• Cuplock Scaffolding for Sale Construction Electric Galvanized or Paint System 1
  • Cuplock Scaffolding for Sale Construction Electric Galvanized or Paint System 2
Cuplock Scaffolding for Sale Construction Electric Galvanized or Paint

Cuplock Scaffolding for Sale Construction Electric Galvanized or Paint

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
100 m.t.
Supply Capability:
100000 m.t./month

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Cuplock Scaffolding for Sale Construction Electric Galvanized or Paint

Product description: 

The locking node is formed by two cups, a fixed lower cup which is welded to the vertical member at every 500mm intervals and a sliding upper cup. First the forged blade ends of the horizontal member are connected loosely but safely to the lower cup.

1. Diagonal Description

Diagonal Description

Length

Weight

1.8 x 1.5M Cup-Lock Diagonal Brace  Hot Dipped Galvanized

2.343M

8.70kg

1.8 x 2.0M Cup-Lock Diagonal Brace  Hot Dipped Galvanized

2.691M

9.80kg

2.5 x 1.5M Cup-Lock Diagonal Brace  Hot Dipped Galvanized

2.916M

10.70kg

2.5 x2.0M Cup-Lock Diagonal Brace  Hot Dipped Galvanized

3.202M

11.50kg

3.0 x2.0M Cup-Lock Diagonal Brace  Hot Dipped Galvanized

3.606M

13.00kg

2. Standard

Standard with Spigots

Description

 Weight

1.0M Cup-Lock Standard, Hot Dipped Galvanized

5.50kg

2.0M Cup-Lock Standard, Hot Dipped Galvanized

11.40kg

3.0M Cup-Lock Standard, Hot Dipped Galvanized

16.60kg

0.4M Cup-Lock Standard, Hot Dipped Galvanized

2.40kg

Standard without Spigots

0.8M Cup-Lock Standard, Hot Dipped Galvanized

4.60kg

1.3M Cup-Lock Standard, Hot Dipped Galvanized

6.60kg

1.8M Cup-Lock Standard, Hot Dipped Galvanized

9.10kg

2.3M Cup-Lock Standard, Hot Dipped Galvanized

11.60kg

 

3. Cup-Lock Ledger

Cup-Lock Ledger


Description

                            Weight

0.6M Cup-Lock Ledger, Hot Dipped Galvanized

2.65kg

0.9M Cup-Lock Ledger, Hot Dipped Galvanized

3.73kg

1.0M Cup-Lock Ledger, Hot Dipped Galvanized

4.10kg

1.2M Cup-Lock Ledger, Hot Dipped Galvanized

4.81kg

1.3M Cup-Lock Ledger, Hot Dipped Galvanized

5.17kg

1.6M Cup-Lock Ledger, Hot Dipped Galvanized

6.24kg

1.8M Cup-Lock Ledger, Hot Dipped Galvanized

6.96kg

2.3M Cup-Lock Ledger, Hot Dipped Galvanized

9.50kg

 

 4. Cup-Lock Intermediate Transom

Cup-Lock Intermediate Transom

Description

Weight

0.565M Cup-Lock Intermediate Transom

2.80kg

0.795M Cup-Lock Intermediate Transom

3.70kg

1.3M Cup-Lock Intermediate Transom

    5.50kg

1.8M Cup-Lock Intermediate Transom

    7.30kg

 

Packing & Shipping

Packaging Details: Steel pallets, Customized package

Delivery Detail: 15-25Days


 


Q: The contents of the inspection and evaluation of steel tubular scaffold with bowl buckle are as follows.A. frame protectionB. loadC. foot plateD. bar lockE. frame stability
The correct answer is: C, D, E optionsThe bowl buckle type steel pipe scaffold inspection and evaluation guarantee project includes
Q: A 85 kg scaffold is 6.4 m long. It is hanging with two wires, one from each end. A 440 kg box sits 1.4 m from the left end. What is the tension in the left hand side wire?(g = 9.8 m/s2)Answer in newtons
Sum of Moments around right wire: T(6.4)=9.8*(440(5)+85(3.2)) T= 3785N
Q: PLEASE HELP!!!
v=at (assuming acceleration is constant as it is in this case) acceleration is gravity, G=9.8 m/s or 10 m/s v=(10 m/s)2.9 29 m/s
Q: What is the difference between the bowl buckle steel tube scaffold and the steel pipe scaffold
(5) safe and reliable: the joint design, taking into account the upper bowl buckle spiral friction and self gravity, so that the connector has a reliable self-locking capacity. The load acting on the cross bar is transferred to the vertical rod through the lower bowl buckle, and the lower bowl buckle has a strong shearing force (the maximum is 199KN). Even if the upper bowl buckle is not pressed, the joint of the cross bar is not caused by an accident. At the same time equipped with a safety net support, inter bar, foot board, block board, ladder. Pick up the beam, wall support and other rod accessories, the use of safe and reliable.
Q: Ok so i got a scaffold ear piercing about 6 weeks ago and by the two holes where it has been pierced its gone like lumpy an also at the top end of the piercing some skin has come down streched sort of so does anyone know if it will properly heal and the lumps go or does it stay like that? an is there anythin i can do to help it?
I used to have a scaffolding piercing but it didn't work out and now I have little bumps at where the 2 holes were. I recommend going to the doctors just to be safe as they will be able to give the best advice, I don't think you would want to end up with bumps on yours like mine. I hope this helps :)
Q: Help.Saturday I want to get a snug piercing but apparently it really hurts I had my scaffolding(industrial) done about 4 months ago it hurt but not that much I was just wanted to know if any one knows if it really hurts I have had alot of piercings but I'm really worried about this one :/Just wanted to know if any1 has any ideas on pain or had both of them ??
A snug is nothing compared to an industrial, you'll be totally fine. Good luck!
Q: ok so i recently got a scaffold piercing and its not completely healed i have gym tomorrow and my gym teacher makes us take out our earrings i know he is gonna make me take out my scaffold bar but i cant its not healed or he will make me sit out until its healed i herd that it takes 1 year before it heals i cant miss gym the whole year! what should i do HELP PLEASEyours trulySelyGomy
well i would cover it up if i were you.....leave ure hair down or something to make it less nnoticable
Q: A window washer is standing on a scaffold supported by a vertical rope at each end. The scaffold weighs 190 N and is 3.30 m long. What is the tension in each rope when the 710 N worker stands 2.30 m from one end?smaller tensionN?larger tensionN?
think of statics (in terms of forces and torques): because of fact the gadget is in equilibrium, the sum of the forces = 0 and the sum of the torques = 0 on the grounds that sum of forces = 0, then: ft(left) + ft(suitable) - Fg(scaffold) - Fg(employee) = 0 on the grounds that sum of torques = 0, then: -Set some element as your axis of rotation. for my area, I set between the ft as my axis. to that end, my torque equation will become ft(suitable)(2.ninety m) – Fg(scaffold)(a million.40 5 m) – Fg(employee)(a million.ninety m) = 0 you already know Fg(scaffold), Fg(employee), so resolve for ft(suitable). Plug this value into the tension equation and resolve for ft(left).
Q: What are the hidden dangers of scaffolding
Collapse is the biggest hidden danger scaffolding. Countermeasures to prevent and prevent the collapse of the scaffold: 1 must not be "empirical" in the daily enterprise construction process, some enterprises use "empiricism", do not carry out specific accounting. Timberman no license, is still "empiricism", scaffolding system does not have a scientific guarantee, the collapse is inevitable. For steel scaffolding, should be in accordance with the "construction of steel tubular scaffold safety technical specifications" (JGJ1302001), for scaffolding, should be in accordance with the cuplok scaffolding component (GB24911-2010) and JGJ 166-2008 construction cuplok Scaffolding Safety Technical specification, the scaffolding should be in accordance with the "construction steel scaffolding safety technology standard" (JGJ 128-2010), other types of scaffolding should also refer to the relevant standard.
Q: I have my belly button pierced as well and didn't think that hurt, how would you compare it to belly button piercings?
A friend of mine has hers done and she said it was just like getting her upper ear cartilage pierced all over again, but it wasnt bad at all. :D

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