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
Emailformaply@naver.com
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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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PURPOSE OF DEVELOPMENT
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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PURPOSE OF DEVELOPMENT
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
DRAFT OF EXECUTION STANDARD
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UNDERFLOORING A PANORAMA OF TRUSS BEAM INSTALLATION
DRAFT OF EXECUTION STANDARD
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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
Emailformaply@naver.com
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