• Hig Efficient  Wholely Assembled Box Girder Template in China System 1
  • Hig Efficient  Wholely Assembled Box Girder Template in China System 2
Hig Efficient  Wholely Assembled Box Girder Template in China

Hig Efficient Wholely Assembled Box Girder Template in China

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Loading Port:
Qingdao
Payment Terms:
TT OR LC
Min Order Qty:
50 m²
Supply Capability:
1000 m²/month

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Wholely Assembled Box Girder

 

Brief Introduction

External formwork of 32/24 meters post-tensioning concrete pre-faricated 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 sructure is compact
and reasonable with beautiful and smooth appearance. 

 

 

Features

■  All the edges of ecternal formwork panels for the box girder have been milled, which ensure 

the assembly precision to avoid the leakage of the concrete

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

■  The bulkhead is designed to envelop the sideform,which can be wholely assembled, making the removal, installation and adjustment much easier.

 

Q: Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,
The calculation of the net area on both sides of the formwork. Cushion volume should be very good
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 the meaning of the steel beam overhead on the top of the beam formwork
That is, after the formwork is supported, the upper part of the formwork is bound with steel bars (usually on the floor)The reinforcement of the ground beam is the first reinforcement and then the template
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?
The wooden wall on both sides of a beam hour after tie beam.A large beam of a closed wall or two edges are not tied on the tie Liang
Q: More than the number of square cross-section of the beam high formwork
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. Copy paste..
Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
The general situation is calculated according to the contact area between the concrete and the template
Q: The formula for the calculation of beam, concrete and brick
According to the section size of the picture multiplied by the length of the beam. The length of the beam and the height of the beam shall be determined according to the following provisions:1, when the beam is connected, the length of the beam to the column side.2, the main beam and secondary beam connection, the second beam length to the side of the main beam. The volume of the beam head and beam in the wall is calculated into the beam volume.3, and lintel connection, respectively apply lintel beam, fixed. Lintel length calculation according to the requirements of the design, design requirements, width according to windows and doors, both ends of the 250mm calculation.4, ring beam and beam connection, beam volume should be deducted into volume within the beam.In 5, beam parts picked out wall concrete beams with external edges out of bounds, according to the size in cubic calculation, apply a single beam and continuous beam project.
Q: When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
It would take the high beam length reduced thickness, and by 2, the last plus beam bottom
Q: Beam plate with a few face template
The beam of the beam plate is made up of 3 face plates, a bottom die and two side moulds
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

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