Scaffolding System Accessories Cuplock Scaffoldings of Quality

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
35 m.t
Supply Capability:
10000 m.t/month

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Product Description:

Scaffolding System Accessories Cuplock Scaffoldings High Quality

Product pictures:

Scaffolding System Accessories Cuplock Scaffoldings of Quality

Scaffolding System Accessories Cuplock Scaffoldings of Quality


Product description:

Name:

Ringlock Scaffolding accessories

Category:

Scaffolding System

Material:

Steel (Q235/Q345)

Size:

D48*3.25mm, etc

Surface:

Electro Galvanized, Hot   Dipped Galvanized, Painted, Powder Coated

Component: 

Standard, Ledger, Diagonal   Brace, Bracket, Base Jack, U Head Jack, Etc.

Application:

Slab Support, Staircase,   Stage Plateforms, Bridge Support, Mobile Tower, etc.

Manufacturer:

OEM is Available

Items or goods can be   manufactured according to your standards.

Advantage

* Good loading capacity

* Easy to assemble and dismantle

* Excellent quality for formwork & scaffolding with wide choices

Other scaffolding & formwork products:

(1)   Scaffolding System

(2)   Scaffolding Frame & Accessories

(3)   Scaffolding Couplers/Clamps

(4)   Formwork System Scaffolding & Accessories

Company introduce and advantages:

1. A state-owned company, prestige first.
2. Six Sigma strategy , which means no more than 3.4 defects existing among one million of error
possibilities.
3. We are highly recognized by our business partners and clients all over the world and has obtained rapid
development under the spirit of win-win.

FAQ

Why Us?

We are one of the largest construction materials suppliers in China.

We own professional manufacturers with powerful producing capacity.

Extensive and comprehensive quality control system

Excellent products with competitive prices.

Efficient  services in pre and after sale.

Full energy with affluent experience team. 


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Q:Find the demolishing scheme of scaffold
Removal methodThe development of the demolition plan, the program should include the removal of the steps and methods, safety measures, etc.. Demolition order should be observed from top to bottom, the first after the demolition, after taking the first demolition principle. That is, first remove the railings, scaffolding, scissors support, diagonal bracing, and then small beams, large cross bars, vertical poles, etc., and according to the principle of one step clear in order to be prohibited from top to bottom at the same time the demolition work. Remove the shelf of the high-altitude personnel should wear safety helmet, safety belt, wear soft shoes on the shelf, at the same time, around the railing or set up a warning sign and a special command, in order to avoid casualties.
Q:Hester Prynne on the scaffold?
she was on it 3 times once as her punishment for adultery. then at night with pearl and dimmesdale when he was acknowledging his crime and then at the end to hear what is happening at the election or whatever it was. she was the only one up their (putting her at a higher level then the rest of society) and she was still there with dimmesdale when he died.
Q:Exterior wall scaffold construction plan?
Vertical pole:Double row scaffolding pole, pole top high eaves 1.5m structure. Single tube base for vertical rod bottom. The vertical rod joint is connected with a butt fastener, and the vertical rod and the large cross bar are connected by a right angle fastener. When the joint is staggered, the two adjacent column joints are avoided to be in the same span, and the distance between them is not less than 50cm; the distance between each joint center and the main node is not greater than 60cm.
Q:Questions about Scaffold (aka Industrial) piercings?
Ask how long they have been piercing and what certifications (if any) they carry, additionally verify close by regulations to ascertain if any are required. additionally ask how generally they spore verify their autoclave and while it grew to become into accomplished final time. Ask to ascertain a portfolio of HEALED piercings, exceptionally pictures of in spite of piercing you try to get.
Q:The basic form of external scaffolding
The limit pin of the upper bowl buckle and the upper bowl buckle is arranged on the steel pipe upright rod according to the 60cm distance, wherein the lower bowl buckle and the limit pin are directly welded on the vertical rod. When the utility model is assembled, the notch of the upper bowl buckle is aligned with the limiting pin, the cross rod joint is inserted into the lower bowl buckle, and the upper bowl buckle is pressed and rotated. Bowl buckle joints can be connected at the same time 4 bars, can be perpendicular to each other or deflect a certain angle.
Q:Fastener type steel pipe scaffold composed of components
Fastener type steel pipe scaffold, mainly by the cross bar, vertical pole, fasteners (commonly used is the rotation button, right angle button, connecting rod), foot board, etc.
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:How to calculate the fastener type steel pipe scaffold
1.1.2 provides for the temporary structure of the scaffolding structure, the structure of the importance coefficient of gamma 0 take 0.9. ?The scaffold structure design of 1.1.3 on reliability requirements, considering that there is no enough statistical data accumulated by the situation, determine the probability limit state design, should be consistent with our historical experience, if using a single coefficient method was designed, the single safety coefficient should be satisfied: the strength calculation of K1 = 1.5 the stability calculation; K2 = 2. To this end, in the calculation of the introduction of the material strength of the additional coefficient of gamma 'm' or resistance to the addition of partial coefficient gamma 'R, gamma' R= gamma 0 gamma 'm=0.9 gamma' m.
Q:Scaffolding steel planks with rubber end caps?
Maybe something like a window washers scafolding planks...?
Q:Latch type disc scaffolding accessories is a national patent product
Disk lock scaffolding called socket type Pankou scaffold.

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