• 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
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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: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:I would like to ask the three sides of the template is calculated on the surface of which is the three? Novice do not understand thank you
Beam template is to calculate three sides, is the beam of the two sides with the bottom of the beam
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
The board side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1m.
Q:Is there a beam plate template that is used to calculate the engineering quantity of the beam formwork or the engineering quantity of the beam and the plate? Urgent thank you
As long as the board and the board together (usually for the plate in the beam), together with the count; not together with the other
Q:A set of 50 m T beam steel template weight
Fifty m T beam steel formwork, a complete set of general must contain a set of side beams in the beam half
Q:First of all, what are the construction of the structure of the template, such as walls, columns, beams and ladders, which is the structure of the first installation of the template after the installation of steel? Ten
Who told you that?. Shear wall, column is the first binding steel, and then close the template, if the two sides of the shear wall formwork and the death of the death of the column template, but also how to bind and connect steel
Q:Which part of the middle beam and side beam in the T beam template? Thank you
Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
Q:I only see the span is greater than 4M of the beam arch height is 1/1000~3/1000, if that is 5m, 8m, 12M, 16m and even assuming 20m, the supply is only 1/1000~3/1000????
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:How to do the foundation beam template
Construction sequence: the structure of the column to tie the tendons to the skin of the number of poles to wall masonry before the first floor on the ground has been played by the large axis of the wall body axis and the line. The surface of the base should be clean and wet. When you start the masonry, the brick should be placed and the seam width should be discharged. In the walls before the first vertical skin pole pole, skin should be marked with each skin brick and mortar joint thickness, lintel ring, position, number of rod should be set up in the skin of the building end corner, wall aspect junction and interior wall. Masonry should be up and down the wrong seam, inside and outside the lap, gray seam straight full, the level of gray seam thickness and vertical ash seam width should be controlled at around 1-1.1cm
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

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