china formwork steel cuplock scaffolding

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
10000 pc
Supply Capability:
10000 pc/month

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Product Description:

Quick Details

aterial:

Q235,Q345

Surface treatment:

Painting, zinc plate, or Hot-Dip Galvanized

Certificate:

SGS,BV,CE,ISO9001:2000

Standard:

BS EN10025,JIS G3444-2006,GB/T 3091-2001, ASTM A106-2006, API 5L

Thickness:

12-18mm

Inspection:

With Hydraulic Testing, Eddy Current , Infrared Test

Brand:


Delivery time:

Within 25 days

Packaging:

Pallet

Packaging & Delivery

Packaging Detail:Pallet package or in bulk according to your requirements.
Delivery Detail:Within 15-20 days after receiving your deposit

Specifications

1. formwork steel cuplock scaffolding 
2.Professional manufacturer 
3.Certified by SGS,BV,ISO 
4.Timely delivery

Specifications

 

Ringlock component

Specification (mm)

Weigtht (kg)

Material

Standards with Spigot

500

3.09

Q235/Q345

1000

5.49

1500

7.90

2000

10.30

3000

15.11

3500

17.51

Ledgers

750

3.20

Q235

1000

4.07

1065

4.31

1200

4.78

1500

5.88

2000

7.56

2200

8.30

2500

9.35

3000

11.13

Ladder

3000

17.80

Q235

Braces

750x2000

9.18

Q235

1000x2000

9.47

1500x2000

10.31

2000x2000

11.40

2500x2000

12.67

3000x2000

14.06

 

H frame & L frame scaffolding

 1)Size 1219X1700mm or 1219*1930mm,1350*2000mm,1350*2500mm,

      1350*3000mm

 2)Material Q235 or Q345

 3)Finished painted or galvanized ,powder coated

 4)Tube size 42mm*2.0mm and 25.4mm*1.8mm

 5)Weight 18.5kg. 13KG

 6)4 feet x 6 feet or other size can be done also.


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Q:Scarlet Letter Scaffold scenes?
No. Santa doesn't like this movie.
Q:Electric basket accessories are generic
The safety lock is easy to use, safe and reliable, and the roof beam hanging bearing steel wire rope and the safety rope, electric basket the chain on the ground first assembled into the basket frame control sequence and construction method. Then the steel wire rope through the guide rope pulling hoist hole penetrated to the hook direction pressing, back and forth the move can make the basket handle, the handle can bring down the back and forth promotion, back down, but not at the same time trigger handle. If the steel rod chain load-bearing suspender, then put the safety rope and reinforced bar chain hanging in the fixed roof beam, and then, the chain hanging on a chain bar steel link lower hanging basket, using the chain lift. Because the chain travel is limited, so in the process of lifting, has to replace the chain, the chain of artificial lift, such as lifting relay.
Q:Calculation method of complete scaffold
No matter where we are, we all have time to go with us. It's an eternal departure
Q:i wanna ask regarding scaffold to any structural/civil engineer?
It is a work safety issue. Past experience has shown that scaffolding sometimes gets modified by unqualified people (or weather) resulting in injury or death.
Q:whats the symbolic significance of the scaffold, the rosebush, and pearl in the book THE SCARLET LETTER?
I dont think she explained the rose bush very well. i think that it refers to Good and bad. Good being the rose and bad being the thorns Hester said in the book that she picked Pearl off a rose bush. Hester loves pearl but also fears her
Q:A 115 kg scaffold is 7 m long. It is hanging with two wires, one from each end?
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:Introduction of external scaffolding
Temporary structure frame for feeding, piling and construction work outside the outer wall of the outer wall for building construction. 1.1 parts1.1.1 pipe1 scaffolding steel pipe with Phi 48mm, wall thickness of 3.5mm; horizontal horizontal bar maximum length of 2200mm, the maximum length of other rods 6500mm, and the maximum quality of each steel pipe should not be greater than 25kg.
Q:What are the common rules for calculating the amount of scaffolding works
The independent brick (stone column) less than 3.60M in height, scaffold to construct the core column multiplied by the circumference of high calculation, the implementation of masonry scaffolding in the shelf; column 3.60M with column wise, the structure of the circumference of the core column height calculated by multiplying plus 3.60M, the implementation of masonry scaffolding outside the shelf (single row). Where masonry height exceeds 1.5m of the masonry are required to calculate the scaffolding.
Q:In the calculation of the bearing capacity of the scaffold, what is the axial force produced by the "N g2k" - the standard value of the component?
(3) the railings and retaining scaffold deadweight standard value (kN/m); the railings, bamboo amphipodsshouban baffle, the standard value of 0.15NG3 = 0.150 x 7 x 1.500/2 = 0.788 kN;(4) the load of the hanging safety facilities, including safety net (kN/m2); 0.005NG4 = 0.005 x 1.500 x 24 = 0.180 kN;
Q:Said chrysanthemum disc scaffolding system, disc scaffolding system, wheel type scaffolding system, buckle scaffold, layher frame
Cross barName specification A (mm) B (mm) theoretical weight (kg)

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