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:According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Non residential frame structure of each floor area of the content of the square (excluding basement): template development area of about 2.2 to 2.6 square meters,About 0.35 cubic meters of concrete, steel bar about 50 to 60Kg.
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 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:The template is the beam at the bottom of the connection between the two sides of the rod or the bottom of the beam
Note: when the right angle fastener tightening torque of 40--65N.m, test shows that the single fastener will slide in the 12kN under the load, the sliding bearing capacity of desirable 8.0kN; double fastener will slide in the 20kN under the load, the sliding bearing capacity to be 12.0kN.Note: the above values are experimental values! Take a look at your calculation results and this value to meet the double anti sliding bearing capacity can be!
Q:What is the meaning of the steel beam overhead on the top of the beam formwork
So in the form of the frame up binding, binding with a crane to lift the steel beam, the following overhead with the wood out of the beam of steel on the template
Q:What are the building structure of the template
On the contrary, the beam plate is the first template, tied after the reinforcement, because the beam plate is flat, the first binding steel, do you want to let the first suspension? That's not going to collapse
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:Why does the formwork support only three faces?
Only the bottom surface of the beam and two sides of the template, there is no need to shop template.
Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
The maximum bending moment in the middle of the beam is removed from the middle of the support, the stress is concentrated on the two supporting end, and the final force form is the same as the reinforcement of the beam, and the bending and the excessive shear force are not generated
Q:What is the demolition order of the construction template
3 the demolition of multilayer floor pillar shall be carried out according to the following requirements: when the upper floor slab is pouring concrete, the next floor slabThe pillar shall not be removed, then the next floor of a live, can only be removed part of the span is 4M or above 4M Xiajun should retain the brace beam, pillar spacing shall not be greater than 3M.

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