Hig Class Wholely Assembled Box Girder Template

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Loading Port:
Qingdao
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TT OR LC
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:The calculation formula of the beam column
Refer to JGJ 162-2008 construction formwork safety technical specifications
Q:I would like to ask the template support system Liang Xiaoliang Ban Xiaoliang refers to what
Directly subjected to loading template called small beam beam beam emerged called bear small load. The landlord asked the name of small square steel beam, 80 by 80 Fang Mu called Liang Xialiang; 70 by 70 Fang Mu challenge of small beam pipe is under the plate beam. In fact, there is no strict definition.By the way, there is no 48 by the steel pipe of this specification, recommended (suitable for use) is 48.3 x 3.6 Q235 material straight welded steel pipe, the market does not sell.
Q:Calculate the engineering quantity of the beam template or the engineering quantity of the beam and plate
There is a beam slab template engineering quantity = beam template + plate template; beam template and plate template are calculated according to the beam plate
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 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:What is the wire mesh in front of the foundation beam
Beams are reinforced, how to put into the template? How can we ensure that the concrete does not flow out? Wire netting is the best way
Q:When the main beam is connected with the secondary beam, the area of the template is calculated
It would take the high beam length reduced thickness, and by 2, the last plus beam bottom
Q:In the end is how to calculate the area? Do you want to deduct the board
The general situation is calculated according to the contact area between the concrete and the template
Q:How to calculate the amount of beam formwork
If it is in the middle, the template area = (0.6-0.12) *2+0.3] squareThe height of support is calculated according to the height of beam bottom
Q:How to control the elevation of the beam bottom and the axis position
The design of the middle arch ratio is higher than the span of the span of 1--2 thousandths of 2. A template, according to the control point set square.

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