Heavy Duty Prop 1.6M-2.7M HDG Q235 Steel Prop Standard EN1065 CNBM

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Quick Details of Heavy Duty Prop 1.6M-2.7M HDG Q235 Steel Prop Standard EN1065
Material :Q235 carbon steel
Surface treatment :painted/electro-galvanized/power-coating/hot dipped galvanized
Standard: EN1065
Thickness :1.6mm-3.0mm
Descriptions of Heavy Duty Prop 1.6M-2.7M HDG Q235 Steel Prop Standard EN1065

Our steel prop is a very Economical & practical & simple & easy installation bracing member with very high bearing capacity.
The steel props are very good vertical support suitable for various shaped slab formworks and popularly used in vertical structure support system. 4000 tons annual output.
Our steel prop used as a formwork is with very high bearing capacity.
Steel prop's vertical load capacity (within 4 meters length) can reach 10 KN.
Nuts are strictly manufactured according to national standard and with 10 tons load capacity.
Basic load capacity ≥15KN tested by national authorized organizations.
Shortening working hours & high efficiency
Firm structured props with high strength bearing capacity perfectly resisted the external shocks.
Galvanized prop surface process
Practical & Economical steel props make the buyers feel safe.

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: What are the advantages and disadvantages of the fastener type steel pipe scaffold and bowl buckle steel tube scaffold: (5) safe and reliable: the joint design, taking into account the upper bowl buckle spiral friction and self gravity, so that the connector has a reliable self-locking capacity. The load acting on the cross bar is transferred to the vertical rod through the lower bowl buckle, and the lower bowl buckle has a strong shearing force (the maximum is 199KN). Even if the upper bowl buckle is not pressed, the joint of the cross bar is not caused by an accident. At the same time equipped with a safety net support, inter bar, foot board, block board, ladder. Pick up the beam, wall support and other rod accessories, the use of safe and reliable.

Q: Cantilever scaffold technical disclosure: Steel pipe anti rust paint. Vertical rod and bar brush yellow rust proof paint, scissors and handrails with red and white tube brush. The maximum quality of each steel pipe shall not be greater than 25Kg. Steel pipe is strictly prohibited.

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: there is also shrubs and trees planted on the base of the wall and 14 feet from it: you should have thought about all this before you bid. Now it`s your problem

Q: According to the standard set up double scaffolding scaffolding to the number of meters per square meter: This is not necessarily the type you want to see the scaffold (open / closed) and set the height of the local wind.

Q: I had my scaffold done on friday, and it's still very sore and swollen. My boyfriend's accidentally caught it a couple of times but not badly and i was wondering if the pain and swelling is normal and if there's anything i can do for it. I've been cleaning it with savlon and have been careful with it x: u shud check f its swollen and if there is more painin go to the doctors

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: Bracket cast-in-place beam bracket must use bowl buckle scaffold, can not use fastener type scaffolding, there is no mandatory requirements, or specification file requirements!: No mandatory provisions.JGJ1622008 construction formwork safety technical specifications, is the latest specification

Q: Right! I've heard from so many different people about this. Some say that you should never twist an industrial because it can damage the delicate newly healing skin cells. Others say that you must twist it to prevent the jewelry from healing attached to the skin and to be able to clean it properly.There really doesn't seem to be a definitive answer!My piercer has said not to twist it, so I haven't been, and I'm happy that the piercing is clean enough, etc. However I'm interested in whether any of you out there have found that not twisting it can damage it more than doing so.Thanks: My piercer told me to move the bar up and down, not to twist it around. And now, it's a year and a few months later and I've never had any problems with mine. It healed perfectly.

Q: This is an answer to irreducible complexity. Are there any examples that we see in animals or organs? or on the cellular level? Are vestigial organs a form of quot;scaffoldingquot; that are in the process of being removed?: The classic demonstration was in the E. coli long term experiment. A strain gained the ability to metabolize citric acid after 31,500 generations. Culturing preserved strains from 15,000 and 20,000 generations showed that there was an event that occurred in between that enabled the later conversion to citrate metabolism.

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