Italian Q235 Steel Prop 2.0M-4.0M Standard EN1065 CNBM
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- Loading Port:
- Tianjin
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 5000 pc
- Supply Capability:
- 30000000 pc/month
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Quick Details of Italian Q235 Steel Prop 2.0M-4.0M 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 Italian Q235 Steel Prop 2.0M-4.0M 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: Standard for inspection of portal scaffolding
- 1.4 willow nails shall be made of ML2 steel specified in GB 715. All accord with the 1.5 electrode should be used in GB 5117 series E43 electrode. Comply with the 2 basic requirements: qualified 2.1 door frame and accessories in different combination conditions, shall be accorded with the inspection results are summarized in table NO:2008JW1658 inspection project and standard units of measurement test results 1# 2# single determine connectivity and interchangeability. When the 2.2 cross support, the connecting rod and other accessories are connected with the door frame, the utility model is in conformity with the retreat mechanism which is used to prevent the exit. When the connecting rod is used with the lock arm, the connecting rod is not limited by the limit. The 2.3 level frame, and the door frame scaffolding should prevent off the hooks, are in line with the fastening mechanism of the fall.
- Q: What issues need to pay attention to the construction of high-level scaffolding
- Tool type scaffolding (such as door frame, bridge frame, hanging basket, receiving table) in the removal of the need to stop the maintenance and timely maintenance, and supporting storage.
- Q: I plan to have a scaffolding or industrial piercing soon, but don't know where to go.Any suggestions and could you include the prices?x
- Cost depends on the studio. It ranges from 20 to 45 pounds for each piercing, most common price is 25 pounds for each piercing, high quality titanium or stainless steel jewelry included. The industrial is 2 piercings in one so : 25 + 25 = 50 pounds, jewelry included.
- Q: Can you identify Scaffold Grade Aluminum tubing by looking at it.?
- The grade or type of Aluminum Alloy materials can not be identified visually because they are almost all the same in appearance. Normally these materials are marked with there Alloy number or designation like, 6061- T6, at certain intervals so that users can distinguish them.
- Q: I got my scaffold piercing 6 days ago, with titanium, and it was fine until yesterday.I had a couple of nights out and might have knocked it a few times, but yesterday it was swollen, red, throbbing and very painful. There is no liquid coming from it. It seems to have got worse today.I have been following the aftercare advice and cleaning it several times a day with rock salt solution and (up until yesterday) savlon antiseptic spray. Is it just irritated or is it infected? How long should I wait before I go to the doctor? If it is infected, will I have to take it out or just take antibiotics?Thanks!
- it sounds like it's just irritated, if it's infected it will be secreting puss. Have you tried to soak it in the rock salt solution? Soak two cotton balls and put one on each side on the piercing and keep it there for 10 minutes a day. And make sure the antiseptic spray has zero alcohol in it because that can irritate it and prolong healing. Try this for a few days and if it's not getting better then go see your doctor.
- Q: Can anyone give a very brief description on all three scaffold scenes in The Scarlet Letter?
- oh dang u have to read that story too ! man i had to read it and watch the movie ! so boring. What grade are u in ?
- Q: I really want to get one done and I would like it if someone could tell me how badly does it really hurt? During and after. I know everybody has different pain thresholds but on average? I'm just nervous to get it done but really want another piercing on my ears. I have my lobes and a cartilage on my right ear. How easy is it to clean? rate in numbers as well as a description. Thanks.
- When I got my industrial, it hurt more after wards. During the first week, it was a pain to sleep. Just make sure you clean it twice a day so it doesn't get infected.
- 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: He pushes a can over the scaffold at 15 meters and it takes 3.25 seconds for it to land.I keep doing the problem over and over. the Correct answer is 20.5 m/s, however I keep arriving to the solution of 17 m/s. I solved it by doing Vf^2 = Vi^2 + 2adwhere the initial velocity is zero and the acceleration is -g. I made my coordinate system so that down is negative in which the distance will be negative. This however, did not give me the correct answer. Am I right or is the book right?
- The initial velocity is not zero since the scaffold is moving upward when the can gets pushed over. And final velocity, vf, does not represent the speed of the scaffold (if that is what you're trying to solve). y = (vo)(t) - (1/2)gt? 15 m = (vo)(3.25 s) - (1/2)(9.81 m/s?)(3.25 s)? vo = +20.5 m/s
- 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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Italian Q235 Steel Prop 2.0M-4.0M Standard EN1065 CNBM
- Ref Price:
-
- Loading Port:
- Tianjin
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 5000 pc
- Supply Capability:
- 30000000 pc/month
OKorder Service Pledge
OKorder Financial Service
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