ENUNCIATION OF A PROPOSAL

G.A.N.G.F.O.R.M

SHOW ROOM 553 Highway 13, Hiep Binh Phuoc Ward, Thu Duc District ,Hochiminh City

TEL 08 5422 6238(KOREAN) 08 5422 6267 / 08 5403 7192(VIETNAMESE)

FAX 08 5422 6237 email formaply@naver.com

GENERAL CONCEPT

PLAN OF DETAIL MANUFACTURE

PLAN OF SITE INSTALLATION

APPLICATION CASES

INDEX

1. What Is GANG FORM?

This is large form unit by using modulaized standard form panel and waller, cage, steel plank, ladder.

With Apartment Buildings Rising Higher Than Ever Contractors Need To Consider Various Aspects Such As Material Costs, safety, Duration Of Work and Labor Costs.

- Safety Construction

- Improved Concrete Quality

- Reduction Cost

- Parallet Concrete Finishing

- Since The Waler Demension Is 100x50x3.0t

(top & Bottom), Its Has An Excellent Straightness

- With Lower Brackets Connected Each Other With A

Square Pipe, There Is No Solder Modification

- Metalboard & Mash Metal Plank Can Be Re-used On

Other Jodsites By Using Simply Scaffolding Accessories

- If The Jobsite Has Any Unused Scaffolding Pipies, They Can Be Attached To The Single Clamps Which Are

Welded On The Frame Of Steel Plank

- If Scaffolding Pipes Are Used As Handrail, The Steel

Plank Can Be Used On Other Jobsites

- System To Arrive At Your Site

- The Remainings Of The Gang Form And Its Accessori

es Of A Completed Site Can Be Re-used After Detailed Plan Naing And Drawing. Those Less Waste Is Produce

d Compared To Conventional Types Of Formwork

DIFINITION & ADVANTAGE of GANG FORM

GENERAL CONCEPT

NO ITEM NO ITEM NO ITEM NO ITEM

1 Lifting Hook 4 Waller(upper Part) 7 Vertical Bar 10 Toe Board

2 St’l Plate 3.2t 5 Horizontal Bar 8 Waller(lower Part) 11 Working Board

3 Width Armature 6 Flat Steel 9 Cage 12 Hand Rail

1

8

9

7

12

10

11

6

53

2

41

2

4

5

7

8

3

611

10

9

12

GANG FORMS SUB ITEM & TECHNICAL TERMS

2) GANG FORM 원.부자재 표준규격

ITEM DESCRIPTION REMARKS

UNEVENNESS PLATE Plate 2.0thk

FLAT PLATE Plate 3.2thk

HORIZONTAL BAR-UPPER PART (WALER) 2ㄷ-channel 100x50x5x7thk

HORIZONTAL ARMATURE Pipe-50x30x2.3thk

VERTICAL ARMATURE Pipe-50x30x2.3thk

LIFTING HOOK Ss400 Φ22mm Pilling Bar

TOP & BOTTOM CAGE FRAME S.Q Pipe(40x40x1.6thk)

CAGE HANDRAIL S.Q Pipe(40x20x1.4thk)

MATERIAL KEEPING BOX Steel 3.2thk

WORKING BOARD FRAME S.Q Pipe:40x40x1.6thk

CORNER FLAT BAR Steel Flat 75x6thk&100x6thk

CORNER ANGLE 65x65x6thk

WORKING BOARD Sg-362 Exp.Metal & Pierced Steel Plate (P.S.P)

GENERAL CONCEPT

GANG FORMS Main Description

ITEMBASED CACULATION

<IRON CONTENT : 7.85KG/M2>WEIGHT ITEM

BASED CACULATION

<IRON CONTENT : 7.85KG/M2>WEIGHT

<1>

GANG

FORM

UNPATTERN PLATE 12.89× 3× 3.2T 971.4kg<3>

CRANE

HOOK

SQUARE PIPE ㄷ-75× 45× 2.3T× 3M× 2EA 17.9kg

CENTER LINE {(0.069X27M)+(0.049X29M)}× 2T 51.5kg PILLING BAR ￠22× 4.2MX2EA 25kg

HORIZONTAL ARMATURE

C-75× 45× 15× 2.3T× 12.89M× 11단 499.2kg 3. SUB TOTAL 43kg

VERTICAL ARMATURE

C-75× 45× 15× 2.3T× 3.8M× 2EA× 22 668kg<4>

HAND

RAIL

HORIZONTALITY ㅁ-20× 40× 1.4T× 15M× 11SH 217.6kg

WALLER ㄷ-100× 50× 7T× 12.89M× 2EA 283.3kg VERTICALITY ㅁ-20× 40× 1.4T× 9.2M× 2EA 24.3kg

FLAT STEEL 75× 6T× 3M× 2EA 21.20kg 4. SUB TOTAL 242kg

LOWER PART-HORIZONTAL ARMATURE C-75× 45× 15× 2.3T× 12.89M× 2단 45.38kg

<5>

WORKING

BOARD

METAL BOARD

W=450 4SH× 15M× 20kg/M2 378kg

SLANTING LINE SQUARE PIPE

ㅁ-50× 30× 1.8T× 3.8M× 2EA 17.2kg W=600 1SH× 15M× 20kg/M2 168kg

TOE BOARD 50× 100× 1.2T 106kg

1. SUB TOTAL 2557kg 5. SUB TOTAL 652kg

<2>

CAGE

UPPER PART

(GENERAL)ㅁ-40× 40× 1.6T× 7.43M× 10EA 149.3kg <6> LADDER ㅁ-40× 40× 1.6T× 9M 18.1kg

SLANTING LINES ㅁ-40× 40× 1.6T× 8.18M× 2EA 32.9kg <7> BOLT M12× 120 ETC. 50kg

LOWER PART

(GENERAL)ㅁ-40× 40× 1.6T× 10.95M× 10EA 220kg

<8>

BOLT TIEINCLUDING WING NUT, WASHER 12× 700L× 5× 20 100kg

SLANTING LINES ㅁ-40× 40× 1.6T× 11.70M× 2EA 47kg

2. SUB TOTAL 449kg 6. SUB TOTAL 168kg

GRAND TOTAL 4111kg

* * 4,111kg / 38.67㎡ = 106.3kg / M2 (110KG/M2)

WEIGHT CALCULATION SHEET ( 135.3M2 SIDE WALL / HEIGHT : 3M)

■ WELD PILLING BAR (D22)■ 2EA OR MORE INSTALLATION PER 1PLACE (SIDE WALL)■ LENGTH OF LIFTING HOOK FOR INSTALLATION (H)

Crossing Of Horiaontal BarLength Of Weding : More Than 25mmTime Of Welding : More Than 4Point

DETAIL PLAN OF MANUFACTURE

Lifting Ring-Pilling bar(22mm)

Gang Form 6m Or

More

Gang Form Below The 6m ~ 3m Or

More

Gang Form Below The 3m

High Balcony Form 4m Or More

Lobby Balcony Form 5m Or More

2M 1.5M 0.7M 1.5M 0.7M

1. ``

HAND RAIL

WORKINGBOARD

CAGE SPACE OF INSTALLATION

BELOW THE 150MM

DETAIL PLAN OF MANUFACTURE

Cage & Working Board

DIF

FE

RE

NT

CA

GE

AD

DIT

ION

AL D

IFF

ER

EN

TC

AG

E

A REASON FOR INSTALLATION

1. PROTECTION FROM WORKERS SLIDING ACCIDENT

2. PROTECTION FROM FALLING TOOLS & MATERIALS

3. INSTALLATION TO 5TH WORKING BOARD

4. INSTALLATION PLACE

- PIPE OF WORKING BOARD + HAND RAIL

THE TOTAL INSTALLATION 5 STEP

외측내측

100

DETAIL PLAN OF MANUFACTURE

Toe Board

APPLICATION CASE

Side Wall Cage, Installation Working Board

Application GCS of Side Wall

APPLICATION CASE

Application GCS of Side Wall

APPLICATION CASE

Application Specialized Pattern of Side Wall

APPLICATION CASE

5. 측벽 특화문양(오산 원동현장) Application Specialized Pattern of Side Wall

APPLICATION CASE

Application Joint Concrete Pavement of Outside Wall

APPLICATION CASE

Application of Elev-Pit Box Form

APPLICATION CASE

Before the Installation

APPLICATION CASE

Before the Installation

APPLICATION CASE