• Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM System 1
  • Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM System 2
  • Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM System 3
Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM

Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
50 m.t.
Supply Capability:
30000 m.t./month

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  • Quick Details of Cup Lock Scaffolding Cuplock System for Construction Formwork Building 

  • 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

  • Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM

  • Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM


  • Cup Lock Scaffolding Cuplock System for Construction Formwork Building CNBM

Descriptions of Cup Lock Scaffolding Cuplock System for Construction Formwork Building 

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 Cup Lock Scaffolding Cuplock System for Construction Formwork Building 

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 Cup Lock Scaffolding Cuplock System for Construction Formwork Building 

  • 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.

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 are the dangers of scaffolding
The scaffold and bar for use of instability, binding is not strong or break and fall; the improper operation of the impact and accident etc.;Improper operation generally have the following situations:A. overexert, causing physical instability;B. in the frame and pull the car back walking;C. crowded collision;D. many people handling or installation of heavier components;Ice and snow on the E. frame is not clear, causing the slide.
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: According to the standard set up double scaffolding scaffolding to the number of meters per square meter
This is not necessarily the type you want to see the scaffold (open / closed) and set the height of the local wind.
Q: Is it easier to build a disc scaffolding system than a bowl buckle scaffold?
It is widely used in bridge engineering, tunnel engineering, workshop, elevated water tower, power plant, oil refinery... Support design and special plant, is also applicable to overpass span scaffolding, storage shelves, chimney, water tower and indoor and outdoor decoration, large concert stage, the background frame, stands, balcony frame, stairs, other party system, stage setting, sports watch station project.
Q: What is the bowl buckle scaffolding, bowl buckle scaffold what are the characteristics
(c) the cross bar is made of welded joints of 48 mm x 3.5mm steel pipe with a certain length. Horizontal connecting rod for vertical rod, or horizontal bearing rod of frame;
Q: what do you think?pain wise? i know it's going to hurt as it's a peircing (duh) but will it hurt especially as it's two thick pieces of cartilage?
it looks awesome just make sure you keep it under clean conditions, once it gets inflammed it is SUPER painful and dangerous
Q: How to remove the disc scaffolding ah, do not know how to get through the decoration
First, in the demolition of the mobile frame should pay attention to the partner can not be replaced, it is better to slow down or stop work, do not have the experience of the construction personnel to carry out the demolition work.
Q: improper design of formwork and scaffolding, not adequate braces and supports, improper handling, corrosion of material is several factor of formwork and scaffolding failure. it is estimated that more than 3000 accidents involving falls from scaffolds and 30 fatalities
Well, it seems you came close to answering your question. But are falls a scaffolding failure? For me failure means that the scaffolding sagged or fell - which may result in injuries with or without falling as when the failing scaffolding falls on a worker on the ground. I would think that major causes of failure as I defined it would be inadequate or failed attachments to the building and failure of ground support for the structure. Question needs to be improved to define what you need in answer and avoid conflict between question and detail.
Q: Rather than buy tensile steel rods to reinforce concrete I wonder whether I can effectively recycle scaffold tubes that are presently on my roof.
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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