Hig Efficient Wholely Assembled Box Girder Template in China

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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:Beam template and foundation beam template to separate sets of fixed?
When you have a beam template, you can not add the foundation beam template! Their price is not the same, to separate! (mainly reflected in measures)
Q:How to determine the height of cast in place concrete beam formwork
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:Cast in situ floor and girder formwork can be removed a few days?
For the concrete structure engineering, the concrete strength can reach the design of the concrete cube compressive strength of the standard value of a certain amount, before the template can be removed the standard value.
Q:How to do the foundation beam template
The main construction method by a formwork one-time-concreting organization construction, wall, column and beam plates without construction joints, each layer of wall, column, beam plate model, a branch of Qi, while pouring concrete.
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: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:I would like to ask the three sides of the template is calculated on the surface of which is the three?
The utility model relates to a three surface template beam (both sides of the beam and the bottom surface of the beam), and the other is a two side formwork beam (two sides of the beam)
Q:The main floor beam template installation should pay attention to what?
See the technical disclosure records, the main operating process1) according to the axis of the 500mm line and the horizontal elevation control line on the concrete cylinder.
Q:Beam column plate template how to calculate the need to deduct what part?
Plate under the formwork and then if there is a beam under the board, then the beam and the plate side of the area to cut off the sideDo not understand the words can continue to ask
Q:What is the area of the overlap between columns and beams, beams and beams!
It is not deducted from the length to beam or column just didn't count on this side overlap, I figure out part of the coil

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