• Climbing Frame JS-C300 Series for construction System 1
  • Climbing Frame JS-C300 Series for construction System 2
  • Climbing Frame JS-C300 Series for construction System 3
  • Climbing Frame JS-C300 Series for construction System 4
Climbing Frame JS-C300 Series for construction

Climbing Frame JS-C300 Series for construction

Ref Price:
get latest price
Loading Port:
China main port
Payment Terms:
TT OR LC
Min Order Qty:
1 m.t.
Supply Capability:
5000 m.t./month

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It takes cold-formed Rib-Grip jointing system to connect the tubes with aluminum cast joints. High strength tubing is hydraulically cold-formed to lock mechanically into pre-cast grooves outside and inside the heat-treated joints Aluminum fittings. This method of producing aluminum scaffolding components gives tensile joint strengths up to three times greater, than that of traditional welded types, and the national detected shows that the pulling-out force of jointing reaches to 4 ton.

 

Customers specification are accepted

Aluminum Tube:

specially used for cold-formed jointing system, AL5086

 

Models in JS-C300 Series

 

•  Climbing Frame of Single-width, Heavy-duty (360kg) (794 lbs):

    JS-C300-2SH, JS-CH300-2.5SH

•  Climbing Frame of Single-width, Medium-duty(270kg) (595 lbs):

    JS-C300-2SM, JS-CM300-2.5SM

•  Climbing Frame of Single-width, Light-duty (200kg) (441 lbs):

   JS-CL300-2SL, JS-CL300-2.5SL

 

Features

• BS EN 1004-3-8/12-D;Industrial Strength Tower Class 3 Loading 2kn/m2

• Designed for ascending vertically by side rung, working platform can be assembled in

any rung with rung spacing of 300mm.

• casting available in A380 for die-casting and ZL111 for casting processing techniques

• Easy and convenient to pass through the standard doors and walkways.    

• Light-weight, high tensile, trouble-free assembly, safe, durable and cost-effective

 

Technical Data of Climbing Frame JS-C300 Series

L×W×PH

Working Height (m)

Tower Height (m)

Platform Height (m)

2m/2.5m× 0.678m × 2m (up to 8m)

4

6

8

10

3

5

7

9

2

4

6

8

Loading Capacity

Maximum uniformly distributed load capacity available in 200kg, 270kg and 360kg for platform and 400kg, 540kg and 700kg for the whole tower (not including the self weight and ballast).

 

Q: In the U.S.I live in Illinois as well so... yeah :DThank you!
I paid around $55 +tip for mine but it varies from place to place...just call the place you plan on going to and ask them how much they charge.
Q: How to calculate the double wall scaffolding
Calculation of bearing capacity of foundation:The average pressure of the bottom of the vertical rod foundation should meet the requirements of the formulaP = FGDesign value of foundation bearing capacity:FG = fgk x Kc = 200 kN/m2;
Q: Room 29 meters outside the wall of the two rows of steel pipe scaffolding installation, demolition, joint protection measures in Wuhan, the price per square is how much money? A friend to help refer to Kazakhstan
When the double row scaffolding longitudinal distance 1.5m, horizontal distance 1.2m, step 1.8m, as per 100 square meters of double row scaffolding rod parts
Q: Scaffold removal should comply with those requirements......
Demolition safety requirementsThe removal order should be 1 layers from the top down, at the same time no homework.2 remove the frame rods and connectors, springboard and other materials, should be used in rolling, prohibited throw down. The foot lever and remove the plate have been demolished, should be disposable.3 all the pieces of the wall should be removed from the scaffold layer by layer, it is strictly forbidden to take the whole or a few layers of the demolition of the wall and then dismantle the scaffolding; the demolition of the height difference should not be greater than two steps, such as the height difference is greater than the two step should be added to strengthen the wall.4 when the scaffolding removed to the lower part of the last long steel pipe height, according to the needs of the site in the appropriate position to take temporary support reinforcement, after the demolition of the wall.
Q: how long should i leave it before i change it, should i do it myself or go to the piercer to they can do it?and is it still normal for the pericing to hurt after quite a while of having it done?
Hi :) You can change it after 4 months usually But sometimes it can take up to a year It depends on the person , everybody's body heals differently You should go back to your piercer and ask if it's healed enough to change the jewellery Yep , it's normal A scaffold piercing goes through the cartilage and cartilage piercings can take up to a year to fully heal :)
Q: what is the height of a scaffold if the person is 6ft tall?
Whatever they set it at. It could be 1 foot, 4 feet, or 20 feet. How tall a person is, is irrelevant.
Q: Are the terms quot;nuclear matrixquot; and quot;nuclear scaffoldquot; interchangeable? I know that when we talk about DNA compaction we say that MARs on the DNA attach to the nuclear scaffold. I am wondering if the scaffold is just a specific part of the matrix??
For most purposes, they are interchangeable terms for the same things. Some people favor one term, some the other. The ones who favor matrix over scaffold or vice versa may have some argument as to why it is better or a difference but in general people use them interchangeably.
Q: A 520 kg box sits 1.4 m from the left end. What is the tension in the right hand side wire? (g = 9.8 m/s2) ____________ Newtons
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: What is the rental price of the mobile scaffolding and accessories now? How to rent a law?
As for the specific rent is not easy to say, because each scaffolding rental companies may have some differences
Q: Rather than buy tensile steel rods to reinforce concrete I wonder whether I can effectively recycle scaffold tubes that are presently on my roof.
You can, but I can think of two reasons why it might be unwise. Firstly, reinforcing bars are ribbed to provide a key between the concrete and the steel, whereas scaffolding bars are much smoother. This leads me to believe that scaffolding bars, weight for weight, wouldn't be as effective as reinforcement bars and you wouldn't have as much reinforcing action as you think. In extremis, you could end up with an under-reinforced concrete beam which will be brittle - reinforced concrete is usually deliberately slightly over-reinforced so that the behaviour close to failure is ductile, as it gives you time to run away. Secondly, scaffolding bars are hollow and reinforcement bars are solid. In reinforced concrete, the alkalinity of the cement paste helps to protect the reinforcement from corrosion - the reason for specifying a minimum cover - but the inside of your scaffolding bars would not benefit from this and so I'd worry about the risk of shortened life due to rusting from the inner face. At least when reinforcement bars rust they tends to spall the concrete cover off, which you see happening.

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