Push-pull Steel Prop 2.5M-4.5M Q235 Steel Prop 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 Push-pull Steel Prop 2.5M-4.5M 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 Push-pull Steel Prop 2.5M-4.5M 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 requirements for the construction of the scaffold eye in the building?
- Optimistic, the most comprehensive!5.2.5 scaffold EngineeringA. accessories(1) selection and calculation basis of structural parts
- Q: i already found the force in rope 2 but im not getting the force in rope 1.
- difficult situation. search in google or bing. that could actually help!
- Q: i had it done 2/3 months ago, it was fine at first but now on each end i have two lumps on my ear:S there relitavely smal...the size of like a really tiny pea.there really painfull and sore and quite red and sometimes they scab over with yellowy crust [yes i know sounds disguisting]im just a bit worried that its gone all weird or are these normal? am i cleaning it right?
- I had the same situation occur when I got my scaffold/industrial done. I wouldn't be too concerned. The lumps are called hypertrophic scars, and supposedly they are pretty common and are caused by overcleaning, harsh products, or (as I think was my case) general irritation from the jewelry moving repeatedly back and forth through the piercing or being bumped around or rubbed/touched. Mine lasted quite a long time. Try leaving your piercing alone for a couple of days. Then salt water solutions or compresses are supposed to help the lumps to heal, and I also used tea tree oil and neosporine intermittently. Hot compresses like a heated washcloth applied to the area help to reduce the lumps, as well. Sometimes it's recommended to try another type of jewelry, like titanium, or switch temporarily to two separate bars. You might also try finding a really gentle cleanser/soap. I just kept my original piercing, using the above techniques off and on, and after months of the lumps remaining red and sore, they just went away totally. Just keep your eye out for any pussing (hypertrophic scars ooze, but they don't usually pus), increased swelling, and the area feeling very hot- these are signs of infectiona nd you should see your doc right away. Good luck! :)
- Q: What are the dangers of scaffolding
- (5) the improper operation of the accident collision accident, etc.)Analysis of the main reasons two accidents:1) whole frame dumping, vertical collapse or local collapse frameStructural defects: the structure of the lack of the necessary structural members, not in accordance with the provisions of the number and requirements of the erection of the wall, etc.;In the process of using the arbitrary demolition essential bars and even wall pieces etc.;
- Q: Do the external wall decoration (from the top down to do) scaffolding is to wait until after the completion of the indoor and outdoor decoration before the demolition?If the first interior decoration, can make a layer of a layer of it is to remove all the work finished I mean I finished all the interior decoration, wall decoration only, then I do a wall decoration on the demolition of a layer of scaffolding, this site useful no
- Two, removal of scaffolding, should meet the following requirements:1, the demolition work must be from top to bottom layer by layer, prohibited from top to bottom operation at the same time;2, even the wall must be removed with the scaffolding layer by layer, is strictly prohibited even after the first wall or a few layers of the demolition of the demolition of the scaffolding; demolition of the height difference should not be greater than 2 steps, such as the height difference is greater than the step, should be added to strengthen the wall;3, when the scaffolding down to the bottom of a long rod height (about 6.5m), should be in the appropriate position to set up temporary support reinforcement, and then dismantle the wall;4, when the scaffolding to take the sub section, the demolition of the sub elevation, the demolition of the scaffold should not be removed at both ends, should be added to the wall and lateral oblique reinforcement.
- 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: Cantilever beam type scaffolding can not exceed the maximum number of not married
- An overhanging canopy should be the pillars of the non overhanging balcony canopy may be concave balcony, may also be the pillars of support (pretty much before the home house) pick style balcony canopy should be the cantilevered balcony canopy is not that direct pick out in the post
- 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: What are the common rules for calculating the amount of scaffolding works
- The calculation of masonry construction height within 1.35 ~ 3.6m according to the calculation in the scaffold; scaffold height above 3.6m, the independent brick columns are less than 3.6m in height according to the circumference of the core column is built by scaffolding in height according to the calculation; at an altitude of 3.6m and above at the circumference of the core column is built by 3.6m and calculated by single row height scaffolding.
- Q: The construction scheme of high rise and external cantilever scaffold!
- (2): Fastener fastener should comply with the "steel pipe scaffolding fasteners" (GB15831 1995). The provisions of fastener can't crack, porosity, trachoma and other casting defects. Surface fastener and steel tube to contact good fastener clamping steel pipe, the minimum distance of the opening should be less than 5mm.(3) the foot board; steel foot plate generally with thick 2mm steel plate, and the table has a uniform distribution of anti slip hole, board length 2~4m, width 250mm of fir or pine, board length 3~6m, width not less than 150mm.
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Push-pull Steel Prop 2.5M-4.5M Q235 Steel Prop 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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