En12810 Construction Platform Steel Scaffolding System CNBM

En12810 Construction Platform Steel Scaffolding System CNBM System 1

En12810 Construction Platform Steel Scaffolding System 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 En12810 Construction Platform Steel Scaffolding System
Type:High Building
Material:Steel
Lapping Form:Full Scaffolding
Framework:Combined Scaffolding
Supporting Mode:Wall Hanging Scaffolding
Erection Position:External Scaffolding
Scaffolding Part Type:Scaffolding Platform
Move Method:Horizontal mobile Scaffolding
Structural Style:Tower Scaffolding
Surface Treatment:Hot DIP Galvanized, Galvanized, DIP Painted
Certificate:En12810, SGS Test Report for Loading Capacity
Color:Silver, Dark Red, Orange
Production Capability:100 Tons Per Week
Delivery Time:About 20-30 Days After Confirmation
Export Markets:Global
Descriptions of En12810 Construction Platform Steel Scaffolding System
1. Standard:
    3000mm, 2500mm, 2000mm, 1500mm, 1000mm, 500mm.
2. Ledger:
    3000mm, 2000mm, 1780mm, 1500mm, 1000mm, 500mm.
3. Diagonal brace:
    3000x2000mm, 1780x2000mm, 1000x1500mm, 1000x2000mm, 1500x2000mm.
4. Tube specification:
    Φ 48.3x4.0mm, φ 48.0 x3.25mm, φ 48.0 x3.0mm.
5. Surface Finish:
    Hot DIP Galv. Electric Galv.Powder coating, Dip Painting.
6. Material:
    Q235, Q345
7. Certificate:
    EN12810,SGS test report for loading capacity.

The Parts of En12810 Construction Platform Steel Scaffolding System

DESCRIPTION	MATERIAL	QTY. (PCS)	W. T. (KG/PC)	SURFACE
3.00m standard	Q345 48.3*3.2mm	1.00	15.3	Hot-dipped Galvanized
2.50m standard	Q345 48.3*3.2mm	1.00	12.9	Hot-dipped Galvanized
2.00m standard	Q345 48.3*3.2mm	1.00	10.5	Hot-dipped Galvanized
1.50m standard	Q345 48.3*3.2mm	1.00	8.1	Hot-dipped Galvanized
1.00m standard	Q345 48.3*3.2mm	1.00	5.7	Hot-dipped Galvanized
0.50m standard	Q345 48.3*3.2mm	1.00	3.3	Hot-dipped Galvanized
2.00m ledger	Q345 48.3*2.5mm	1.00	6.8	Hot-dipped Galvanized
1.80m ledger	Q345 48.3*2.5mm	1.00	6.2	Hot-dipped Galvanized
1.50m ledger	Q345 48.3*2.5mm	1.00	5.3	Hot-dipped Galvanized
1.20m ledger	Q345 48.3*2.5mm	1.00	4.4	Hot-dipped Galvanized
0.90m ledger	Q345 48.3*2.5mm	1.00	3.5	Hot-dipped Galvanized
0.60m ledger	Q345 48.3*2.5mm	1.00	2.6	Hot-dipped Galvanized
2.00*2.00m brace	Q235 33.5*2.3mm	1.00	7	Hot-dipped Galvanized
1.80*2.00m brace	Q235 33.5*2.3mm	1.00	6.7	Hot-dipped Galvanized
1.50*2.00m brace	Q235 33.5*2.3mm	1.00	6.4	Hot-dipped Galvanized
1.20*2.00m brace	Q235 33.5*2.3mm	1.00	6.1	Hot-dipped Galvanized
2.00*1.50m brace	Q235 33.5*2.3mm	1.00	6.3	Hot-dipped Galvanized
1.80*1.50m brace	Q235 33.5*2.3mm	1.00	6	Hot-dipped Galvanized
1.50*1.50m brace	Q235 33.5*2.3mm	1.00	5.6	Hot-dipped Galvanized
1.20*1.50m brace	Q235 33.5*2.3mm	1.00	5.2	Hot-dipped Galvanized
0.90*1.50m brace	Q235 33.5*2.3mm	1.00	4.9	Hot-dipped Galvanized
0.60*1.50m brace	Q235 33.5*2.3mm	1.00	4.7	Hot-dipped Galvanized
2.00*1.00m brace	Q235 33.5*2.3mm	1.00	5.8	Hot-dipped Galvanized
1.80*1.00m brace	Q235 33.5*2.3mm	1.00	5.4	Hot-dipped Galvanized
1.50*1.00m brace	Q235 33.5*2.3mm	1.00	4.9	Hot-dipped Galvanized
1.20*1.00m brace	Q235 33.5*2.3mm	1.00	4.5	Hot-dipped Galvanized
0.90*1.00m brace	Q235 33.5*2.3mm	1.00	4.1	Hot-dipped Galvanized
0.60*1.00m brace	Q235 33.5*2.3mm	1.00	3.8	Hot-dipped Galvanized
2.00*2.00m brace	Q345 48.3*2.5mm	1.00	10.2	Hot-dipped Galvanized
1.80*2.00m brace	Q345 48.3*2.5mm	1.00	9.8	Hot-dipped Galvanized
1.50*2.00m brace	Q345 48.3*2.5mm	1.00	9.2	Hot-dipped Galvanized
1.20*2.00m brace	Q345 48.3*2.5mm	1.00	8.8	Hot-dipped Galvanized
2.00*1.50m brace	Q345 48.3*2.5mm	1.00	9.1	Hot-dipped Galvanized
1.80*1.50m brace	Q345 48.3*2.5mm	1.00	8.7	Hot-dipped Galvanized
1.50*1.50m brace	Q345 48.3*2.5mm	1.00	8	Hot-dipped Galvanized
1.20*1.50m brace	Q345 48.3*2.5mm	1.00	7.4	Hot-dipped Galvanized
0.90*1.50m brace	Q345 48.3*2.5mm	1.00	7	Hot-dipped Galvanized
0.60*1.50m brace	Q345 48.3*2.5mm	1.00	6.6	Hot-dipped Galvanized
2.00*1.00m brace	Q345 48.3*2.5mm	1.00	8.3	Hot-dipped Galvanized
1.80*1.00m brace	Q345 48.3*2.5mm	1.00	7.7	Hot-dipped Galvanized
1.50*1.00m brace	Q345 48.3*2.5mm	1.00	7	Hot-dipped Galvanized
1.20*1.00m brace	Q345 48.3*2.5mm	1.00	6.2	Hot-dipped Galvanized
0.9*1m brace	Q345 48.3*2.5mm	1.00	5.6	Hot-dipped Galvanized
0.6*1m brace	Q345 48.3*2.5mm	1.00	5.2	Hot-dipped Galvanized
0.88m board bracket	Q345 48.3*2.5mm	1.00	9.5	Hot-dipped Galvanized
0.60m base collar down	Q235 38.1*4.5mm	1.00	4.4	Hot-dipped Galvanized
0.60m base collar up	Q235 38.1*4.5mm	1.00	5.2	Hot-dipped Galvanized
0.24*2.00m Plank	DX51D-Z80	1.00	8.2	Hot-dipped Galvanized
0.24*1.80m Plank	DX51D-Z80	1.00	7.5	Hot-dipped Galvanized
0.24*1.50m Plank	DX51D-Z80	1.00	6.5	Hot-dipped Galvanized
0.24*1.20m Plank	DX51D-Z80	1.00	5.5	Hot-dipped Galvanized
0.24*0.90m Plank	DX51D-Z80	1.00	4.5	Hot-dipped Galvanized
0.50*2.00m Plank	DX51D-Z80	1.00	15.3	Hot-dipped Galvanized
0.50*1.80m Plank	DX51D-Z80	1.00	14	Hot-dipped Galvanized
0.50*1.50m Plank	DX51D-Z80	1.00	11.9	Hot-dipped Galvanized
0.50*1.20m Plank	DX51D-Z80	1.00	9.9	Hot-dipped Galvanized
0.50*0.90m Plank	DX51D-Z80	1.00	7.9	Hot-dipped Galvanized

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: Please help me in building professional people (scaffolding): Ordinary scaffolding is a variety of length of steel pipe and direct, cross buckle, three kinds of fastenerClimbing scaffolding is the use of steel or steel beams to do the platform, and above the same as ordinary scaffolding

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: 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: For the current stage of China's construction should not strengthen the specific meaning of scaffolding and support by way of the scaffolding and support the specific distinction and significance: The scaffold is outside the frame, it is characterized by relatively large height, shape, wind load and gravity load is; while the template bracket shape because the concrete component varies, the total height, gravity load, improper placement to lose stability, no need to calculate the wind load, etc..

Q: A scaffold is constructed by placing two supports under a 13 ft, 9 in (a) board weighing 84 lbs. The supports are each 2 ft, 8 in (b) from their respective ends. Two painters stand on the board; one weighs 158 lbs and stands 4 ft, 11 in (c) from the left end of the board. Where must the 222 lbs painter stand so that each support carries the same weight? (express your distance in feet from the right end of the board (d).)please help!! thanks(:: Total weight = 222 + 158 + 84 = 464 lb So, each support must carry 232 lbs Working in inches: Take moment about Right hand end Board is assumed to be uniform - CG is at the center (232 x 32) + (232 x 133) = (158 x 106) + ( 84 x 82.5 ) +(222 x d)7424 + 30856 = 16748 + 6930 + 222d 222d = 14602 d = 65.77 inches Distance of 222 lb painter should be 5ft 5.77inches from Right end

Q: there is also shrubs and trees planted on the base of the wall and 14 feet from it: A little late to be asking that question if you already have the contract, isn't it?

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: If it gets worse you should swear loudly at yourself for being so stupid.

Q: i am getting my industrial (scaffold) pierced on one ear and i want my cartilage on the other ear, how long do i have to wait between them? What are pros and cons for industrial (scaffold)? what are risks and stuff and how much is it? i want to get it so any information or anything i should know would be great thanks especially for industrial:): You can have both done in the same day if you can handle the pain and shock. Get the industrial done first, and if you still feel OK afterwords, you can get your other ear done by the same piercer. Talk to him/her and let them know what you want to do before you start. If you feel like you need to wait after the industrial, wait at least a day before getting the second piercing. It's all about what you can handle.

Q: I got my scaffolding approximately about 7 weeks ago maybe just a lil over, I want to know when is a good time to change the bar/take it out, I am keeping up with cleaning it 2 to 3 times a day with the saline solution, even though, it only requires to be cleaned 1-2 times a day to be fair though: Scaffold piercings, being two cartilage piercings connected by a single bar, take six months for initial healing and twelve months for a fully healed tunnel of flesh to be formed. Don't change it yet, I assure you, you will regret it. Just be patient, keep on cleaning, cleaning, salt-soaking.

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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