• Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM System 1
  • Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM System 2
  • Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM System 3
Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM

Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
50 m.t.
Supply Capability:
30000 m.t./month

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  • Quick Details of Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm

  • Material :Q235 carbon steel

  • Surface treatment :Hot dip galvanized

  • Length :600MM/900MM

  • Thickness :2.4MM/2.5MM/2.75MM/3.0MM/3.25MM


  • Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM

  • Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm CNBM

    Descriptions of Ringlock System Tri-angle Bracket with Rosete 48*3.2*900mm

The ringlock Scaffolding and ringlock support system are popularly used in building construction, outside form, cast - in - situ beam, formworks support, canopy frame, bridge & tunnel, stage construction applications and welcomed by building construction companies, construction & decoration companies, leasing companies, media & advertising companies and other users。

Our patented Ringlock Scaffolding and Ringlock support system with surface galvanizing process provided the buyers with higher safety & benefits. Annual output: 7000 tons.

The strong  ringlock scaffold system is with 2~3 times installation & dismantling efficiency higher than the cuplock scaffolding system, but only with half steel usage and 75% investment cost.

Our low cost & high benefits Ringlock Scaffolding System with hot dip galvanized surface treatment are easy to installation & disassembly.

Our Ringlock Scaffolding and Ringlock support system with 200 KN high loading bearing capacity are buyers’ safe & professional choice.

Patented R&D and production single personal installation with a hammer only. Greatly saved the steel usages compared to steel tube with couplers.




Details of Tri-angle Brackets

  • FAQ

  • 1. What is considerations of Scaffolding installation?

  • There must be a fire protection measures and specialist care, safety personnel patrol inspection when electricity, gas welding work on the scaffold,

  • (1) scaffold frontage hurtful to prevent falling objects protection is required.

  • (2) During take down the scaffolding, fencing and warning signs should be set up on the ground, prohibit others person besides the operator

  • 2.What are the certifications of your products?

  • Certified by SGS, BS1139, EN74, Local Test Report.

  • 3. How long is the warranty period for your product?

  • Our products warranty is 2 years.

Q: Scaffolding installation and precautions?
When the structural layer is attached to the wall, the wall column, the vertical horizontal rod and the transverse horizontal rod are set up immediately after the erection of the structure.5, closed with a step horizontal bar frame must turn around the hands all around the circle, with a right angle fastener and the inner and outer post fixed.6, the horizontal horizontal pole of the double row scaffold should not be greater than 100mm from the wall to the wall.7, when the scaffolding operation of the wall of the two steps, should take temporary stability measures, even after the wall pieces can be removed before the erection.
Q: i have my nose pierced and am thinking about getting a scaffold cartilage piercing, but am affraid because your cartilage is so tough! and i know it depends on the person when it comes to pain, but just compairing it to a nose piercing? (when i got my nose pierced i cried, but once they finished piercing it, i wasn't in anymore pain)
ive just had scaffolding done, and it was quite painful, far more painful than i was told. they just stab through your ear with a needle, but i didn't think it was that bad. not as bad as getting your nose done. but it was very sore and painful to touch for days after. hope this helps :) X
Q: Write a scaffold method for 743,425 divided by 365EASY 10 points
use a calculator you punk, nobody writes out division anymore, grab your ti-84 and type it out... there's your scaffold method jerk.
Q: Fastener type steel pipe scaffold composed of components
Fastener type steel pipe scaffold components are mainly shelf
Q: What are the requirements for the sampling inspection of scaffolding?
Inspection and acceptance of cantilever scaffold1 after the erection of the cantilever support, the scaffold is erected;2 before loading on the work layer;3 after each set of 10m height;4 after reaching the design height;5 in the case of more than six winds and heavy rain;6 use more than a month.Cantilever scaffold inspection document1 special construction plan and design documents;2 safety technical disclosure;3 the provisions of appendix D, table D.1.
Q: i just need to know the age limit with parental permission?
I'm pretty sure it's 16-17 with parental permission. I suggest looking up some of the shops in your area and seeing what they say. There usually isn't a set rule for it, every shop is different. Like some shops may refuse seeing, say, a 14 year old, whereas another shop might do it with the parent's permission. Then of course, once you hit 18, you can do whatever you want, lol.
Q: Is it easier to build a disc scaffolding system than a bowl buckle scaffold?
. The utility model is mainly used for a light frame and a background frame of a large-scale concert Disc type multifunctional scaffolding, after the bowl buckle scaffold after the upgrading of products. The socket diameter of 133mm scaffold, 10mm thick disc, 8 hole disc, adopting 48*3.5mm, Q345B pipe master component, the vertical rod is in the pipe length of every 0.60m welding on a disc, rail connection using this novel and beautiful disc, the bottom with the connecting sleeve. The cross bar is made of a plug with a plug welded on both ends of the steel pipe.
Q: Topic?Scaffolding construction program how to doSpecial construction scheme
6, the vertical bar is arranged, it is necessary to consider the distance between the horizontal bar. The general spacing should not be greater than 1.5 meters (through the calculation of the pressure bar instability spacing);7, pay attention to the level of the rod near the ground and the top of the surface must have a rod (some people do not think this is necessary, but often up and down instability is difficult to insurance);8, the longitudinal brace configuration, with full support from top to bottom bracing will cross 45 degrees continuous configuration, intermediate cannot disconnect (i.e. a brace from the top to the ground, the middle long); brace configuration based on experience, but also can be calculated (using coplanar force system, theoretical mechanics learned);9, lateral bracing configuration, the same as the vertical;10, considering the load loading calculation of concrete three days is enough, if the concrete two times, loading unnecessary all add up, because the first pouring concrete general solidification, not the calculation of the load, favorable.
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.

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