• Column and Shear Wall Formwork System - SF120 System 1
  • Column and Shear Wall Formwork System - SF120 System 2
  • Column and Shear Wall Formwork System - SF120 System 3
  • Column and Shear Wall Formwork System - SF120 System 4
  • Column and Shear Wall Formwork System - SF120 System 5
  • Column and Shear Wall Formwork System - SF120 System 6
Column and Shear Wall Formwork System - SF120

Column and Shear Wall Formwork System - SF120

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1. Structure of Column and Shear Wall Formwork System

The template is composed of a plywood panel embedded special air abdominal type steel. The panel is 18mm thick plywood. The template size standardization degree is high, flexible assembly, can use wood clamping side splicing method to meet the needs of non-standard size.The frame of high stiffness, reasonable stress, design of side pressure is 60KN/m2 ~ 80KN/m2.Using unified adjustable steel frame template assembling fixture, convenient and quick, firm clamping. The template corner can provide the prying opening, positioning and convenient removal of the template. Steel frame and panel connected by screws from the back way, good molding effect of concrete. The template complete product system accessories, variety complete, can according to the need of the project in any combination, flexible arrangement and convenient.

 

2. Main Features of Column and Shear Wall Formwork System

◆ Allowable pressure is 80KN/m2 .

◆ Faster and easy operation.

◆ The dimension for column is adjustable.

 

3. Column and Shear Wall Formwork System Images

 

 

 

 

 

4. Column and Shear Wall Formwork System Specification

Column and Shear Wall Formwork System - SF120

 

5. FAQ of Column and Shear Wall Formwork System

1) What can we do for you? 

We can ensure the quality of the vinyl banner and avoid extra expenses for customers.    

We can provide you the professional design team.    

We can provide fashionable and newest styles for you.    

We can design the artwork for you.    

Please feel free to customize.  

 

2) What promises can be done by us?

If interested in Column and Shear Wall Formwork System with Single Side Bracket, please feel free to write us for any QUOTE.

If printing required, please advise asap because the whole set need much more time to complete.

Please DO check goods when courier knocks your door and contact us asap if any issue.

 

3) What about of our after-sale service?

Response will be carried out in 24hours  after receiving any complain or request.

If the products are not based on the requirements, there will be the relevant compensations made for you.  

 

4) What about the package and shipping time?

Packing:  As Customer's Requirements

Shipping: We have various shipping ways for our customers, such as express which including TNT,  DHL,  FEDEX, UPS, EMS, etc. ; by air/ sea, and we are VIP of these express.  

Shipping time:Normally small orders, it just 10-15 business days to arrive your hand; When comes to the customs declaration, it may need 7 days. Other mass qty of Column and Shear Wall Formwork System, we send them out by sea or by air to sea port or air port to save some shipping freight for our customers. By ocean, it may need 45~60days, by air, it may need 25~40days. 

Q: How to calculate the length of the beam, beam template area
This is the case: (7800-600) * (800*2+400) forgot, 800 also minus plate thickness
Q: How to put the beam formwork in concrete structure
The four sides of the column should be the line, there is a beam of the position of the edge out
Q: Why is Changshi beam, but also computing to the side or side column beam?How to deduct the overlap area between beam and plate, column and wall, wall and wall
It is not deducted from the length to beam or column just didn't count on this side overlap, I figure out part of the coil
Q: What is the wire mesh in front of the foundation beam
Wood can be used, but the surface is relatively smooth, after pouring, the bond will be worse; in this way, the construction is more convenient, leaving the rough concrete surface.
Q: What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
The above construction total load of more than 10kN/m2, or concentrated line load greater than 15kN/m template support system that belongs to the template, if you do not consider other loads, considering the single weight, according to concrete 25000KG/m3 calculation, then the beam section area of 0.4m2 belongs to the template, such as 400*1000, 300*1350, 500*800 etc.. Central line loads can be calculated in similar ways.
Q: According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Shear wall structure (such as small high-rise, high-rise) per square meter area of the content of the building: the template to expand the area of about 3.3 to 3.6 square meters,About 0.5 cubic meters of concrete, steel bar about 60 to 75Kg.
Q: For example, a beam 200*400, length 5000Plate thickness 1005000*5000The area of the template is1, (0.2+0.3*2) *5+5*52, 0.3*2*5+5*5Which is right
The beam of the template is to calculate the beam height (minus the plate thickness of the part) * net long *2 surface. The bottom die has been calculated in the bottom plate.Louzhu certainly not familiar with the construction site, as long as the scene to see how the template is placed.
Q: The bottom of the board 12.24*7.44 why not *2 floor 12.24 of the two of the 7.44 also have the plate side mode *2 is * of the two or both
Figure is too small, the eyes are looking at flowers.1, floor 12.24*7.44 is the bottom of the whole plate (including the bottom of the beam), and then subtract the column area. Board only need to calculate the bottom and side die on the line, do not use *2.
Q: Beam plate template is composed of the bottom template and what
A, length, B width or height. Such as triangle F=0.5, A for the bottom edge of the length, B is high
Q: Seeking beam, plate template engineering quantity
The second beam template (bottom area +2* side area): (2.6*3- wall thickness) * (0.2+ (0.4-0.12) *2) *2-0.2*0.25*4 [the main beam and the secondary beam transfer area] -0.2*0.4*2*4 [the main beam and secondary beam transfer area]

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