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. 

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Q:Why does the formwork support only three faces?
Only the bottom surface of the beam and two sides of the template, there is no need to shop template.
Q:Cast in situ floor and girder formwork can be removed a few days?
If it is summer side touch about 5-7 days is not a problem, the floor of the bottom mold principle that needs to be kept until the floor block to achieve strong design. After the test block strength test qualified to dismantle the bottom mold testing stations in concrete, but in the bottom die and the support under the premise of more than 7 days can be started in the above line ready on a layer of formwork, about 10 days can start pouring a layer of concrete.
Q:The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
The calculation of the formwork quantity of the beam is not needed to calculate the bottom of the beam
Q:What is the demolition order of the construction template
1 demolition vertical face template, should be carried out from top to bottom; demolition of the larger span of the beam pillar, should start from the middle, respectively, to the two ends.2 demolition of beams and floor bottom mold, should loosen the wedge or lower bracket, then by block or patch removal
Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
The maximum bending moment in the middle of the beam is removed from the middle of the support, the stress is concentrated on the two supporting end, and the final force form is the same as the reinforcement of the beam, and the bending and the excessive shear force are not generated
Q:What are the building structure of the template
The template of the beam can be completed in two or once. The two is complete, first beam bottom mould, then binding steel beam and plate, and side template; a beam bottom and side is template template and template to support end, then lashing steel beam on the template, binding after the beam falls on the beam within the template, and then tie plate reinforced.
Q:What is the area of the overlap between columns and beams, beams and beams!
Cross beam and beam cross section is not a template overlap
Q:How to control the elevation of the beam bottom and the axis position
The axis is controlled by hanging the ball down to the lower floor axis and the axis control line.
Q:What is the wire mesh in front of the foundation beam
You put the template, then take the template is not particularly troublesome? Wood will give you to slowly dismantle?
Q:Calculate the beam template when you want to reduce the thickness of the plate
Now the general calculation of the template area is the concrete contact surface is positive, the template thickness to be deducted.

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