Scaffolding Formwork Steel plank

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Quick Details

Place of Origin:
Beijing China (Mainland)


Type:
Scaffolding Parts
Scaffolding Part Type:
Scaffolding Planks
Material:
Q235/Aluminum
Surface:
Hot dip galvanizing/paint
standards::
BS1139 and EN74
Size:
1830*400mm
Technique:
CO2 arc welded

Packaging & Delivery

Packaging Detail:Scaffolding Steel Plank is in bare package ,loading in container
Delivery Detail:10-20 days after receive your deposit

Specifications

1..Made of Q235 steel
2.Durable scaffold steel plank
3.Various types of planks
4.Dip painted metal scaffolding plan

  steel plank can replace timber or bamboo plank, construction workers can walk on that.There are many different sizes and materials of the steel plank, we can make that products according to the customer's requirements

1.Facilitated passage by two hooks2.Works with all styles of modular system3. do not absorb water or chemicals

We can supply all kinds of galvanized steel plank with hole and without hole


Name

Size

Unit Weight kg/piece

Quantity Pieces/40HQ

Steel Plank

210*45*1.2mm*4m

14.32

1600

Steel Plank

210*45*1.2mm*3m

10.74

2100

Steel Plank

210*45*1.2mm*2m

7.16

3200

Steel Plank

210*45*1.2mm*1m

3.59

6350

Steel Plank

240*45*1.2mm*4m

15.7

1440

Steel Plank

240*45*1.2mm*3m

11.85

1950

Steel Plank

240*45*1.2mm*2m

7.85

2875

Steel Plank

240*45*1.2mm*1m

3.93

5750

Steel Plank

250*50*1.2mm*4m

17.07

1260

Steel Plank

250*50*1.2mm*3m

12.81

1700

Steel Plank

250*50*1.2mm*2m

8.53

2520

Steel Plank

250*50*1.2mm*1m

4.76

5000



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Q:Is my scaffold peircing ok? x?
If it gets worse you should swear loudly at yourself for being so stupid.
Q:Question about ΣF=0 on a scaffolding (Mechanical Equilibrium)?
You are correct so long as the scaffolding is not allowed to move. I.e. the cables suspending it are locked and not unwinding from their spools as more workers get on. More weight added would necessarily increase the tension in this type of case. However, if, when another worker got on and the tension could not increase for what ever reason, a downward acceleration would take place that is proportional to the worker's weight. Hope that clears things up.
Q:Exterior wall scaffold construction plan?
Foundation treatment:Pit backfill every 30cm thick layer by ramming into vibration compaction, compaction by cutting ring sampling test, the bearing capacity of Rammed Soil reached 60270KN/m2. And then in the compacted soil C15 cast in situ concrete hardening, thickness 100mm. The foundation of all scaffolds must be smooth. On the basis of the base plate, the thickness of not less than 50mm, the layout must be smooth, shall not be suspended; and in the periphery of the scaffolding outside the vertical rod 50cm set up a shallow ditch drainage.
Q:Are there any biological examples of scaffolding in evolution?
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.
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:Said chrysanthemum disc scaffolding system, disc scaffolding system, wheel type scaffolding system, buckle scaffold, layher frame
Crossbar HG-30 3001.67HG-60 6002.82HG-90 9003.97HG-120 12005.12HG-150 15006.28
Q:When scaffolding is erected on the base of the permanent structural concrete
. Among them, the specification of the steel pipe is from 0.5m to 6m, and the fastener mainly has a rotating shaft, a cross and a joint fastener. Bowl buckle scaffold also uses Phi 48, 3.5 wall thickness steel
Q:How to calculate the double wall scaffolding
The adjustment coefficient of the bearing capacity of the foundation: KC = 0.400;The average pressure of the bottom of the vertical rod foundation, P = N/A =84.900 kN/m2;Among them, the superstructure to the top surface of the axial force design value: N = 7.641 kN;Basal area (M2):A = 0.090 m2.P=84.900 = fg=200.000 kN/m2. Calculation of bearing capacity of foundation!
Q:Scaffold climbing law?
OSHA says that you need guardrails, safety nets or a fall-arrest system if you're working or walking near an unprotected surface more than 6' above a lower level.
Q:Scaffold removal should comply with those requirements......
Demolition safety requirementsThe removal order should be 1 layers from the top down, at the same time no homework.2 remove the frame rods and connectors, springboard and other materials, should be used in rolling, prohibited throw down. The foot lever and remove the plate have been demolished, should be disposable.3 all the pieces of the wall should be removed from the scaffold layer by layer, it is strictly forbidden to take the whole or a few layers of the demolition of the wall and then dismantle the scaffolding; the demolition of the height difference should not be greater than two steps, such as the height difference is greater than the two step should be added to strengthen the wall.4 when the scaffolding removed to the lower part of the last long steel pipe height, according to the needs of the site in the appropriate position to take temporary support reinforcement, after the demolition of the wall.

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