• Single-side Climbing Bracket SCB180 formwork and scaffolding system System 1
  • Single-side Climbing Bracket SCB180 formwork and scaffolding system System 2
Single-side Climbing Bracket SCB180 formwork and scaffolding system

Single-side Climbing Bracket SCB180 formwork and scaffolding system

Ref Price:
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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
50 m²
Supply Capability:
1000 m²/month

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Single-side Climbing Bracket SCB180:

With CNBM SCB 180 climbing systems, the loads from the fresh concrete pressure are

transferred through the brackets by means of V-strongbacks and compression braces into the

scaffold anchors.

Typical applications for the SCB 180 are dams, locks, cooling towers, pier heads, tunnels, and

bank vaults.

The formwork is simply tilted backwards when striking takes place. The 1.80 m wide bracket

requires only a minimum of space.


Characteristics:

◆ Economical and safe anchoring

The M30/D20 climbing cones have been designed especially for single-sided concreting using

SCB180 in dam construction, and to allow the transfer of high tensile and shear forces into the still

fresh, unreinforced concrete. Without wall-through tie-rods, finished concrete is perfect.

◆ Stable and cost-effective for high loads

generous bracket spacings allow large-area formwork units with optimal utilization of the bearing

capacity. This leads to extremely economical solutions.

◆ Simple and flexible planning

With SCB180 single-sided climbing formwork, circular structures can also be concreted without

undergoing any large planning process. Even use on inclined walls is feasible without any special

measures because additional concrete loads or lifting forces can be safely transferred into the

structure.



Q: The template supports how security issues are under the supervision notice
There are many types of supervision, need that kind. The specific circumstances of the specific office. And then the written supervision notice rectification.
Q: The more specific the better, it is not hope to have a smaller range, please, thank you!
Construction engineering template works. Height of 6 meters long and 8 meters. Pole spacing. Horizontal spacing should be how much
Q: How the engineering quantity of the square wood supporting the template in the construction project is calculated
Steel pipe according to the building area calculated for each square 5-8. Template by the building area multiplied by 2.5 to 3 times
Q: Construction side without approval without authorization after removal of pouring with the template, what kind of remedial measures should be taken Thank you!
Do not remove the template, but in the template design and erection must be considered in the post-pouring stand alone erection in order to facilitate the future beam, board concrete to a certain strength after the other full scaffolding removed, leaving the part of the back with the template and support. (Theoretically requires beams and plates of concrete strength to reach 100% to be removed). So that the support design of the post-pouring zone takes into account that the value of the load must meet the requirements of this part to support the independent composite and take the necessary observation and maintenance measures for the template and support. This approach allows the concrete at the post- The template is disturbed, resulting in adverse damage to the structural requirements of the bad.
Q: The problems of improper matching of template supporting system and preventive measures
(1) support the optional sloppy, without a security check, no enough carrying capacity and stiffness, deformation of concrete after casting template. (2) support stability is poor, no guarantee measures, concrete pouring support their own instability, so that deformation of the template.
Q: How to use template support?
This picture is marked on the non-adjustable support, and now generally use adjustable height support.
Q: What is the difference between a full-screen stent and a floor-mounted stent?
Any of the templates and brackets that bear the vertical load are supported on relatively hard fulcrums.
Q: Main and vice keel upgrade modification - the new building template support birth opportunity
Now too many products are updated, not that the traditional bad, but we should take its essence, to its dregs. On the basis of the traditional to do some changes, closer to our present habits, the use of habits. Times in the development of information in the explosion, then our products are also big step forward. Our new roof support is composed of the main keel, vice keel, supporting the mandrel, the cross bar, the main keel can be free to stretch, to meet the size of different rooms, this advantage is that a different layer can be satisfied, do not need Too many specifications, simple operation, versatility. And with a card slot and vice keel connection, is to prevent the main and vice keel sliding between.
Q: In addition, for example, in the 30-meter-high pier body pouring continuous beam 0 # block, beam 0 # block can be used to support the bracket (usually block 0 block will be surrounded by the entire pier), but 30 meters high Of the scaffolding if not connected with the bracket, then what is the way to make the stability of scaffolding requirements? Is it only anchoring? Please master answer.
Scaffolding specification is JGJ130-2010 "construction of fasteners steel scaffold safety technical specifications." Scaffolding structure, the principle of calculation is self-contained bearing capacity, stable system; template bracket specification is JGJ162-2008 "building construction template safety technical specifications", also self-independent load capacity, stable system.
Q: What is the meaning of the template bearing surface elevation in the bridge specification?
There is a pre-camber or pre-elevation between the bridge base elevation and the design elevation, since the template is not stressed before the concrete is poured,

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