Shoring System Steel Kwikstage Scaffolding with Top Quality CNBM

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Tianjin
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50 m.t.
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30000 m.t./month

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Product Description:

  • Quick Details of Shoring System Steel Kwikstage Scaffolding with Top Quality 

  • Type:Fixed

  • Material:Steel

  • Construction Properties:Building Scaffold

  • Lapping Form:Full Scaffolding

  • Framework:Combined Scaffolding

  • Supporting Mode:Floor Type Scaffolding

  • Erection Position:External Scaffolding

  • Scaffolding Part Type:Scaffolding Frames

  • Move Method:Attached Lifting Scaffolding

  • Structural Style:Multi-Pole Scaffolding

  • Place of Origin:China (Mainland)

  • Surface:Painted or Hot Dipped Galvanized

  • Material.:Steel Q235 Q345

    Thickness:4mm;3.2mm;3mm

  • Shoring System Steel Kwikstage Scaffolding with Top Quality CNBM

  • Shoring System Steel Kwikstage Scaffolding with Top Quality CNBM

  • Shoring System Steel Kwikstage Scaffolding with Top Quality CNBM





Descriptions of Shoring System Steel Kwikstage Scaffolding with Top Quality 

Kwikstage Scaffolding is a multi-purpose modular scaffold system which can be used for all forms of access and support structures in the building and construction industries, ship buliding, offshore construction and industrial maintennace.
Details of Metal kwikstage Scaffolding
1. Metal kwikstage scaffolding system is a new type of selflock scaffolding which is very popular in Oceanian,African construction.
2. Metal kwikstage scaffolding System is suitable for both inside concrete slab supporting and outside masonry Construction multi-purpose for construction.
3. Metal kwikstage scaffolding systemstandard is weld with a plate every 600mm which can join ledgers at 90 degree.
4. Metal kwikstage scaffolding system ledger is a horizontal member with a blade at each end for insertion into the standard plate.
5. kwikstage scaffolding system is quick to erect and strip which has completely replaced other scaffolding.



  • The Accessories of Shoring System Steel Kwikstage Scaffolding with Top Quality 


  • STEEL STANDARD

  • Material: steel tube φ48.3x3.25mm

  • Surface finish: hot dipped galvanized

  • Standard with normal length 3.0m, 17.02kg

  • Standard with normal length 2.5m, 14.32kg

  • Standard with normal length 2.0m, 11.64kg

  • Standard with normal length 1.5m, 8.94kg

  • Standard with normal length 1.0m, 6.26kg

  • Standard with normal length 0.5m, 3.56kg

  • Topper Standard, 1.72kg

  •  Material: steel tube φ48.3x4.0mm

  • Surface finish: hot dipped galvanized

  • Standard with normal length 3.0m, 19.48kg

  • Standard with normal length 2.5m, 16.38kg

  • Standard with normal length 2.0m, 13.28kg

  • Standard with normal length 1.5m, 10.18kg

  • Standard with normal length 1.0m, 7.07kg

  • Standard with normal length 0.5m, 3.97kg

  • Topper Standard, 1.93kg


  • STEEL LEDGER 

  • Material: Made of steel tube φ48.3x3.25mm

  • Surface: hot dipped galvanized

  • Ledger of  3.00m, 13.00kg

  • Ledger of  2.44m, 10.67kg

  • Ledger of  2.39m, 10.60kg

  • Ledger of  1.95m, 8.87kg

  • Ledger of  1.83m, 8.29kg

  • Ledger of 1.78m, 8.20kg

  • Ledger of 1.47m, 6.97kg

  • Ledger of 1.22m, 5.98kg

  • Ledger of 1.05m, 5.31kg

  • Ledger of 0.71m, 3.97kg


  • TRANSOM (ANGLE)

  • Material: Made of steel 5# angle

  • Surface: hot dipped galvanized

  • Transom 2.39m, 17.71kg

  • Transom 1.78m, 13.60kg

  • Transom 1.27m, 10.19kg

  • Transom 1.22m, 9.85kg

  • Transom 1.05m, 8.70kg

  • Transom 0.813m, 7.12kg

  • Transom 0.71m, 6.42kg

  • Transom 0.60m, 5.75kg

  • Transom 0.51m, 5.08kg

  • L/A Transom 1.8m, 11.78kg

  • L/A Transom 1.2m, 9.56kg


  • BRACE

  • Material: Made of steel tube φ48.3x3.25mm

  • Surface: hot dipped galvanized

  • Brace 3.6m, 15.33kg

  • Brace 3.2m, 14.00kg

  • Brace 2.7m, 12.25kg

  • Brace 2.0m, 9.33kg

  • Brace 1.6m, 7.99kg


  • STEEL PLANK

  • Material: Made of 1.8mm thickness pre-gal.steel sheet

  • Surface: hot dipped galvanized

  • Size: 229mm(W)x 66mm(H)

  • Steel Plank 4.00m, 25.30kg

  • Steel Plank 3.00m, 18.90kg

  • Steel Plank 2.44m, 15.37kg

  • Steel Plank 2.00m, 12.52kg

  • Steel Plank 1.81m, 11.42kg

  • Steel Plank 1.25m, 8.20kg

  • Steel Plank 1.05m, 7.05kg

  • Steel Plank 0.736m, 5.25kg


  • 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.

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Q:What are the requirements for acceptance of external scaffolding? Want to know before
Hello, this has the following specifications: safety 1, set up a high level scaffolding, the various materials used must meet the quality requirements. 2, the foundation must be firm, before the erection of the calculation, to meet the load requirements, and according to the construction code set up, do drainage measures. 3, scaffolding erection technical requirements shall comply with the relevant provisions of the code
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:How to remove the disc scaffolding ah, do not know how to get through the decoration
Third, remove the disc scaffolding accessories should pay attention to remind the construction personnel, in the construction site to fasten safety rope, take good safety helmet, wear good shoes. Don't dress because the weather is hot. Some of the equipment used to go to the mall to see where the extension is more complete.
Q:A 115 kg scaffold is 7 m long. It is hanging with two wires, one from each end?
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:A painter and a scaffold?
First of all...no units, no answer. Second of all...according to OSHA (Occupation Safety and Health Administration), NO ONE can walk on a scaffold beam outside the support ropes OR SET ANY OBJECT DOWN outside the support ropes. Hence the answers for both questions are 1 meter. It doesn't matter what a calculation will yield...NO ONE can walk on the beam outside the support ropes safely. Even if a torque balance yields that it will not put the ropes in compression and buckle them...it still isn't considered to be safe by OSHA if the painter is outside the ropes.
Q:What could you do with 100,000 jumbo cotton balls, 50 gallons of honey, and three story scaffolding?
Take them on the road-trip of course....we'll find some use for them along the way.....
Q:Can you do the outer scaffolding?
(2) the outer side of the scaffold must be provided with scissors, scissors width should not be less than 4 span, and should not be less than 6m, the angle between the diagonal rod and the ground is 45-60 degrees. The intersection points of the oblique bars are on the same straight line and are arranged along the height of the frame. (3) a diagonal rod of the scissors is buckled on the upright post, and the other inclined rod is buckled on the end of the small transverse rod, and the two ends are respectively fixed with a rotating fastener. All fixed pitch master node distance not greater than 15 cm
Q:Which loads are considered in the design of the scaffold
The variable load of the scaffold shall contain the following contents:1) construction load: including the personnel, equipment and materials, etc.;2) wind load.Safety code for construction of steel tubular scaffold with couplers JGJ130-2011
Q:Construction scheme of portal scaffold
This specification is applicable to the design, construction and use of the floor (bottom) door type steel pipe scaffold used in industrial and civil construction. The door type steel pipe scaffold for other purposes (such as chimneys, water towers, etc.) can be carried out in accordance with the principles of this specification.
Q:How to calculate the vertical force of scaffolding
The calculated data include the following three values:1 uniform load value calculation,2 bending strength calculation: the maximum bending moment is considered as the moment under the uniform load3 deflection calculation: the maximum deflection is considered as the deflection of simply supported beam under uniform load

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