Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction CNBM

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Tianjin
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50 m.t.
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30000 m.t./month

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Product Description:

  • Quick Details of Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction  

  • Type: Heavy Section Steel

  • Forming: Welding Products

  • Standard:GB, ASTM, DIN, JIS, AISI, BS, En74,Bs1139

  • Member:Steel Column

  • Trademark:Quality Carbon Structural Steel and Alloy Structural Steel

  • Connection Form:Welded Connection

  • Carbon Structural Steel:Q235,Q255,Q345

  • Residential Wall Structure:Wall Support

  • Type of Steel For Building Structure:High-Strength Steel

  • Bs1139, En74 Standard:Tube :48.3mmx3.25mm/2.5mm

  • Export Markets:Global



  • Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction CNBM

  • Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction CNBM



  • Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction CNBM

Descriptions of Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction 

Cuplock is a kind of multi-purpose and versatile modular system scaffolding, suitable for access and formwork support in all types of construction of building & civil engineering projects, offshore projects, etc. This complete galvanized Cuplock system is probably the fastest and most widely preferred scaffolding system. It has flexible erection as straight, curved or circular configuration for both access and support purposes.


Futures of Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction 

Multi-functional-with the universal joint and fully interchangeable components, the cuplock system can be used in most construction projects for both formwork and access. It is very versatile and diverse. Use in the shipping industries, oil and gas and aviation industries.
Versatile-Verticals are assembled with horizontals and diagonals using secure fixed cup connections. Its versatility has a distinct advantage to conventional scaffolding methods. A positive & ridged connection of four units is achieved in one single action. The cupock system is very cost effective and can be erected safely and quickly.
Time saving-cuplock scaffold is the solution for temporary structures Performance stages. Small teams can erect it safely and quickly.
Economical-Easily assembled system scaffold saves time and labor costs.
Durable-All components are hot dip galvanized and manufactures to international standard.
Easily Stored-Individual pipe elements can be packed in bundles for easy storage and transportation. For returns, material can be packed in steel racks.

  • The Main Components of Q235 Galvanized Steel Cuplock Scaffolding System for Large Building Construction 

  • Verticals

  • Description

    Material

    kg/pc

    Article No.

    9'10" Vertical 3.00m

    Q345 φ48.3×3.2

    16.90

    SC1001 3000

    8'2" Vertical 2.50m

    Q345 φ48.3×3.2

    14.20

    SC1001 2500

    6'6" Vertical 2.00m

    Q345 φ48.3×3.2

    11.60

    SC1001 2000

    4'11" Vertical 1.50m

    Q345 φ48.3×3.2

    8.90

    SC1001 1500

    3'3" Vertical 1.00m

    Q345 φ48.3×3.2

    6.20

    SC1001 1000

    1' Vertical 0.50m

    Q345 φ48.3×3.2

    3.50

    SC1001 0500

Horizontals

  • Description

    Material

    kg/pc

    Article No.

    10'0" Horizontal 3.05m

    Q345 φ48.3×3.2

    11.80

    SC1002 3048

    9'0" Horizontal 2.74m

    Q345 φ48.3×3.2

    10.70

    SC1002 2743

    8'2" Horizontal 2.50m

    Q345 φ48.3×3.2

    9.80

    SC1002 2500

    7'0" Horizontal 2.13m

    Q345 φ48.3×3.2

    8.40

    SC1002 2133

    6'6" Horizontal 2.00m

    Q345 φ48.3×3.2

    7.90

    SC1002 2000

    6'0" Horizontal 1.83m

    Q345 φ48.3×3.2

    7.20

    SC1002 1828

    5'11" Horizontal 1.80m

    Q345 φ48.3×3.2

    7.10

    SC1002 1800

    5'0" Horizontal 1.52m

    Q345 φ48.3×3.2

    6.10

    SC1002 1524

    4'11" Horizontal 1.50m

    Q345 φ48.3×3.2

    6.00

    SC1002 1500

    4'1" Horizontal 1.25m

    Q345 φ48.3×3.2

    5.00

    SC1002 1250

    4'0" Horizontal 1.22m

    Q345 φ48.3×3.2

    4.90

    SC1002 1219

    3'6" Horizontal 1.07m

    Q345 φ48.3×3.2

    4.30

    SC1002 1067

    3'3" Horizontal 1.00m

    Q345 φ48.3×3.2

    4.10

    SC1002 1000

    3'0" Horizontal 0.91m

    Q345 φ48.3×3.2

    3.80

    SC1002 0914

    2'11" Horizontal 0.90m

    Q345 φ48.3×3.2

    3.70

    SC1002 0900

    8'0" Horizontal 2.44m

    Q345 φ48.3×3.2

    9.50

    SC1002 2438

    1'10" Horizontal 0.57m

    Q345 φ48.3×3.2

    2.40

    SC1002 0600

  • FAQ

  • 1. What is considerations of Scaffolding installation?

  • There must be a fire protection measures and specialist care, safety personnel patrol inspection when electricity, gas welding work on the scaffold,

  • (1) scaffold frontage hurtful to prevent falling objects protection is required.

  • (2) During take down the scaffolding, fencing and warning signs should be set up on the ground, prohibit others person besides the operator

  • 2.What are the certifications of your products?

  • Certified by SGS, BS1139, EN74, Local Test Report.

  • 3. How long is the warranty period for your product?

  • Our products warranty is 2 years.

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Q:what are the scaffolding building on I-44 between milemarker 282 and 283 east bound on the north side of the h
Are you talking about where the trains are? The cylander shaped buildings? They are oil/fuel tanks... they have a big balloon like thing with a weight on top that as it fills will fill out inside the scaffolding. I have not seen them filled in years though.
Q:Can I get an industrial/scaffold piercing pierced with 2 separate bars?
nope! Cartilage piercings take about a year to fully heal up. Yes, you can get 2 separate bars, but let the piercer know thats what you want. Industrials are VERY hard to take care of. Make sure to listen to EVERYTHING the piercer says!
Q:by scaffolding ?
It's a rhetorical question, maybe the girl is held up so well that it could have been something else holding her up there
Q:looking for a scaffolding job in dubai can anyone help?
Hi okorder.com, we are Dubai based scaffolding contractor.
Q:Method for inspection of foot hand frame fittings
GB15831-2006 steel pipe scaffold fastenerGB_5725-2009 safety net
Q:How to calculate the double wall scaffolding
Calculation of bearing capacity of foundation:The average pressure of the bottom of the vertical rod foundation should meet the requirements of the formulaP = FGDesign value of foundation bearing capacity:FG = fgk x Kc = 200 kN/m2;
Q:The relevant provisions of the demolition of the external wall scaffold:
Two, removal of scaffolding, should meet the following requirements:1, the demolition work must be from top to bottom layer by layer, prohibited from top to bottom operation at the same time;2, even the wall must be removed with the scaffolding layer by layer, is strictly prohibited even after the first wall or a few layers of the demolition of the demolition of the scaffolding; demolition of the height difference should not be greater than 2 steps, such as the height difference is greater than the step, should be added to strengthen the wall;3, when the scaffolding down to the bottom of a long rod height (about 6.5m), should be in the appropriate position to set up temporary support reinforcement, and then dismantle the wall;4, when the scaffolding to take the sub section, the demolition of the sub elevation, the demolition of the scaffold should not be removed at both ends, should be added to the wall and lateral oblique reinforcement.
Q:How to calculate the fastener type steel pipe scaffold
1 "Uniform provisions" on the scaffolding structure design calculation method?1.1 requirements for design methods and design requirements1.1.1 stipulates that the scaffolding structure will be based on the probability theory based on the limit state design method (referred to as the probability limit state design method, that is currently China's engineering structure design method) for design.
Q:Are Nuclear Matrix and Nuclear Scaffold the same thing?
For most purposes, they are interchangeable terms for the same things. Some people favor one term, some the other. The ones who favor matrix over scaffold or vice versa may have some argument as to why it is better or a difference but in general people use them interchangeably.
Q:Scaffold removal should comply with those requirements......
Demolition safety requirementsThe removal order should be 1 layers from the top down, at the same time no homework.2 remove the frame rods and connectors, springboard and other materials, should be used in rolling, prohibited throw down. The foot lever and remove the plate have been demolished, should be disposable.3 all the pieces of the wall should be removed from the scaffold layer by layer, it is strictly forbidden to take the whole or a few layers of the demolition of the wall and then dismantle the scaffolding; the demolition of the height difference should not be greater than two steps, such as the height difference is greater than the two step should be added to strengthen the wall.4 when the scaffolding removed to the lower part of the last long steel pipe height, according to the needs of the site in the appropriate position to take temporary support reinforcement, after the demolition of the wall.

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