Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System 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 Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System

  • 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


  • Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System CNBM

  • Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System CNBM


  • Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System CNBM

Descriptions of  Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System 

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  Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System

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  Galvanized Cuplock System Scaffolding|Scaffolding Cuplock System

  • 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: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:Compared to Pankou scaffolding and scaffolding have what distinction, what are the advantages
Pankou scaffolding and scaffolding to build shape is not the same, is not the same, the price is not the same1, Pankou scaffolding hot-dip galvanizing process, lasting up to 15 years of age or above.2, scaffolding, low cost, high efficiency, convenient disassembly and effort to build.
Q:Find the demolishing scheme of scaffold
Removal methodThe development of the demolition plan, the program should include the removal of the steps and methods, safety measures, etc.. Demolition order should be observed from top to bottom, the first after the demolition, after taking the first demolition principle. That is, first remove the railings, scaffolding, scissors support, diagonal bracing, and then small beams, large cross bars, vertical poles, etc., and according to the principle of one step clear in order to be prohibited from top to bottom at the same time the demolition work. Remove the shelf of the high-altitude personnel should wear safety helmet, safety belt, wear soft shoes on the shelf, at the same time, around the railing or set up a warning sign and a special command, in order to avoid casualties.
Q:Calculation method of complete scaffold
The most distant light is closer to us than the nearest darkness:Distance is usually just a myth
Q:During what month does Hester mount the scaffold in The Scarlet Letter?
Here is a good analysis and summary from Shmoop.
Q:What are the safety requirements for the dismantling of construction scaffolding
(5) remove the material, structural parts, etc., it is strictly prohibited to throw down, the use of rope tied firmly slow down, or with a crane, basket and other means of transport to the ground.(6) the scaffolding removed, should make clear the workplace after work, all materials and components should be neatly stacked, safe and stable, and timely transport.
Q:Scaffolding/Industrial piercing?
I have two lobe piercings on both ears, two cartilage piercings and an industrial that i got five months ago. I was expecting my industrial to be very painful but it wasn't that bad (i have a high pain tolerance though) its a bearable pain. Like all other piercings the healing process is the worst part and still when i bump it (like when im doing my hair) it hurts like a B****! lol. And don't play with it alot when you first get it, it causes scar tissue bumps. Use H20cean spray or you can do 1/4 tsp of sea salt and 1 cup of water to help heal it. The healing time is long, 4 months to a year. I paid $65 dollars in the us idk how much that is UK. It was definitely worth it though! Go for it :)
Q:How to calculate the fastener type steel pipe scaffold
1.1.2 provides for the temporary structure of the scaffolding structure, the structure of the importance coefficient of gamma 0 take 0.9. ?The scaffold structure design of 1.1.3 on reliability requirements, considering that there is no enough statistical data accumulated by the situation, determine the probability limit state design, should be consistent with our historical experience, if using a single coefficient method was designed, the single safety coefficient should be satisfied: the strength calculation of K1 = 1.5 the stability calculation; K2 = 2. To this end, in the calculation of the introduction of the material strength of the additional coefficient of gamma 'm' or resistance to the addition of partial coefficient gamma 'R, gamma' R= gamma 0 gamma 'm=0.9 gamma' m.
Q:What's the difference between scaffold and industrial piercing?
Nothing... The piercer will use an extra long barbell, most likely a 14 gauge.. too.
Q:Can I recycle steel scaffolding tubes by encasing them in concrete to make a stronger beam.?
You can, but I can think of two reasons why it might be unwise. Firstly, reinforcing bars are ribbed to provide a key between the concrete and the steel, whereas scaffolding bars are much smoother. This leads me to believe that scaffolding bars, weight for weight, wouldn't be as effective as reinforcement bars and you wouldn't have as much reinforcing action as you think. In extremis, you could end up with an under-reinforced concrete beam which will be brittle - reinforced concrete is usually deliberately slightly over-reinforced so that the behaviour close to failure is ductile, as it gives you time to run away. Secondly, scaffolding bars are hollow and reinforcement bars are solid. In reinforced concrete, the alkalinity of the cement paste helps to protect the reinforcement from corrosion - the reason for specifying a minimum cover - but the inside of your scaffolding bars would not benefit from this and so I'd worry about the risk of shortened life due to rusting from the inner face. At least when reinforcement bars rust they tends to spall the concrete cover off, which you see happening.

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