• HDG Construction Cup Lock Scaffolding System for Sale CNBM System 1
  • HDG Construction Cup Lock Scaffolding System for Sale CNBM System 2
  • HDG Construction Cup Lock Scaffolding System for Sale CNBM System 3
HDG Construction Cup Lock Scaffolding System for Sale CNBM

HDG Construction Cup Lock Scaffolding System for Sale 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 HDG Construction Cup Lock Scaffolding System for Sale 

  • NameCuplock Scaffold System
    SizeMany sizes or as your request
    Main MaterialQ235/345 Steel
    Surface TreatmentHigh Protected Painted, Powder Coating, Electric Gavenized, Hot Dip Gavenized.
    ColorSilver, Orange, Red
    CertificateSGS, EN12810.
    ServiceOEM Service available
    MOQ50T
    PaymentT/T, Western Union
    Delivery Time15-25  days  after  deposite
    Packingin bulk or steel pallet or as your request
    production capability50 tons per day
    Main  MarketAfrica, South America, the Middle East and Asia


  • HDG Construction Cup Lock Scaffolding System for Sale CNBM

  • HDG Construction Cup Lock Scaffolding System for Sale CNBM

  • HDG Construction Cup Lock Scaffolding System for Sale CNBM

Descriptions of  HDG Construction Cup Lock Scaffolding System for Sale

1.Cuplock scaffolding system is a type of scaffolding characterized by a joining method that uses metal cups to lock beams together. 

2.Like other types of scaffolding, cuplock scaffolding system is a temporary network of frames used to support workers during construction or renovation of a structure, such as a building, where high access points are needed. 

3.The overall stability and ease of assembly of the cuplock scaffolding system makes it the preferred type for projects where a large scaffolding must be constructed quickly and must support a relatively heavy load. 

4.The distinctive cuplock scaffolding joint system consists of three basic components: a top cup, a bottom cup, and ledgers. The cup components are ringlike, each with a hollow center that allows the round verticle bar to pass through it. 

5.We have been catering to wide requirements of our clients in the construction industry by manufacturing a wide range of cuplock scaffolding. Fabricated as per the specifications of our clients these are acclaimed for high durability and wear resistance.


  • The Measures of HDG Construction Cup Lock Scaffolding System for Sale


  • Length(mm)Thickness(mm)Diameter(mm)Weight(kg)
    Scaffolding  Standard30003.24815
    24003.24812
    18003.2489
    12003.2486
    6003.2483
    Scaffolding  Ledger18003.2486.9
    15003.2485.9
    12003.2484.8
    9003.2483.7
    6003.2482.7
  • 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 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'm a civil engineering student and we were asked to submit a paper about designing a simple scaffolding. I just want to see a sample paper so that I would know what details should I include.
can't draw here, but it's just an x with a flat board on top in 3 dimensions.
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:What could you do with 100,000 jumbo cotton balls, 50 gallons of honey, and three story scaffolding?
ummmm oh i got a good one i hope and that is to build the world's largest bee's hive. plus they make more honey and i would have tons of money, pretty sweet isn't it.
Q:looking for a scaffolding job in dubai can anyone help?
Hi okorder , we are Dubai based scaffolding contractor.
Q:Can anybody provide me the formula for calculating scaffold volume on circular tank?
Step 1. Measure the diameter of the tank (D). Step 2. Measure the height (h) for a vertical tank or length (l) of a horizontal tank. Step 3. Calculate the cross-sectional area of the tank using Equation 1. Equation 1: Cross-sectional Area, A = 3.14 x D x D/4 Step 4. Calculate the volume of the tank in cubic feet using Equation 2. Equation 2: Volume in cubic feet = A x h [for a vertical tank] Volume in cubic feet = A x l [for a horizontal tank] Step 5. Convert the volume of the tank from cubic feet to gallons using Equation 3. Equation 3: Volume in gallons = (Volume in cubic feet) x 7.48
Q:Okay so I got a scaffold piercing about 5 days ago now. I've been cleaning it with Claire's piercing stuff. What I do is I pour it onto a little bit of loo roll and squeeze it all out on where the holes are. I have not been twisting it at all, but my friend told me that I should soak it in warm salty water and twist it twice a day. I have no idea what to do now as I have researched it and some people say that I shouldn't twist it because it will drag more bacteria into it and could get it infected. Also I have massive scabs around both ends of the bar, I've tried to pick them off as they are pretty uncomfortable, but it didn't work as they are rock solid, so how do I get these off? I have no idea what to do, my piercer didn't say anything about twisting it just cleaning it twice a day. Oh and if it helps I'm 13:) Thanks. X
Why are you using Claire's crap? You need to be doing sea salt soaks twice a day for 5-10 minutes each soak with 1/4th of a teaspoon of non-iodized sea salt to 8oz of hot water. Don't twist them as that drags in crust and bacteria and tears up the inside of the piercing. Stop trying to pick stuff off from your ear and go have a reputable piercer check out the scabbing, it could be crust it could be something wrong. If your piercer didn't tell you to do sea salt soaks to keep it clean go to a better piercer.
Q:i have lived in york for ten years and have been told many times that the minster in york has had scaffolding up for decades and that it has to stay there for political or religious reason there is never any work done or indeed workers on the scaffolding. can anyone shed any light on the matter for me or is it just an urban myth and nothing more than on going restoration.
York Minster Scaffolding
Q:along with this question, -what does she think about during this time period?-how does she apprear on the scaffold? -who does she see and how does she feel?THANKS!!=]
Here is a good analysis and summary from Shmoop.
Q:If you have two workers say standing on a scaffolding, their are downward forces from the weight of the workers along with the weight of the scaffold, and upward forces from tension suspending the scaffolding in place. The opposite forces add to zero and thus the scaffolding remains at rest.My question has to do with what would occur if more/less workers were on the scaffolding. It appears to me that the scaffolding would always remain at rest. Would there always be a ΣF=0 regardless of the amount of workers? As the decreases in weight from removing a worker would also cause the tension force to be weaker? And vice versa if there were more workers?I
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.

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