trussbeam

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TRUSS BEAM for SLAB

License & Registration Of A Design

FORMAPLYTRUSS BEAM

CONTACT US

SHOW ROOM553 Highway 13Hiep Binh Phuoc

Ward

Thu Duc DistrictHo Chi Minh City

Tel08 5422 6238

(Korean)

08 5422 626708 5403 7192(Vietnamese)

Fax08 5422 6237

[email protected]

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INDEX

A PANORAMA OF PRODUCT INSTALLATION

SECTION DRAWING OF INSTALLATION

EXAMPLE DRAWING OF INSTALLATION

PURPOSE OF DEVELOPMENT

PRODUCT CONFIGURATION

FEATURES OF PRODUCT

DRAFT OF EXECUTION STANDARD

DESIGN PROCESS OF TRUSS BEAM

COMPARISON TABLE OF USING CASE OF TRUSS BEAM WITH WOOD

COMPARISON AND ANALYSIS TABLE IN DAEGU SITE OF SAMSUNG CONSTRUCTION

CONCLUSION

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A PANORAMA OF PRODUCT INSTALLATION

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SUPPORT

TRUSS BEAM

SECTION DRAWING OF INSTALLATION

UNDERFLOORINGPLYWOOD

TRUSS BEAM

Fillar Support

SECTION DRAWING of INSTALLATIONSTANDARD FLOOR

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TRUSSBEAM

SUPPORT

EXAMPLE DRAWING OF INSTALLATION

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In most building sites of apartments, shortage of skilled workers and increasi

ng depreciation cost of material due to super high rising trend of apartments ar

e common problems to face.

To solve these problems, several methods of AL-FORM SYSTEM & N.S FORM

and others were tried, but to create another problems of schedule delay and hi

gh cost due to shortage of skilled expertise manpower. And characteristics of tr

aditional work method generate quality and safety problems due to leveling of

slab and narrow work space.

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Thats why our company started to develop TRUSS BEAM FOR SLAB

which might satisfy requirements simultaneously for

SECURING WORK SPACE

ENHANCING QUALITY

WORKABILITY

SAFETY AND OTHERS OF LEVELING WORK OF SLAB AND FOR SHORTENING

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TRUSS BEAM Module

ITEM SIZEMAXIMUM

LIMITS

INSTALLATION SPACE

WEIGHT

(ABOUT)REMARKS

SPARE

BAR

4.5M 4.37~4.63M 5.5M Within 0.7M 25Kg

Control bar

(o) 5-6mm

4.0M 3.87~4.13M 5.0M Within 0.8M 22KgControl bar

(o)4-6mm

3.5M 3.37~3.63M 4.5M Within 0.9M 18KgControl bar

(o)3-5mm

3.0M 2.87~3.13M 4.0M Within 0.9M 15Kg

Control bar

(o) 2-4mm

2.5M 2.5M 3.1M Within 1.0M 12KgControl bar

(o)1-3mm

2.0M 2.0M 2.6M Within 1.0M 10KgControl bar

(x)1-2mm

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THE

MAIN

BODY

THE

UPPER

PART

CONTROLBAR

FIXED

BOLT

FOR

SUPP

ORT

PRODUCT CONFIGURATION

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- SECRING WIDE SPACE - LEVELING WORK OF SLAB

- ENHANCING QUALITY - REDUCING INPUT QUANTITY OF MATERIALS

FEATURES OF PRODUCT

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WASTE WOOD IS REDUCED REMARKABLY

EASY ARRANGEMENT OF MATERIAL

REDUCING LABER COST

SECURED SAFE SPACE FOR WORKERS

FEATURES OF PRODUCT

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Easy curing

Shortening effect of work schedule

Securing wide space

FEATURES OF PRODUCT

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Workability Of Dismatling Wall Forms Enhanced

(Distance Between Supports : 500~600MM)

By Dismantling Wall Forms Without Interference Of Supports,

Slab Cracks Might Be Prevented

FEATURES OF PRODUCT

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A PANORAMA OF DISMANTLING WALL FORM

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FILLA SUPPORT

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INSTALLATION OF INSIDE BREAST WALL FORM INSTALLATION OF SUPPORT & TRUSS BEAM


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UNDERFLOORING A PANORAMA OF TRUSS BEAM INSTALLATION


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DESIGN PROCESS OF TRUSS BEAM

Revier Site Drawing

(Plan Drawing And Calculation Sheet Of Stress Analysis)

Design Framework(Determined Dimensions Of Truss And Spaces)

Ordering Material By Installation Drawings

(Calculate Quantity Per Size, Building)

Carrying Material Into Site

(Carry In Per Size, Building)

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APPLICATION EFFECT OF TRUSS BEAM

PARTIAL TRUSSBEAM TIMBER

The Lower Part Of Slab Secure Open Space Crowded

Quality Management OfSlab

Standardized Material By Slab Quality Control

Reliability Of Management Decreased

Degree Of Leveling Excellent Ordinary

SafetyReduce Risk Factors By Enhancing Wor

kabilitySpread Risk Factors

Vision Continual Cost Down Effect Continuous Cost Up

COMPARISON AND ANALYSIS TABLE IN RAEMIAN APARTMENT DAEGU SITE OF SAMSUNG

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CONCLUSION

Reduce Used Quantity Of Support Reduce Manpower For Wood Work Remarkably

Reduce Used Quantity Of Support,Timber Remarkably

Reduce Manpower For Installation And Dismantling

(Reduction Effect Of Existent Manpower For Work)

Minimaize Used Material Reduce Waste Wood

(Reducing Effect Of Construction Waste Generation)

Use Material Semi Permanent Continuous Cost Down Effect

REVIEW ECONOMICS

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secure leveling of upper part Uncertain in case of traditional method

install supports only in both ends parts

By adjusting support height before placing con`c Enhance effectiveness of leveling work

modularity of slab material

Enhance effectiveness of work process

Widen range of quality control

REVIEW QUALITY PROBLEM

CONCLUSION

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Secure Enough Moving Line For Work

Secured Wide Space Easy Installation And Dismantling

Without Moving Timbering While Dismantling Of WallForm

Reduce Accidents Of Safety / Enhance Flatness

Secure Enough Space For Moving Path And Curing

Secure Safety During Slab Work Prevent Falling Risk Of Worker In Both Ends Parts

REVIEW SAFETY AND WORKABILITY

CONCLUSION

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GENERAL REMARKS AND FURTHER SUBJECTS

FORMAPLYTRUSS BEAM Thank You

Various advantages of quality, cost and process by applying truss beams can be confirmed to using existent method. Based on this, not only short term but also continuous application of this can make possible to standardize framed structure and to accumulate and increase reducing effect of cost down.

Currently, total work schedule is shortened by framed structure schedule (6 daysCycle) and application of finish TACT.Herein, major point to shorten work schedule is how much early finish work can be input. Major impact on input of finish work in building APT is quick lift of heavymaterial.

Considering conveying of bricks start after installing hoist and stacking work of 8~10 floors is completed, work schedule can be shortened by using truss beam, because that TACT method of narrowed space can be applied by securing lower sp

ace of truss beam to store material earlier.

CONTACT US

SHOW ROOM553 Highway 13Hiep Binh Phuoc

Ward

Thu Duc DistrictHo Chi Minh City

Tel08 5422 6238

(Korean)

08 5422 626708 5403 7192(Vietnamese)

Fax08 5422 6237

[email protected]

trussbeam

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