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Brand Name : Goomay
Model Number : GM-JZMB-11
Certification : ISO9001:2015 , ISO14001:2015 , ISO45001:2008
Place of Origin : Langfang,Hebei,China
MOQ : MOQ 2000KGS For Initial Order,the quantity could be negotiable
Price : Negotiable
Payment Terms : 30%deposit+70% against BL copy, D/P, L/C
Supply Ability : 5000T MONTHLY
Delivery Time : After drawings confirmed,4-7days moulds ready , after samples approved , 7-10days delivery for 200TONS
Packaging Details : Inside:packed with protective film to protect each piece. Outside: Bulk Quantity , Thermal Shrinkage Bags , Whole Craft Paper
Product Name : Aluminium Template Profiles , Building Formwork Profiles
Material : China Alminium Origin Ingot 6005-T6 , 6061-T6
Surface Treatment : Mill Finish , Anodized Silver
Length : 6M - 13M or Customized Length
Wall Thickness : 2MM-15MM or Customized Wall Thickness
Characters : Light Weight,Easy-Installation,Recycled
Certificates : ISO9001:2015 , ISO14001:2015 , ISO45001:2008 , Hebei Provincial Qualified Cerificate
Application : Concrete Construction , Real Estate Construction
Easy-Assembling Aluminium Profiles for Building Formwork,H BEAM (Alloy 6061-T6)
TECHNICAL DATA
H-BEAM TYPES
140 H Beam with Wood 140 H Beam 122 H Beam
(For Joist) (For Joist & Ledger) (For smaller slab thickness)
140-H BEAM (Alloy 6061-T6)
X-Sectional Area (As) = 1233 mm2
Yield Strength (Fy) = 241 Mpa
Bending Moment (Allowable) = 4.03 KN-m (S.F. = 2.0)
Shear Strength (Allowable) = 59.45 KN (S.F. = 2.0)
122-H BEAM (Alloy 6061-T6)
X-Sectional Area (As) = 1041.92 mm2
Yield Strength (Fy) = 241 Mpa
Bending Moment (Allowable) = 3.19 KN-m (S.F. = 2.0)
Shear Strength (Allowable) = 50.22 KN (S.F. = 2.0)
SPACING TABULATION (FOR 140-H BEAM)
SLAB THICKNEWW(mm) | IMPOSED LOAD(mm) | JOIST SPACING(mm) | LEDGER SPACING(mm) | PROPS SPACING(mm) |
100 | 9.47 | 610 | 2000 | 1400 |
150 | 11.15 | 488 | 2000 | 1350 |
180 | 12.16 | 488 | 2000 | 1300 |
200 | 12.83 | 488 | 2000 | 1250 |
250 | 14.51 | 488 | 2000 | 1200 |
280 | 15.52 | 488 | 1800 | 1150 |
300 | 16.19 | 406 | 1800 | 1100 |
350 | 17.87 | 406 | 1800 | 1000 |
400 | 19.55 | 406 | 1600 | 1000 |
Imposed load is 1.4 DL + 1.7 LL, where LL is 50 psf + 25 psf impact load.
The suggested ledger and props spacing may very depending on the length of joist and floor height.
Floor height considered in this analysis is 3.6 meters and length of joist is 3.9 to 4.5 meters.
MAIN COMPONENTS & ACCESSORIES
Diagram | Description | Weight | Article No. |
![]() | 140-H Beam | 3.15 Kg/m | 2010000 |
![]() | 140-H Beam with wood | 3.16 Kg/m | 2030000 |
![]() | 122-H Beam | 2.73 Kg/m | 2040000 |
![]() | A Clamp | 0.11 Kg | 7000000 |
![]() | U-head | 2.55 Kg | 0500001 |
![]() | Swivel coupler | 1.20 Kg | 0500002 |
![]() | Props 3.6m | 17.32 Kg | 3102136 |
![]() | Tri-pod | 5.32 Kg | 3000018 |
PROJECTS
DESCRIPTION
Shoring Props Form system provides simple but effective beam and slab decking for conventional casting works. This system is the best alternative where the Table Form System is not applicable. It can be assembled and stripped easily for fast operations for various concrete slab design structures. Minimum number of manpower can be use but optimum productivity can be achieved.
Basically, the main Components for this system are the aluminum 140-H Beam which acts as joist and ledger for the plywood decking, and the Heavy duty adjustable steel props which carry all the imposed load.
Main Advantages
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System Main Parts
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H BEAM Building Aluminum Formwork Profiles Images |