• Box Girder Steel Formwork System System 1
  • Box Girder Steel Formwork System System 2
  • Box Girder Steel Formwork System System 3
Box Girder Steel Formwork System

Box Girder Steel Formwork System

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1. Structure of Box Girder Steel Formwork System

A vertical support system widely used in construction of slab or shoring. The prop has simple structure; it is easy to operation and has perfect adjustment to each individual job site requirement, all these features decide that the props play an irreplaceable role in slab or shoring construction.A vertical support system widely used in construction of slab or shoring. The prop has simple structure; it is easy to operation and has perfect adjustment to each individual job site requirement, all these features decide that the props play an irreplaceable role in slab or shoring construction.

External formwork of 32/24 meters post-tensioning concrete prefabricated box girder is divided into sliding mode and rolling mode; the side form of the first mode can move from one bottom form to the other one which increases the utilization rate, and decrease the investment for the formwork during construction; the side form of the second mode is relatively fixed according to the bottom form, and could be dismantled by revolving, which improve the efficiency of formwork closure.The side formwork unit is mainly 6 meters, the design of the structure is compact and reasonable with beautiful and smooth appearance. 

 

2. Main Features of Box Girder Steel Formwork System

A) All the edges of external formwork panels for the box girder have been milled, which ensure the assembly precision to avoid the leakage of the concrete.

B) The bottom formwork unit is 3 meters to facilitate the installation and anti-arch adjustment.

C) The bulkhead is designed to envelop the side-form,which can be wholly assembled, making the removal, installation and adjustment much easier.

 

3. Box Girder Steel Formwork System Images

 

 

4. Box Girder Steel Formwork System Specification

 

 

5. FAQ of Operating Platform

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 Box Girder Steel Formwork System, 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 Box Girder Steel 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:The calculation formula of the beam column for the construction of the concrete and the use of the template area of the detailed point of the best thank you
Refer to JGJ 162-2008 construction formwork safety technical specifications
Q:A set of 50 m T beam steel template weight
So as to complete the precast beam and slab
Q:The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
Q:How to put the beam formwork in concrete structure
By way of hanging on the board, you do not want to put a line for you!
Q:When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?
When the beam height is large, the beam of the steel beam in the bottom of the bundle, which means that the beam of the overall weight of steel, in the Liang Dimo binding, and then seal the side template, and then pouring concrete
Q:How to calculate the intersection of rectangular column and beam
Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
Q:There are times when the beam is not to deduct the secondary beam on the main part of the beam?
In the middle of the time to buckle, border beam side not buckle, buckle. Calculate the secondary beam to the side of the main beam
Q:10-3 degrees of weather, cast in situ floor and girder formwork can be demolished a few days? 25 days enough? There's a wall on the beam.
When the bottom formwork of the reinforced concrete slab with a span of 5m is removed, the concrete strength should be greater than or equal to 75% of the standard value of concrete cube compressive strength.
Q:Calculate the beam template when you want to reduce the thickness of the plate
Now the general calculation of the template area is to contact the concrete surface is positive, of course, the thickness of the template to be deducted.
Q:The section size of the beam is 200 x 400 the size of the board is 4500 x 4000 plate thickness of the formula for 120 - a rookie
A beam plate:1, according to the sum of the contact area of the template template.2. The area of the beam should be deducted.3, the beam of the template is to calculate the beam height (minus the thickness of the plate part) * net long *2 surface. The bottom die has been calculated in the bottom plate4, the bottom plate is the bottom plate of the whole plate (including the bottom of the beam), and then subtract the column area. The board only needs to calculate the bottom mold and the side die.

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