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.

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Q:The calculation formula of the beam column
Refer to JGJ 162-2008 construction formwork safety technical specifications
Q:What are the middle and side beams in the T beam template?
Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
Q:What is the foundation beam template
The template based beam should be the construction is not based on beam design has been explained, but the quota is a little different, the beam bottom cushion or other basis should be the beam, it should be suspended under the general frame or beam. The difference is that the two side support and the three side support.
Q:Rules for calculation of formwork with beam slab
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:What are the building structure of the template
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:How to calculate the beam section size is 200 x 400
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.
Q:How to calculate the intersection of rectangular column and beam
Beam:(1): the length of beam to column connection, the length of the beam to column side; girder transfer, beam to beam side. The beam length at the door (window) wide hole net length calculation. According to the center line, wall beam wall is calculated according to the net line.(2) the area of the beam connecting part is not deducted, and the area of the beam head is not increased(3) the area of the beam pad is incorporated into the beam
Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
According to the "dangerous method" sub project safety management of the construction quality of [2009]87, the height of more than 5m, the total construction loads greater than 10kN/m2, or the template support system concentrated line load greater than 15kN/m to prepare special construction scheme
Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
When the formwork of the beam is not removed, the load of the beam is evenly distributed. If the two ends of the span from the demolition of the words, the load is borne by the beam at both ends of the column and the template in the cross, when the removal of the template in the cross, the beam is likely to produce cracks and damage. Only from the cross to the ends of the removal, the load is evenly distributed to the ends of the column, the beam will not be destroyed.
Q:What is the area of the overlap between columns and beams, beams and beams!
The connection between the column and the beam and the place where the beam is connected with the beam does not need to be deducted from the area.

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