H20 Timber beam formwork with single side bracket

Ref Price:
Loading Port:
China Main Port
Payment Terms:
Min Order Qty:
Supply Capability:

OKorder Service Pledge

Quality Product

Order On-line Tracking

Timely Delivery

OKorder Service Pledge

Credit Rating

Credit Services

Credit Purchasing

Share to:

Product Description:

Detailed Product Description

concrete wall formwork

retaining wall formwork

permanent formwork systems

H20 Timber beam formwork with single side bracket for retaining wall

During single-sided concrete wall construction, the concrete pressure is transferred into the sub-structure by means of the single-side bracket.

Design Principle:

H20 Timber beam formwork with single side bracket for retaining wall

  There is no wall-through tie-rod in the single-side bracket system. The whole system is adjusted by the anchor system and the regulator system.
  The stress situation from the sketch above.F1 can resist the side pressure of the concrete and F2 can resist the rising force. R can not only bear the gravity force of the bracket, but also the side pressure of the concrete. This stress system is simple, reasonable and also with convenience and high safety.

Competitive Advantage:

1. The pouring height is up to 8.0m and the allowable pressure from fresh concrete is up to a maximum of 60KN/m2.
2. Good standard performance and versatility.
3. Fast element coupling, all units can be quickly connected.
4. The finished wall is excellent and absolutely waterproof.
5. Optimized sizes for transportation.


H20 Timber beam formwork with single side bracket for retaining wall

H20 Timber beam formwork with single side bracket for retaining wall

H20 Timber beam formwork with single side bracket for retaining wall

Send a message to us:

Remaining: 4000 characters

- Self introduction

- Required specifications

- Inquire about price/MOQ

Q:Does the template support of the beamboard contain the full red scaffolding under the beam?
According to the above said, the scaffolding of the ultra-high fee refers to the building as a whole more than 25 (remember not clear), so that the height of the frame exceeds the quota, so to calculate, and the template support of the ultra- High height (as if more than 4m), for example, a building forty meters high, but the height of only three meters, it only calculated scaffolding ultra-high, and not calculate the template high, if a single high ten meters Of the plant and the like, it only calculates the template is high and does not calculate the scaffolding ultra high;
Q:How to prevent the template support collapsed
First, strict implementation of the "dangerous large project safety special construction program preparation and expert demonstration review approach." The construction unit shall prepare the safety special construction plan according to the regulations, especially for the high template support system with height exceeding 8 meters, or span more than 18 meters, it shall organize the expert group to conduct the demonstration review. Supervision units should seriously review the safety of special construction program, and urge the construction unit in strict accordance with the safety of special programs to organize the implementation of strict acceptance. The following are the same as the "
Q:What is the meaning of the template bearing surface elevation in the bridge specification?
Elevation indicates the height of each part of the building, which is the vertical height of a certain part of the building relative to the reference plane (zero point of the elevation). In the construction drawing there is often a small right-angled isosceles triangle, the tip of the triangle or the up or down, which is the sign of the elevation.
Q:How the engineering quantity of the square wood supporting the template in the construction project is calculated
If it is to do the construction budget may not count, the quota can be set out. But from the construction technology point of view, to do the plan need to mention, more of the less and not. So according to your template to determine the program, one by one is the correct way out. To be wrong, the individual boss does not kill you blame.
Q:The problems of improper matching of template supporting system and preventive measures
Template support matching improper phenomenon due to the template support system matching and support methods improperly, structural concrete pouring deformation.
Q:400 thick concrete roof template support system need expert demonstration?
We can increase the column density can be appropriate. Do not need to use expert argument.
Q:New shear wall template support
The new shear wall template support mainly consists of vertical beam, beam, joint, through the wall nail, yin and yang angle, beam bolt composition. Vertical beam is 2.6-3.0 meters scalable to meet the needs of different layers; beams also have six kinds of specifications, to meet the needs of different lengths of the wall; yin and yang angle is the same size specifications, are 300 * 300, So workers do not need to distinguish between yin and yang angle, and casually take a direct use on it.
Q:How is the identification of tall template works?
According to the current specification, the total load of the construction is more than 10kN / ㎡, the concentration of the concentrated line is more than 15kN / m or the beam cross-sectional area is 600 * 1200.
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:What is the specific distance between the pole spacing supported by the template and the distance between the upper and lower horizontal bars?
You have asked this question before, but now there is no clear answer, and now are usually used to calculate the calculation software. General pole spacing of 600 ~ 1200mm, the distance between the horizontal bar is generally about 1 ~ 1.5mm.

1. Manufacturer Overview

Year Established
Annual Output Value
Main Markets
Company Certifications

2. Manufacturer Certificates

a) Certification Name  
Validity Period  

3. Manufacturer Capability

a)Trade Capacity  
Nearest Port
Export Percentage
No.of Employees in Trade Department
Language Spoken:
b)Factory Information  
Factory Size:
No. of Production Lines
Contract Manufacturing
Product Price Range