Single-side Climbing Bracket SCB180 formwork and scaffolding system

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50 m²
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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.


◆ 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


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Q:Bridge template support bowl button steel pipe scaffolding, need to set sweeping pole?
Scaffolding must be set to vertical and horizontal sweepers. Longitudinal sweeping pole should be fixed at right angles to the base of the epithelium is not greater than 200mm on the pole, the horizontal sweep pole should also be used at right angle fasteners fixed in the vertical under the pole on the pole. When the base of the pole is not at the same height, the height of the longitudinal sweeping pole must be extended to the lower span of the two spans and the pole fixed, the height difference should not be greater than 1M. The distance from the pole shaft above the slope to the slope should not be less than 500mm.
Q:Cast - in - place with beam - plate template support for high engineering
With 70.66M2 with 2 * board support height of more than 3.6M, each additional 1M steel (wood) support quota sub-head, template support ultra-high fee is actually mechanical, artificial because of the high and increase the cost of its cost and super The high template volume is the same as that of the cast-in-place M2 with its contact area with concrete
Q:What is a template for pulling bolts
To the stencil fixed, a two-headed round bar, insert the template, the two tied to the nut
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:Template support did not stand good, how to remedy the lower floor?
The sinking of the local template demolition, concrete smashed, re-playing concrete, although not in line with the provisions, but the project often do so, you know
Q:How to use template support?
According to your picture, you can determine this is the cast-in-place concrete board full of support. Generally set full support, the distance between the support in general according to the vertical and horizontal 600mm spacing to consider, the lower part of the distance from the standing surface of 200mm set sweep, the middle set a horizontal bar, the upper part of the beam at the end of the set of cross bar, mainly play a role in supporting the beam plate.
Q:More than a certain size of the larger risk of the template works and support system which include
Concrete frame support works: erection height of 5m and above; erected span of 10 m and above; construction of the total load of 10KN / ㎡ and above; concentration line load 15KN / ㎡ and above; height greater than the support level of projection width and relatively independent of non-contact components of concrete Template support project.
Q:After the pouring with the template removed and then how to support
In the construction process, some of the engineering found that the template full support frame if the post-pouring in the separate support, due to the longer after the pouring set, in the demolition of the full scaffolding on the post-pouring support at the greater impact of workers It is difficult to guarantee that the support system is independent and intact.
Q:Foundry boutique building foundation · New type of shear wall template support
As the use of cold rolled steel products, coupled with the surface of the electrophoretic paint treatment (a car primer), greatly extending the service life of the support system, the number of turns in more than 300 times to solve the wooden side of the high cost problem. Cold rolled steel performance is corrosion resistance, flexibility, high pressure. So after wearing a wall screw and cross pad fixed, not like the side of the wood as a result of the thermal expansion and contraction of the weather, directly to ensure the shear wall and the cylinder flatness and safety. The best treatment of the new support system is the corner and the mouth of the deal, yin and yang angle and the design of the card to solve the traditional shear wall support system problems, while ensuring the degree of flute and angle, put an end to the corner leakage Pulp running pulp phenomenon.
Q:the country is allowed to use
Can protect the template from damage, extend the life of the template. Easy to operate, save time and labor, will not produce rust, can be removed from the wall repair, can significantly reduce the cost of the project costs.

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