• Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM System 1
  • Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM System 2
  • Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM System 3
Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM

Cuplock Scaffold System for Construction China Manufacture Directly Selling 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  Cuplock Scaffold System for Construction China Manufacture Directly Selling  

  • 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






  • Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM

  • Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM


  • Cuplock Scaffold System for Construction China Manufacture Directly Selling CNBM

Descriptions of  Cuplock Scaffold System for Construction China Manufacture Directly Selling  

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  Cuplock Scaffold System for Construction China Manufacture Directly Selling 

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  Cuplock Scaffold System for Construction China Manufacture Directly Selling 

  • 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:A 67.0- painter is on a uniform 21- scaffold supported from above by ropes. There is a 3.8- pail of paint to one side. The ropes are 1m inside the scaffold on each side. The pail is 1m away from the left rope and 3m from the right rope. The scaffold is a 6m. How close to the right end can he approach safely? How close to the left end can he approach safely?
First of all...no units, no answer. Second of all...according to OSHA (Occupation Safety and Health Administration), NO ONE can walk on a scaffold beam outside the support ropes OR SET ANY OBJECT DOWN outside the support ropes. Hence the answers for both questions are 1 meter. It doesn't matter what a calculation will yield...NO ONE can walk on the beam outside the support ropes safely. Even if a torque balance yields that it will not put the ropes in compression and buckle them...it still isn't considered to be safe by OSHA if the painter is outside the ropes.
Q:Who knows how much the amount of the main material used to take one square metre of conventional double row scaffolding (within 12 meters). For example, how many kilograms of steel pipe, the number of fasteners. The content of the quota is low, I am also very confused, to the completion of the work of the scaffolding rental fees. Very urgent, I hope to know the user to answer. Accident report
The following is a quote fragment: who knows how to use a square meter of the main raw material of double row scaffolding
Q:What are the requirements for the construction of the scaffold eye in the building?
SelectionThe project uses 48 mm, 3.5mm wall thickness steel pipe and the corresponding fasteners, dense mesh safety net, big eyes, etc.. Among them, the specification of the steel pipe is from 0.5m to 6m, and the fastener mainly has a rotating shaft, a cross and a joint fastener. Bowl buckle scaffold also uses Phi 48, 3.5 wall thickness of steel pipe and the corresponding fasteners, mainly with 1 x 1.0m, 1.2 x 1.2m, 1.5 x 1.5m and other specifications. Foot board mainly 2M and 3M two.
Q:How to calculate the fastener type steel pipe scaffold
The provisions of 1.1.4 in steel pipe scaffold structure thin-walled steel structure design, involved in the weld connection, the stability coefficient of the axial compression members, should use the "technical specification for Cold-Formed Steel Structures" (GBJ18-87).1.1.5 provides for the design and calculation of scaffolding:(1) the calculation of the overall stability of the frame (can be converted into the calculation of the stability of the opposite pole);(2) checking the strength, stability and stiffness of horizontal bar;(3) calculation of strength and stability of attached and continuous wall;(4) anti overturning checking;(5) checking of foundation and supporting structure.
Q:Im a wimp for pain and im looking to get my scaffolding done. i want to know how painful it isI already have both lobs pierced and stretched to an 8mm, will the pain be similar to that?
You sound like you have a low tolerance for pain if you say you're a wimp haha, which means yeah it'll probably hurt you. It'll hurt more than the lobes because it's cartilage, and for the same reason you'll hear a popping noise as the hole is made. You won't be taken over by deathly pain or anything like that, it'll probably be sensitive for a few days after too so careful not to knock it against anyone/ anything. But if you want it bad enough, the pain will be bearable.
Q:Fastener type steel pipe scaffold composed of which components?
3.3 foot plate3.3.1 foot plate can be made of steel, wood, bamboo materials, the quality of a single foot board should not be greater than 30kg.3.3.2 stamping steel feet of the material should be consistent with the existing national standard carbon structural steel GB/T700 Q235Class steel provisions.3.3.3 wooden foot plate material should be consistent with the current national standard "wood structure design code" GB50005 IIaMaterial requirements. Foot plate thickness should not be less than 50mm, both ends should be set to the diameter of not less than 4mm platingZinc wire hoop two.3.3.4 bamboo scaffold board shall be adopted by bamboo or bamboo bamboo string plate, bamboo; bamboo string amphipodsshouban shouldIn accordance with the existing industry standards "construction of wood Scaffolding Safety Technical Specifications" JGJ 164 of the relevant provisions.3.4 adjustable support3.4.1 adjustable support screw outer diameter shall not be less than 36mm, diameter and pitch should be in line with the current national standard "ladder"Type screw thread GB/T 5796.2, GB/T 5796.3 provisions.
Q:i have some ?'s on the scarlett letterWhat effect has the 7=year interval had on Dimmesdale ?
you can see how weak morally dimmesdale is, because he keeps his hand over his heart all the time, and is constantly beating himself up over his crime. he whips himself in the closet, and brands himself with a scarlett a to match hesters. hester... when she first walks out on the scaffold she can be seen as defiant, as if she isn't ashamed of the embellished letter a she wears. the cottage she lives in is on the edge of the town, bordering the forest. towards the end of the 7 years, her actions can be seen as repent maybe for her crime: she is a self ordained sister of mercy, helps the poor and homeless, sews... and the a turns from adultery to able
Q:A 520 kg box sits 1.4 m from the left end. What is the tension in the right hand side wire? (g = 9.8 m/s2) ____________ Newtons
Because the scaffold is not moving, we can assume that the net Torque acting on the scaffold equals zero. Net Torque = 0 torque = Force x distance (d) Use the left end of the scaffold as the center point. This will eliminate the Torque caused by the left wire (d = 0, so torque = 0) There are now three forces creating torque on the scaffold. There is the weight (m x g) of the scaffold, at 3.5m from the left end. m1 x g x 3.5m There is the weight of the crate, located 1.4m from the left end: m2 x g x 1.4m These two torques are countered by the torque caused by the Tension (T) of the right wire, located 7m from the left side. T x 7m The sum of these torques is zero. (T x 7m) - (m1 x g x 3.5m) - (m2 x g x 1.4m) = zero solve for T T = ((m1 x g x 3.5m) + (m2 x g x 1.4m)) / 7m T = ((115kg x 9.8m/s^2 x 3.5m) + (520kg x 9.8m/s^2 x 1.4m)) = 1.58 x 10^3 N Hope this helps.
Q:How to set up the temporary structure of the external structure of the balcony on the two structure
Earthwork:The pile cap is shallow, the foundation beam and sand filling quantity is less, the depth is to the outdoor floor 1.5m, so the earthwork construction adopts the mechanical leveling site construction scheme. Backfill soil must be layered compaction, density of not less than 0.9. Construction lap should be compact, interval time should not be too long, in case of rain water, the construction of various types of pipe should be synchronized with the foundation construction.
Q:If you have two workers say standing on a scaffolding, their are downward forces from the weight of the workers along with the weight of the scaffold, and upward forces from tension suspending the scaffolding in place. The opposite forces add to zero and thus the scaffolding remains at rest.My question has to do with what would occur if more/less workers were on the scaffolding. It appears to me that the scaffolding would always remain at rest. Would there always be a ΣF=0 regardless of the amount of workers? As the decreases in weight from removing a worker would also cause the tension force to be weaker? And vice versa if there were more workers?I
You are correct so long as the scaffolding is not allowed to move. I.e. the cables suspending it are locked and not unwinding from their spools as more workers get on. More weight added would necessarily increase the tension in this type of case. However, if, when another worker got on and the tension could not increase for what ever reason, a downward acceleration would take place that is proportional to the worker's weight. Hope that clears things up.

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