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1.200 0.600 4.347 4.347 PROJ. # SHEET TITLE SEAL No. ISSUED / REVISION DATE DRAWING NUMBER DATE SCALE DRAWN CHKD 1 MOURAD Concrete dimensions Plywood sheets dimensions and joints 1.200 0.600 2.174 2.174 2-19 2-L Mourad Eldeeb Construction superintendent GSI, PMP, SSB, M.Sc P.Engr 185532* APEGBC Pending #334-17 Fawcett Road Coquitlam, British Columbia Tel: email: KENSINGTON GARDENS VANCOUVER, B R I T I S H C O L U M B I A 778-869-0854 [email protected] FOR APPROVAL 14.04.16 Form work solutions Ltd Canada, V3K6V2

Shop drawing for formwork 1200,600 column with pilosio panel

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Page 1: Shop drawing for formwork 1200,600 column with pilosio panel

1.2000.600

4.3474.347

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

Concrete dimensions

Plywood sheets dimensions and joints

1.200

0.600

2.174

2.174

2-19

2-L

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 2: Shop drawing for formwork 1200,600 column with pilosio panel

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

1.0001.000

3.000

3.000

Concrete in Panels build Panels and connecting accessories

0.600

1.347

3.000

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 3: Shop drawing for formwork 1200,600 column with pilosio panel

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

Panel tension ties accessories

1.0001.000

3.000

3.000

0.600

1.347

3.000

Panel Plug

Panel Cone

Ties Locations

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 4: Shop drawing for formwork 1200,600 column with pilosio panel

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

Cross section for the form work

0.102

1.000

0.1400.015

0.076

0.089

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 5: Shop drawing for formwork 1200,600 column with pilosio panel

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

Lateral Bracing

Form aligner and main bracing

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 6: Shop drawing for formwork 1200,600 column with pilosio panel

PROJ. #

SHEET TITLE

SEAL

No. ISSUED / REVISION DATE

DRAWING NUMBER

DATE

SCALE

DRAWN

CHKD

1

MOURAD

Forming steps :

Build the panels according to the shop drawing.

Layout and fix the kickers according to surveying control.

Oil the panels and foam any cracks or opens.

Stand the panels to the kickers.

Align the verticality of the panels.

Brace the panels.

Place the electrical works. ( by others )

Place a plastic spacer on the reinforcement cage.

Place the reinforcement cage. ( by others )

Place a plastic spacer on the reinforcement before closing.

Place the sleeves, cones and tie rods.

Stand the closing panels.

Brace the closing panels.

Drill elevation holes. ( Pouring elevation control )

Pouring steps :

Pour 30% of the total pour height.

Vibrate for 30 seconds.

Wait for 15 minutes for initial setting.

Pour 60% of the total pour height.

Vibrate for 30 seconds.

Wait for 15 minutes for initial setting.

Pour 100% of the total pour height.

Vibrate for 30 seconds.

Note: Design mix have to be submitted by others - suggestion to use self compacted concrete -

concrete with high slump at least 170mm

Mourad Eldeeb

Construction superintendent

GSI, PMP, SSB, M.Sc

P.Engr 185532* APEGBC Pending

#334-17 Fawcett Road

Coquitlam, British Columbia

Tel:

email:

KE

NS

IN

GT

ON

G

AR

DE

NS

VA

NC

OU

VE

R, B

R

I T

I S

H

C

O

L U

M

B

I A

778-869-0854

[email protected]

FOR APPROVAL

14.04.16

Form work solutions Ltd

Canada, V3K6V2

Page 7: Shop drawing for formwork 1200,600 column with pilosio panel

built buildto

FORMWORKS

utservizio
Formato
MINIMAG
Page 8: Shop drawing for formwork 1200,600 column with pilosio panel

250

Formworks_MINIMAG

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251

Company | Projects | Products

Vert

ical

For

mw

orks

MINIMAG FORWORKS FOR VERTICAL CASTINGS

Modular and light weight formworks in steel, quick to assemble; they can be moved even manually and they are very flexible in their application. They are particularly suitable for sites where adequate lifting means are not available and for small-medium companies operating in the residential, industrial and roadway sectors. It is ideal for works where productivity and handiness are required.

The MINIMAG formworks belong to Class 7 according to prEN 15113-1 standards. Maximum resistance to the pressure of fresh concrete is 60 kN/m2.

APPLICATIONS • foundation plinths and curbs• pillars• bearing walls and walls in general• lift wells• stairwells • retaining walls

MINIMAG PANELS WEIGHT TABLE

width cm height 300 cm height 150 cm height 240 cm* height 120 cm*

75 72,0 kg 38,7 kg 58,7 kg 32,0 kg

60 62,8 kg 33,7 kg 51,1 kg 27,8 kg

50 56,8 kg 30,3 kg 46,2 kg 25,1 kg

40 50,8 kg 27,0 kg 41,2 kg 22,2 kg

30 44,8 kg 23,7 kg 36,4 kg 19,5 kg

75 (pillars) 85,1 kg 47,7 kg 72,0 kg 42,0 kg

*on request.

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Formworks_MINIMAG

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Company | Projects | Products

STRENGTHS

1 the standard weight of the panel is 32 kg/m2 and it allows manual handling without the need to use lifting equipment.

2 to assemble Minimag panels it is necessary to use: • Only 2 contrast tie-rods for casting up to 3.0 m in height with pressures of

60 kN/m2. This allows reducing significantly reinforcement and dismantling times, it allows operating easily and safely because personnel can perform all operations on the ground without the need to “climb on the formwork” or to use ladders (the upper bar is placed at 2.10 m in height).

• 2 connection clamps are necessary to ensure the perfect alignment of the formworks and a quick assembly.

3 the panels of all sizes can be used both vertically and horizontally.

4 the adjustable clamp is suitable to connect plywood panels up to 150 mm of thickness and it allows the connection to the MAGNUM system panels.

5 The MINIMAG system can be combined with MAGNUM panels (large surface formworks) by using an adjustable clamp for greater flexibility and productivity. At industrial sites where large handmade products are used (suitable for use with the MAGNUM system) also when spaces or niches are present (ideal for the MINIMAG system), the ability to integrate the two lines of products allows keeping the productivity very high.

6 the MINIMAG panels can be reinforced inclined:• maximum angle of 18 degrees with S19 wing nut • maximum angle of 13.5 degrees with S19 adjustable vise.

MODULARITY

QUICK INSTALLATION

HANDINESS

MINIMAG

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254

CONNECTION CLAMPIt is possible to reinforce and dismantle the connection clamp using a simple hammer.

MINIMAG Reduced reinforcement and dismantling time using only 2 contrast tie-rods.

MINIMAG panels assembly diagram.

1

2

Formworks_MINIMAG

3000 3000 2250

L= from 200 to 750

L= from 200 to 750

L= from 200 to 750

+ 3

000

(fro

m 2

00 t

o 75

0)

3000

6000

4500

L= from 200 to 750

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Page 13: Shop drawing for formwork 1200,600 column with pilosio panel

MAGNUMMINIMAG

120

12024

24

MAX

18°

MAX

13.

120

120

2424

MAX

18°

MAX

13.

Vert

ical

For

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255

Company | Projects | Products

S19 adjustable vise

Adjustable clamp connecting plywood rods up to 150 mm and MINIMAG panels to the MAGNUM system.

Reinforcement of inclined bearing walls with S19 adjustable vise.

Reinforcement of inclined bearing walls with S19 wing nut.

4

5

3

6

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Page 14: Shop drawing for formwork 1200,600 column with pilosio panel

3000

250

50

100

200

750 REG

750

REG

750 REG

750 REG

Y

X

X

Y

256

ACCESSORIES

Panels for casting of pillars adjustable from 20 cm to 60 cm at intervals of 5 cm.

The mounting holes of the bar are arranged directly on a steel blade, which allows the quick choice of size and it ensures the life span of the product.

Angular panels to create corner nodes.

The unused holes are sealed using a PVC plug with ø of 24

S19 adjustable vise

Pillar tie-rod

X Y

200 280

250 330

300 380

350 430

400 480

450 530

500 580

550 630

600 680

Formworks_MINIMAG

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Page 15: Shop drawing for formwork 1200,600 column with pilosio panel

300

L-36 mm

300

41

5

L-36 mm

Vert

ical

For

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Company | Projects | Products

Lift well with dismantling conical angle bars. A single crane lift is sufficient to dismantle the complete formwork in a single session.

To complete the product range, a series of service accessories, such as undersized panels, plywood rods, plywood panels, angular hinges, service brackets, panel sealing, support brackets, contrast beams, etc., to resolve in full safety any problem at the job site.

Dismantle by applying a vertical and even lift to all

conical angular bars

Screw M18x100 UNI 5739Washer 20x54 UNI 6593And nut M18 UNI 5589

Plate 100x80x10

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Page 16: Shop drawing for formwork 1200,600 column with pilosio panel

258

PANEL CHARACTERISTICS PANEL 75x300 PANEL 60x300 PANEL 75x240 PANEL 60x240

reinforced surface m2 2,25 1,8 1,8 1,44

connecting accessories 2 Minimag connectors 2 Minimag connectors 2 Minimag connectors 2 Minimag connectors

threaded tie rods 2 2 2 2

incidence of tie rods per m2 1,125 0,9 0,9 0,72

multi-layer characteristics 15 mm 11 layers

use per multilayer side (general data) 100 100 100 100

formwork capacity 60 kN/m2 60 kN/m2 60 kN/m2 60 kN/m2

element weight 72 kg 62,8 kg 58,7 kg 51,1 kg

incidence 32 kg/m2 34,8 kg/m2 32,6 kg/m2 35,4 kg/m2

manual handling YES YES YES YES

special panel for pillars YES YES

CONSUMABLE MATERIALS

PVC caps 4 4 4 4

PVC spacers 2 2 2 2

PVC conic spacers 4 4 4 4

CHARACTERISTICS OF MATERIALS

To ensure high quality standards and durability, the frame is manufactured in high strength steel after a process of degreasing and cleaning. It is then painted by immersion and dried in the oven at 130 degrees. The result is a frame highly resistant to abrasion and oxidation.

The multi-layer panel has a thickness of 15 mm with phenolic surface film (220 g/m2). It consists of 11 layers of birch and it has no moisture absorption when the panel is protected. The edges are protected with paint and they can be used about 50 times per side. The weight is 9.6 kg/m2.

The MINIMAG formwork system has been designed and manufactured at Pilosio’s plants in compliance with prEN15113-1/206 standards, “Vertical formwork - Part 1 performance requirements, general design and assessment.”

Formworks_MINIMAG

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Company | Projects | Products

ExAMPLES OF COMBINED APPLICATIONS

A particular application for casting of straight and curved bearing walls with variable radius. In the event of castings of combined bearing walls, it is possible to use standard MINIMAG panels with the addition of some traditional components, making sure to choose the MINIMAG panels with the most suitable undersizes. For an exposed concrete finish, it is sufficient to line the formworks using 4 mm plywood sheets.

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Page 18: Shop drawing for formwork 1200,600 column with pilosio panel

Accessories and spare parts on page 358260

TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

PANELSH= 300, H= 240

5213075 750x3000 72.05213060 600x3000 62.85213050 500x3000 56.85213040 400x3000 50.85213030 300x3000 44.85213020 200x3000 38.65212475 750x2400 58.75212460 600x2400 51.15212450 500x2400 46.25212440 400x2400 41.25212432 300x2400 36.45212420 200x2400 31.3

PANELSH= 150, H= 120

5211575 750x1500 38.75211560 600x1500 33.75211550 500x1500 30.35211540 400x1500 27.05211530 300x1500 23.75211520 200x1500 20.25211275 750x1200 32.05211260 600x1200 27.85211250 500x1200 25.15211240 400x1200 22.25211232 300x1200 19.55211220 200x1200 19.2

AdjuSTAbLE PANELS(COLuMNS ANd CORNERS)

5223075 750x3000 85.15222475 750x2400 72.0

Formworks_MINIMAG

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TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

Company | Projects | Products

AdjuSTAbLE PANELS(COLuMNS ANd CORNERS)

5221575 750x1500 47.75221275 750x1200 42.0

INNER CORNER(12+12)X300 COMPLETE

5233020 3000 41.3N° 8 screw M18x50 UNI 5737 ZnN° 8 washer 20x54 UNI 6593 Zn5231520 1500 20.7N° 4 screw M18x50 UNI 5737 ZnN° 4 washer 20x54 UNI 6593 Zn5232422 2400 34.2N° 8 screw M18x50 UNI 5737 ZnN° 8 washer 20x54 UNI 6593 Zn5231222 1200 17.1N° 4 screw M18x50 UNI 5737 ZnN° 4 washer 20x54 UNI 6593 Zn

INNER CORNER(25+20)

5233045 3000 78.35231545 1500 39.75232447 2400 59.05231247 1200 29.8

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Accessories and spare parts on page 358262

TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

OuTER CORNER(0+0)

5233000 3000 31.35231500 1500 15.75232402 2400 24.95231202 1200 12.4

INNER CORNERWITH HINGE (20+20)

5233044 3000 91.05231544 1500 46.05232442 2400 64.15231242 1200 32.4

OuTER CORNER(10+5)

5233015 3000 52.05231515 1500 24.85232417 2400 39.05231217 1200 20.0

Formworks_MINIMAG

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TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

Company | Projects | Products

STRIPPING CORNER(30+30) COMPLETE

553300 3000 155.0N° 8 screw M18x100 UNI 5739 ZnN° 8 nut M18 UNI 5588 ZnN° 8 washer 20x54 UNI 6593 ZnN° 8 plate 100x80x10 5233240 2400 134.0N° 8 screw M18x60 UNI 5739 ZnN° 8 nut M18 UNI 5588 ZnN° 8 washer 20x54 UNI 6593 ZnN° 8 plate 100x80x10

INNER CORNERWITH HINGE (20+25)

5233054 3000 106.05231554 1500 53.85232452 2400 77.85231252 1200 39.6

INFILLbAR

5243005 50x3000 23.55243010 100x3000 41.35241505 50x1500 12.15241510 100x1500 21.35242411 100x2400 25.25242406 50x2400 18.85241211 100x1200 13.65241206 50x1200 8.0

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Page 22: Shop drawing for formwork 1200,600 column with pilosio panel

Accessories and spare parts on page 358264

TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

CLAMP

5260000 250 2.4

AdjuSTAbLECLAMP

5260050 395 3.0

INFILLPANEL

5243040 400x3000 42.75241540 400x1500 21.65242442 400x2400 41.45241242 400x1200 21.0

REINFORCING“u” bEAM

554042 400 3.5

REINFORCEMENTCROSSbAR

556080 800 8.5

HORIzONTAL ALIGNEMENT CLAMPCOMPLETE

556070 - 7.1N° 1 wing nut S19

S19TIE-ROd dYWIdAG

583025 ø 17x250 0.37583050 ø 17x500 0.73583075 ø 17x750 1.05583100 ø 17x1000 1.42583150 ø 17x1500 2.20583200 ø 17x2000 2.90

bREAKING LOAd 190 kN

AdjuSTAbLEALIGNEMENT CLAMP

5060010 640 4.6

Formworks_MINIMAG

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Accessories and spare parts on page 358266

TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg ART. dIm. mm kg

SPACERØ 22 MM OF 200

584201 ø int. 22 0.3

S19AdjuSTAbLE WING NuT

583905 100x140 1.2

S19NuT WITH WINGS

583907 57x85 0.34

S19 NuTANd WASHER 20X54 uNI 6593 zN

583910 - 0.1115R20GZ - 0.02

PLATEFOR TIE-ROd

582930 100x80x10 0.6

EXTERNAL SuPPORTFOR TIE-ROd

5270020 - 2.7

TIE-ROdFOR OuTER CORNERS

5250010 - 1.3

COLuMNTIE-ROd

5250005 - 1.0

PVC PLASTIC PLuGØ 24

584024 ø 24 0.001

Formworks_MINIMAG

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TECHNICAL CHARACTERISTICS

ART. dIm. mm kg ART. dIm. mm kg

Company | Projects | Products

S19WATER STOP CONNECTOR

583940 111 0.7

PLASTIC CONEØ 22

584101 ø 22 0.002

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Page 26: Shop drawing for formwork 1200,600 column with pilosio panel

built buildto

Pilosio SpA Via E. Fermi, 45 - 33010 Feletto Umberto - Tavagnacco (UD) - ItalyTel. +39 0432 435311 - Fax +39 0432 570474 - www.pilosio.com - [email protected]

5000

ENG

rev.

02

04_1

3

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