bar HD13 HD13 HD16 HD16

Bottom Main Bar HD10 HD13 HD13 HD16

MaterialType

INSTALLATION IS SIMPLER AND FASTER

FERRO DECK (Main Bar @150mm Centres)

1. Overall slab thickness can be designed for 120mm – 250mm and cover thickness can be 20mm, 25mm and 30mm.2. Ferro Deck systems can be calculated from the dead load and live load requirements.3. Each system type is determined depending on the thickness of the upper and lower rebar steel.

The system types can be applied to a steel framed structure, steel & concrete, Pre cast, double slab and wall structures.

MATERIALS USED:Deformed bar HD10,13,16 (SD300, SD400W, SD500W):KSD 3504

Circle Wire ø4, ø5 (LATCH), ø6 (LATTICE) mild steel wire: KSD 3554

Galvanised Steel Sheet 0.45mm, 0.5mm dissolved galvanised steel sheet: KSD 3506

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FERRO DECK 200

TC-TYPE TB-TYPE TE-TYPE TD-TYPE

Upper Main Bar HD13 HD13 HD16 HD16

Bottom Main Bar HD10 HD13 HD13 HD16

MaterialType

THE BEST ECONOMICS

ECONO FERRO DECK (Main Bar @200mm Centres)

1. Overall slab thickness can be designed for 120mm – 250mm and cover thickness can be 20mm, 25mm and 30mm.2. Ferro Deck systems can be calculated from the dead load and live load requirements.3. Each system type is determined depending on the thickness of the upper and lower rebar steel.

The system types can be applied to a steel framed structure, steel & concrete, Pre cast, double slab and wall structures.

MATERIALS USED:Deformed bar HD10,13,16 (SD300, SD400W, SD500W):KSD 3504

Circle Wire ø4, ø5 (LATCH), ø6 (LATTICE) mild steel wire: KSD 3554

Galvanised Steel Sheet 0.45mm, 0.5mm dissolved galvanised steel sheet: KSD 3506

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FERRO DECK POWDER COATED PANELSNew powder coated panels completely blocks the effect of unsightly moisture residue that can affect conventional galvanised steel deck systems. The wide range of colours offers an improved quality finish to your project.

POWDER COAT BENEFITS▪ Not vulnerable to moisture or discolourisation▪ Diverse colour range including matt and gloss finish.▪ Factory powder coat application offers 3-4 times improved quality finish compared to on site applications.▪ Strong and durable

FULLY TESTEDThe powder coat application has been fully tested by the Testing and Research Institute of Korea. The tests include powder coat thickness, adhesion, acid resistance, alkali resistance, water proofing, and corrosion resistance (Test date April 2007-Passed all tests.)

SAMPLE COLOURS

Conventional Galvanised Steel Deck

Grey

Light Sky Blue

Light Grey

Ivory

Powder Coated Deck

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INSTALLATION TO STEEL FRAME STRUCTURESThe installation of the Ferro Deck system to a steel frame structure does not require additional steel connections. Each Ferro Deck section is provided with extended steel bars that reduce the need for additional materials.

STANDARD INSTALLATION

1. Ferro Deck Delivery - Quantities checked against floor plan layout.

3. Storage of Ferro Deck on site.

2. Crane lift of Ferro Deck.

4. Installation of flat bar.

FERRO DECK@150ECONO FERRO DECK@200

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5. Installation of deck sections with 30mm overlay on buttress – temporary welding @ 300-400mm.

7. Installation of stud bolt - Installation in line with designated product specifications.

6. Installation of stopper – Installation along the designated slab perimeter on floor plan.

8. Installation of transverse reinforcement - Installation in line with designated distance on floor plans. Binding @ 900mm.

9. Installation of supplementary reinforcement is required when the Ferro Deck main bar is cut during electrical or other system installations.

10. Concrete placement.

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Upper settled bar(Same distance and standard as main bar)

*extended steel can require different bar types *40D(HD13), 45D(HD16)

Upper connecting bar(Same distance and standard as main bar)

Upper connecting bar (Same distance and standard as main bar)

* Extended steel can require different bar types * 40D(HD13), 45D(HD16). *40D(HD13), 45D(HD16)

Upper transverse reinforcement(on-site installation of bar)

If gap is under 100mm use cover plate as determined on-site 0.5mm thickness

CROSS SECTIONAL PLANS FOR STEEL FRAME STRUCTURES1. CROSS SECTIONAL PLAN OF STEEL FRAME STRUCTURE CONNECTION TO MAIN BAR

2. CROSS SECTIONAL PLAN OF STEEL FRAME STRUCTURE CONNECTION TO SUPPLEMENTARY BAR

3. PLAN DETAIL OF STEEL FRAME STRUCTURE WITH FERRO DECK LAYOUT SET OUT IN ALTERNATE DIRECTIONS.

4. DETAILED CONSTRUCTION PLAN OF STEEL CONNECTING BAR

Upper connecting bar @150 or 200(on-site installation of bar)

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Upper settled bar

On-site welding

Supplement

On-site welding

Supplement

Slab

thick

ness

*Extended steel bar has different installation of bars

*40D(HD13), 45D(HD16)

*40D(HD13), 45D(HD16)

:Upper transverse reinforcement (onsite installation) :F/D steel:Upper reinforcing bar (onsite installation of bar)

Upper transverse reinforcement (onsite installation)

Upper steel

* 40D(HD13), 45D(HD16).

5. PLACEMENT OF STEEL BARS FOR STEEL STRUCTURES (EXTENDED STEEL)

6. DETAILED CONSTRUCTION PLAN OF CONCRETE STOPPER INSTALLATION

7. DETAILED CONSTRUCTION PLAN OF FLAT BAR INSTALLATION

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INSTALLATION TO STEEL AND CONCRETE STRUCTURESThe Ferro Deck system for steel and concrete structures provides a better quality concrete slab compared to conventional slab construction.

STANDARD INSTALLATION PLAN

1. Ferro Deck Delivery - Quantities checked against floor plan layout.

3. Storage of Ferro Deck on site.

2. Crane lift of Ferro Deck.

4. Ferro Deck layout.

Upper connecting bar(same as main bar)

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5. Nailing deck sections.

7. Connecting bar installation. Installation of the upper bar is at 150mm or 200mm and the lower bar at 600mm.

6. Supplementary reinforcement installation after deck placement.

8. Supplementary reinforcement installation almost complete.

9. Installation of supplementary reinforcement is required when the Ferro Deck main bar is cut during electrical or other system installations.

10. Concrete placement.

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* 40D(HD13), 45D(HD16).

CROSS-SECTIONAL PLAN FOR STEEL AND CONCRETE STRUCTURES1. CROSS SECTIONAL PLAN OF STEEL AND CONCRETE STRUCTURE HEAD TO MAIN BAR

2. CROSS SECTIONAL PLAN OF STEEL AND CONCRETE STRUCTURE HEAD TO SUPPLEMENTARY BAR

3. FERRO DECK SLAB SUPPLEMENTARY BAR INSTALLATION

* 40D(HD13), 45D(HD16).

Upper settled bar @ 150 or 200(on site installation)

Upper connecting bar @ 150 or 200(on site installation)

Formwork

Bottom settled bar @ 600(on site installation)

Bottom connecting bar @ 600(on site installation)

* 40D(HD13), 45D(HD16).

Installation of upper bar

If gap is under 100mm use cover plate as determined on-site 0.5mm thickness

Formwork

Upper connecting bar(if required) @ 600

Bottom transverse reinforcement(if required)

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4. DETAILED SUPPORT / BRACING PLAN

5. INSTALLATION PROCESS COMPARISON

1. BRACKET INSTALLATION

TYPICAL TIMBER FORMWORK INSTALLATION

3. FORMWORK TIE INSTALLATION IN 2ND ROW

2. SUPPORT INSTALLATION

FERRO DECK SYSTEM INSTALLATION

4. TEMPORARY TIMBER SUPPORT INSTALLATION

* 40D(HD13), 45D(HD16).* 40D(HD13), 45D(HD16).

0.45, 0.5mmGalvanized Steel Deck

Bottom connecting bar @ 600(onsite installation)

Upper connecting bar @ 150-200(onsite installation)

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WALL STRUCTURE INTERSECTION

1. Installation of wall structure intersection. 2. Ferro Deck installation.

3. Connecting bar installation. 4. Supplementary steel bar installation.

5. Electrical installation. 6. Concrete pour.

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PRE CAST STRUCTURE INSTALLATION

1. Completed pre cast structure. 2. Temporary steel installation.

3. Ferro deck installation. 4. Connecting beam steel installation.

5. Steel bar configuration. 6. Completed installation.

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EXAMPLES OF FERRO DECK INSTALLATIONS

1. Rooftop parapet wall. 2. Ramp installation.

3. Step down. 4. Step down.

5. Angle bracket. 6. Column support angle.

7. Concrete cutting. 8. Steel bracket.

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9. Pipe installation. 10. Floor duct installation.

11. Block out. 12. Electrical installation.

13. System box installation. 14. Steel column penetration.

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CROSS SECTION DRAWINGS OF ADDITIONAL FERRO DECK INSTALLATIONS 1. WALL STRUCTURE INTERSECTION

3. SLAB STEP DOWN CROSS SECTION DETAILS (Z -angle for typical slab step down and L- angle for step down greater than slab thickness)

2. UNDERGROUND BEAM DETAIL

* 40D(HD13), 45D(HD16).

Upper transversereinforcement (as required)

Upper connecting bar@ 150 or 200 (as required)

Bottom connecting bar@ 600 (as required)

* 40D(HD13), 45D(HD16).

Upper connecting bar@ 150 or 200 (as required)

Bottom connecting bar @ 600 (as required)

MAIN BAR Z ANGLE STEP DOWN DETAIL

MAIN BAR L ANGLE STEP DOWN DETAIL MAIN BAR L ANGLE STEP DOWN DETAIL

MAIN BAR Z ANGLE STEP DOWN DETAIL

Upper transverse reinforcement(as required)

* 40D(HD13), 45D(HD16).

Upper connecting bar @ 150-200 (as required)

Upper transverse reinforcement(as required)

Upper main bar


Upper connecting bar @ 500-200 (as required)


Upper transversereinforcement (as required) Upper transverse reinforcement (as required)

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Supplementary barOpening is supplemented with the same size and amount of cut steel for main bars and transverse reinforcement.

*Each supplementary bar should be more than 13HD at least (Upper and bottom)The maximum size of opening- For circle: 600 - 1000 - For quadrangle: 600 x 600If the opening size is over the maximum sizes listed additional reinforcement will be required.

4. SUPPLEMENTARY OPENING DETAIL

5. PARAPET WALL DETAIL

7. CORE WALL ANGLE INSTALLATION ORDER

6. BRACKET ANGLE DETAIL

8. DETAILED INSTALLATION PLAN OF FLOOR DUCT & SYSTEM BOX

SUPPLEMENTARY REINFORCEMENT FOR OPENINGS(If the opening is greater than 300mm diameter on the long side, the following detail is required)

(If the opening is greater than 300mm diameter on the long side, the following detail is required)

Supplementary barSupplementary bar

Upper connecting bar@ 150-200 (as required)

Upper transversereinforcement (as required)


Upper transverse reinforcement (as required)

Supplementary bar

CROSS-SECTIONAL SIDE PLAN OF MAIN BAR DETAILED INSTALLATION PLAN OF FLOOR DUCT (if cutting the main bar is required)

DETAILED INSTALLATION PLAN OF SYSTEM BOX

CROSS-SECTIONAL SIDE PLAN OF SUPPLEMENTARY BAR

* 40D(HD13), 45D(HD16).

* 40D(HD13), 45D(HD16).

F/D Supplementary bar(4-D10 @ 700)




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9. DECK PLATE INSERT PLAN 10. ELECTRICAL BOX PLAN

11. ELECTRICAL BOX PLAN (BOTTOM FIXED TO DECK)

Electrical conduit

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FERRO DECK SlabThickness

Maximum span inconstruction

Maximum Span in Building

Load Weight (kg/m � )

Type Materals Steel Structure Band Beam 300 500 800 1000 1250 1500 2000 2500

B-70

Upper D13Bottom D13

@150

120 3250 3390 4950 4240 3580 3280 2990 2770 2440 2210

B-75 125 3420 3560 5000 4350 3680 3370 3080 2850 2520 2280

B-80 130 3590 3730 5000 4450 3770 3460 3170 2930 2590 2340

B-85 135 3750 3890 5000 4550 3870 3550 3250 3010 2660 2410

B-90 150 3840 3980 5000 4600 3920 3610 3300 3070 2710 2460

B-100 160 4140 4280 5000 4780 4090 3770 3450 3210 2840 2580

B-110 180 4350 4490 5000 5000 4390 4050 3720 3460 3070 2790

B-130 200 4900 5000 5000 5000 4650 4300 3960 3690 3290 2990

B-150 220 5000 5000 5000 5000 4880 4530 4180 3900 3480 3170

C-70

Upper D13Bottom D10

@150

120 2940 3080 4130 3660 3180 2950 2720 2540 2260 2060

C-75 125 3090 3230 4190 3730 3250 3010 2780 2600 2320 2110

C-80 130 3230 3370 4260 3790 3310 3080 2840 2660 2370 2160

C-85 135 3360 3500 4320 3850 3370 3140 2900 2710 2420 2210

C-90 150 3440 3580 4480 4020 3540 3300 3060 2870 2570 2350

C-100 160 3690 3830 4570 4120 3640 3400 3160 2960 2660 2430

D-70

Upper D16Bottom D16

@150

120 3710 3850 5000 5000 4290 3930 3590 3320 2930 2650

D-75 125 3920 4060 5000 5000 4430 4060 3710 3430 3030 2740

D-80 130 4130 4270 5000 5000 4550 4180 3820 3540 3120 2820

D-85 135 4330 4470 5000 5000 4670 4290 3920 3640 3210 2910

D-90 150 4450 4590 5000 5000 4750 4370 4000 3710 3290 2980

D-100 160 4830 4970 5000 5000 4970 4570 4200 3900 3450 3130

D-110 180 5000 5000 5000 5000 5000 4950 4450 4230 3750 3410

D-130 200 5000 5000 5000 5000 5000 5000 4860 4530 4030 3660

D-150 220 5000 5000 5000 5000 5000 5000 5000 4790 4270 3890

E-70

Upper D16Bottom D13

@150

120 3440 3580 5000 4730 4120 3820 3520 3290 2930 2650

E-75 125 3630 3770 5000 4830 4210 3910 3610 3370 3010 2740

E-80 130 3810 3950 5000 4920 4300 3990 3690 3450 3080 2810

E-85 135 3990 4130 5000 5000 4380 4080 3770 3530 3150 2870

E-90 150 4090 4230 5000 5000 4620 4300 3990 3710 3290 2980

E-100 160 4420 4560 5000 5000 4760 4400 4120 3870 3450 3130

E-110 180 4660 4800 5000 5000 4830 4520 4210 3960 3560 3260

E-130 200 5000 5000 5000 5000 5000 4750 4440 4180 3770 3460

E-150 220 5000 5000 5000 5000 5000 4960 4640 4380 3960 3650

*This table is to be used as a guide only. Review of the structures specific requirements is necessary prior to the system design and installation.

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120 125 130 135 140 145 150 160 170 180 190 200 210 250

B(Upper HD13)(Bottom HD13)

@150

70 3390 3360 3330 3300 3270

75 3560 3560 3500 3460 3430

80 3730 3690 3660 3620 3590

85 3890 3850 3820 3780

90 4050 4010 3970 3900

95 4200 4160 4090

100 4360 4280 4200

110 4650 4570 4490

120 4930 4850 4770

130 5000 5000 5000

140 5000 5000 5000

150 5000 5000 5000

C(Upper HD13)(Bottom HD10)

@150

70 3080 3050 3020 2990 2970

75 3230 3190 3170 3140 3110

80 3370 3340 3330 3280 3250

85 3500 3470 3440 3410

90 3640 3610 3570 3510

95 3770 3740 3670

100 3900 3830 3770

D(Upper HD16)(Bottom HD16)

@150

70 3850 3810 3770 3730 3700

75 4060 4020 3980 3940 3900

80 4270 4230 4190 4150 4110

85 4470 4430 4390 4340

90 4670 4630 4580 4500

95 4870 4820 4730

100 5000 4970 4880

110 5000 5000 5000

120 5000 5000 5000

130 5000 5000 5000

140 5000 5000 5000

150 5000 5000 5000

E(Upper HD16)(Bottom HD13)

@150

70 3580 3540 3510 3480 3440

75 3770 3730 3690 3660 3630

80 3950 3910 3880 3840 3800

85 4130 4090 4050 4020

90 4310 4270 4230 4150

95 4480 4440 4360

100 4650 4560 4480

110 4970 4890 4800

120 5000 5000 5000

130 5000 5000 5000

140 5000 5000 5000

150 5000 5000 5000


TypeSlab

*Additional support required.

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FERRO DECK SlabThickness

Maximum span inconstruction

Maximum Span in Building

Load Weight (kg/m � )

Type Materals Steel Structure Band Beam 300 500 800 1000 1250 1500 2000 2500

TB-70

Upper D13Bottom D13

@200

120 2930 3070 4350 3720 3140 2880 2630 2430 2140 1940

TB-75 125 3070 3210 4450 3810 3230 2960 2700 2500 2210 2000

TB-80 130 3220 3360 4540 3900 3310 3040 2770 2570 2270 2050

TB-85 135 3360 3500 4630 3990 3390 3110 2840 2640 2330 2110

TB-90 150 3440 3580 4640 4010 3430 3160 2890 2680 2370 2150

TB-100 160 3700 3840 4800 4180 3570 3290 3020 2800 2480 2250

TB-110 180 3890 4030 5000 4450 3830 3540 3250 3020 2680 2440

TB-130 200 4360 4500 5000 4680 4050 3750 3460 3220 2860 2610

TB-150 220 4800 4960 5000 4890 4250 3950 3640 3400 3030 2760

TC-70

Upper D13Bottom D10

@200

120 2660 2800 3600 3190 2770 2570 2370 2210 1970 1800

TC-75 125 2790 2930 3650 3250 2830 2630 2430 2260 2020 1840

TC-80 130 2910 3050 3710 3300 2880 2680 2480 2310 2060 1880

TC-85 135 3030 3170 3760 3350 2940 2730 2530 2360 2110 1920

TC-90 150 3090 3130 3900 3500 3080 2870 2660 2490 2230 2040

TC-100 160 3310 3450 3980 3580 3170 2960 2750 2570 2310 2110

TD-70

Upper D16Bottom D16

@200

120 3330 3470 5000 4500 3800 3480 3180 2940 2600 2350

TD-75 125 3520 3660 5000 4630 3910 3590 3280 3040 2680 2420

TD-80 130 3700 3840 5000 4740 4020 3690 3370 3120 2760 2500

TD-85 135 3870 4010 5000 4860 4120 3790 3460 3210 2830 2570

TD-90 150 3970 4110 5000 4910 4190 3850 3530 3270 2900 2630

TD-100 160 4300 4440 5000 5000 4370 4030 3690 3430 3040 2750

TD-110 180 4620 4760 5000 5000 4700 4340 3990 3710 3290 2990

TD-130 200 5000 5000 5000 5000 4990 4620 4250 3960 3530 3210

TD-150 220 5000 5000 5000 5000 5000 4870 4490 4190 3740 3400

TE-70

Upper D16Bottom D13

@200

120 3100 3240 4680 4150 3610 3350 3090 2880 2570 2330

TE-75 125 3260 3400 4760 4230 3690 3420 3160 2950 2630 2400

TE-80 130 3420 3560 4840 4310 3760 3500 3230 3020 2700 2460

TE-85 135 3580 3720 4910 4380 3840 3570 3300 3080 2760 2510

TE-90 150 3660 3800 5000 4580 4030 3670 3490 3270 2900 2630

TE-100 160 3950 4090 5000 4700 4150 3880 3600 3380 3030 2750

TE-110 180 4160 4300 5000 4740 4210 3950 3680 3450 3110 2850

TE-130 200 4680 4820 5000 4940 4410 4140 3870 3640 3290 3020

TE-150 220 5000 5000 5000 5000 4590 4320 4040 3810 3450 3170


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120 125 130 135 140 145 150 160 170 180 190 200 210 250

B(Upper HD13)(Bottom HD13)

@150

70 3070 3040 3010 2980 2960

75 3220 3190 3160 3130 3100

80 3360 3330 3300 3270 3240

85 3500 3470 3440 3410

90 3640 3610 3580 3520

95 3780 3740 3680

100 3910 3840 3780

110 4160 4090 4020

120 4410 4330 4260

130 4640 4570 4500

140 4870 4800 4720

150 5000 5000 4940

C(Upper HD13)(Bottom HD10)

@150

70 2800 2770 2750 2720 2700

75 2920 2900 2870 2850 2820

80 3050 3020 3000 2970 2940

85 3170 3140 3110 3090

90 3280 3260 3230 3180

95 3400 3370 3310

100 3510 3450 3400

D(Upper HD16)(Bottom HD16)

@150

70 3470 3430 3400 3370 3340

75 3650 3620 3580 3550 3520

80 3830 3800 3760 3730 3690

85 4010 3970 3940 3900

90 4180 4140 4100 4030

95 4350 4310 4230

100 4520 4440 4360

110 4840 4750 4670

120 5000 5000 4980

130 5000 5000 5000

140 5000 5000 5000

150 5000 5000 5000

E(Upper HD16)(Bottom HD13)

@150

70 3230 3200 3170 3140 3120

75 3400 3370 3330 3300 3280

80 3560 3520 3490 3460 3430

85 3710 3680 3640 3610

90 3870 3830 3800 3730

95 4010 3980 3910

100 4160 4080 4020

110 4440 4370 4290

120 4710 4630 4560

130 4980 4900 4820

140 5000 5000 5000

150 5000 5000 5000


TypeSlab

*Additional support required.

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CONSTRUCTION RECORDThe Ferro Deck systems are based on excellent technology and rich know how.

We combine the latest technology with consistent research and quality management to bring you the most advanced deck plate system in our industry.

Integrated Government Building

Halla Millate in Jangan-dong

Assem Tower in Samsung-dong

Jamsil Lottee Castle Gold

Tower Palace in Dogok-dong

Asan Dormitory of Samsung

Seoul Complex Termal-Central City

Samsung SemiconductorPlant in Giheung

Head Department of SinsegyeDepartment

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Yongsan Minja Station

Daerim Acrotel in Dogok-dong

Homeplus in Suwon

Office of Housing Corporation

Worldcup Stadium in Ulsan

Bundang Terminal

Ansan Techno-Park

Hyundai Department Store in Daegu

Tree Polis in Bundang

Hyundai Department, Chunho Branch

Socho Super-Ville

E-mart in Bundang

Ferro Deck supplied by Multiboard

Documents

THE PIONEERS OF PREFORMED CONCRETE SLAB · PDF filethe pioneers of preformed concrete slab deck plate systems systems catalogue