Hig Efficient Wholely Assembled Box Girder Template in China

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Qingdao
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Min Order Qty:
50 m²
Supply Capability:
1000 m²/month

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Product Description:

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.

 

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Q:How to do irrigation formwork
For plate 120 H-0.05, the -0.05 here is the elevation of the plate is reduced by 5cm. - drop, + raise. Here the drop and elevation are relative floor elevation.
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: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
Q:Rules for calculation of plate and beam formwork
The beam of the template is to calculate the beam height (minus the plate thickness of the part) * net long *2 surface. The bottom die has been calculated in the bottom plate.Louzhu certainly not familiar with the construction site, as long as the scene to see how the template is placed.
Q:How to calculate the amount of beam formwork
If the border, the template area = (0.6+0.6-0.12+0.3) *10.9=1.38*10.9=15.042 square
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:When the height of the beam is large, the reinforcement of the beam is bound on the bottom of the beam
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:What is the formula of beam slab formwork
The template to be installed to expand into one piece, each piece of the area is
Q:I would like to ask the template support system Liang Xiaoliang Ban Xiaoliang refers to what
Plate is a template, bamboo plywood, wood plywood. The small beam is directly supporting formwork wood architrave, there are several kinds of pine, the section size of 30 x 80, 40 x 80, 50 x 100. Support is wood brace steel bar, also called beam
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.

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