• Cuplock Scaffolding with High Quailty and Factory Price System 1
  • Cuplock Scaffolding with High Quailty and Factory Price System 2
Cuplock Scaffolding with High Quailty and Factory Price

Cuplock Scaffolding with High Quailty and Factory Price

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

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Cuplock Scaffolding with High Quailty and Factory Price

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: what is differences between scaffold and scaffolding?
Scaffold is what scaffolding is constructed of.
Q: Height in the number of scaffolding should be set up scissors
. Starting from the base of the scaffold, the height of the scaffold is set up continuously, the width is not less than 6 meters, and the span is at least over the span of 4 spans, and the span is up to a maximum of 6 spans
Q: I pierce and I have 20 piercings. I've wanted this piercing for like 2 years, and about 3 days ago i finally did it =]I just wanted to know what you think.
I think the positioning is ok. It just look different because of the other piercing next to it. Over all your piercings are cool !
Q: Bowl buckle scaffold steps can only be used in the number of meters 3
6 vertical protective scaffolding = natural floor to the top of the cross bar between the tower set up the actual length of the towerThe total amount of construction work of the comprehensive scaffold is calculated according to the total floor area of the building
Q: The relationship between the height of the scaffold and the design load
Hanging scaffolding, due to the turnover of materials and labor input is less, significantly reduced the amount of project funds
Q: I've had my industrial piercing for almost 5 years now and I was wondering if I was to take it out if it would close up or how long it would take to close. And after I take it out will it be noticeable that it was there.
If you had it for 5 years it won't close up since its healed up. The holes on mine are pretty small but I have hair covering mine so you can't see it but I've only had mine a little over a month. I do have other piercing that haven't ha anything in for a while and they are not closed like my belly button and I got that done about 7 years now.
Q: The first scaffold scene is when Hester and Pearl are up there in front of the public.The second scene is with Dimmesdale, Hester, and Pearl at night. The stars create an quot;Aquot; in the sky.The third scene is in public again but with Dimmesdale and he dies.
the first is puritanistic because of public humiliation and romanic because pearl notices her father at such a young age. the second because they are together as a fam(puritans did not belive in individualism) and romantic because the stars make an A in the sky. the third because of public confession and dimmesdale dies
Q: How to calculate the amount of steel pipe in the bowl buckle scaffold formwork system? What is the good software or experience of the eldest brother?
According to the bearing capacity of the vertical bar, according to the gravity of the beam and slab, the stress analysis of the horizontal member is carried out
Q: Bowl buckle scaffold construction needs to pay attention to what problems
Arrange training for the erection of timberman. ?Set up, when the demolition of the establishment of warning signs, assigned to monitor. ?Erection is completed, after acceptance of the listing.
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?
If the scaffold weight is uniformly distributed, each rope will support one half of the weight. Left reaction = 95N Right reaction = 95N The 710N worker is standing closer to one end (assume left). Sum moments about the left end = 0 1m * 710N - 3.3m * Right reaction = 0 Right reaction = 710/3.3 = 215.2N Sum forces in Vertical direction = 0 Left reaction = 710 - 215.2 = 494.8N Sum all forces Left reaction = 95N + 494.8N = 589.8N larger tension force Right reaction = 95N + 215.2N = 310.2N smaller tension force

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