Heavy duty cuplock type construction scafoldings

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Loading Port:: Tianjin

Payment Terms:: TT OR LC

Min Order Qty:: 1000 kg

Supply Capability:: 1000 kg/month

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Feature

1. Cuplock scaffolding system has high flexibility and high loading capacity. And it is mainly used to build bridges, tunnels, metro stations, and etc.

2. Cuplock scffolding is made by Q235 steel which is strong and durable.

3. A complete cuplock scaffolding system includes standards, ledgers, or diagonal braces.

4. The accessories of cuplock scaffolding system are cantilever bracket, side bracket, ladder bracket, ladder, intermediate, and etc.
5. One standard is welded an up cup and a bottom cup in every 500mm to join ledgers at different
heights.
6. One ledger is welded a ledger blade on both ends.

Specification

Item Name	Cuplock Scaffolding
Brand Name	Queen
Raw Material	Q235 /Q345steel Grade
Components	Standard.Ledger .Diagonal brace. Top/Bottop Cup/ Ledge Blade
Surface finish	Electric Galvanized/HDG/Powder coated
Size	Pipe size:48.3mm
Size	Thickness:3.25mm
Usage	Widely used in Bridge .Tunnel.Peterifaction.Shipbuilding .railway,Airport. Dock Industry and Civil Building
Packing	By Steel pallet or bulk
Standard	48.33.25500mm	3.5kg
	48.33.251000mm	5.6kg
	48.33.251300mm	8.0kg
	48.33.251500mm	8.75kg
	48.33.251800mm	10.6kg
	48.33.252000mm	11.4kg
	48.33.252500mm	14.0kg
	48.33.253000mm	16.70kg
	8.33.254000mm	20.36kg
Ledger	48.33.25650mm	2.54kg
	48.33.25914mm	3.6kg
	48.33.251065mm	4.10kg
	48.33.251150mm	4.7kg
	48.33.251570mm	5.76kg
	48.33.251829mm	6.62kg
	48.33.252130mm	7.62kg
	48.33.252438mm	8.24kg
	48.33.253050mm	10.68kg
Diagonal brace	48.33.25915mm	3.4kg
	48.33.251150mm	4.04kg
	48.33.251572mm	5.34kg
	48.33.251829mm	6.13kg
	48.33.252130mm	7.06kg
	48.33.252438mm	8.01kg
	48.33.253050mm	9.90kg
Steel Plank	210451.2*1000/2000/3000/4000
Steel Plank	250501.2*1000/2000/3000/4000
Screw jack base	384.0500mm	3.35kg
	384.0600mm	3.65kg
	484.0600mm	4.4kg
	35*500mm	4.5kg

Q: In the U.S.I live in Illinois as well so... yeah :DThank you!: Location Pierced through from the top rim and coming out on the side rim Procedure can be pierced as two separate piercings and then a long barbell fitted when healed , though more successful and comfortable when pierced straight through initially , the barbell then fitting comfortably as guaranteed to line up exactly This can be multiple pierced with barbells sitting parallel to each other, or designed to sit diagonally forming a cross as well as even being placed vertically from Helix to the lobe. These are only possible where the main cartilage shape of the ear does not protrude preventing a straight passage for the jewellery to sit comfortably. Procedure Needle piercing Complications As there are two piercings and each has the potential to swell a barbell at least 4mm larger than the ear is required to allow for swelling

Q: How to calculate the double wall scaffolding: The adjustment coefficient of the bearing capacity of the foundation: KC = 0.400;The average pressure of the bottom of the vertical rod foundation, P = N/A =84.900 kN/m2;Among them, the superstructure to the top surface of the axial force design value: N = 7.641 kN;Basal area (M2):A = 0.090 m2.P=84.900 = fg=200.000 kN/m2. Calculation of bearing capacity of foundation!

Q: Method for inspection of foot hand frame fittings: Or "low pressure fluid delivery welded steel pipe" GBT 3092

Q: Do the external wall decoration (from the top down to do) scaffolding is to wait until after the completion of the indoor and outdoor decoration before the demolition?If the first interior decoration, can make a layer of a layer of it is to remove all the work finished I mean I finished all the interior decoration, wall decoration only, then I do a wall decoration on the demolition of a layer of scaffolding, this site useful no: The relevant provisions of the demolition of the external wall scaffold:First, the removal of scaffolding before the accurate preparation work should meet the following requirements:1, should be a comprehensive inspection of the scaffold fastener connection, even wall pieces, support system, etc. are in line with the requirements of the structure;2, should be based on the results of the inspection to improve the construction organization design of the demolition order and measures, approved by the competent authorities before the implementation;3, should remove the scaffolding on the debris and ground obstacles.

Q: Also what 2 cell populations in the body that don't routinely undergo cell division: The first one is vague. The answer could be the mitotic spindle. It might be kinetochore microtubules. It might be talking about the kinetchores on the chromosomes instead of the microtubules that attach to the kinetochores. It could possibly even be talking about the centromeres, though to me that seems less likely. Neurons in the adult brain (and mature muscle cells?) do not routinely undergo cell division.

Q: The outer hanging scaffold board 12 embedded parts embedded in the crack?: The outer hanging scaffold board 12 embedded parts embedded in the crack, because the outer hanging scaffold embedded generally should be buried in the beam, and checking of the beam.

Q: How many time was Hester Prynne on the scaffold? why was she on it each time? What about the time when pearl and dimmesdale was on it with her? HELP!!!: Hester Prynne On The Scaffold

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: how did they turn the cells into a polymer for the heart scaffold ?: May have misunderstood. The heart is gently stripped of cells by using a detergent - this leaves the extracelllular matrix - a polymer of collagen - inert and insoluble. New cells (stem cells) will then be added to the structure to repopulate it with living heart muscle which gain coordination and structure from the matrix.

Q: The scaffold weighs 204 N and is 3.10 m long. What is the force each rope exerts on the scaffold when the 665 N worker stands 1.00 m from one end of the scaffold? N (smaller force) N (larger force): Sum moments left side...(assume worker 1m from left) Right rope = 316.516 Sum vertical.... Left rope = 552.484

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