• Assembly Precision  Box Girder Formwork System 1
  • Assembly Precision  Box Girder Formwork System 2
Assembly Precision  Box Girder Formwork

Assembly Precision Box Girder Formwork

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BOX GIRDER

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.

■  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: How to calculate the length of the beam, beam template area
The two cross KL76, distance of each cross axis of the pillar width is Jingchang (beam by beam, high *2+ Liang Kuan)
Q: The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
The calculation of the formwork quantity of the beam is not needed to calculate the bottom of the beam
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 wire mesh in front of the foundation beam
You put the template, then take the template is not particularly troublesome? Wood will give you to slowly dismantle?
Q: How to calculate the amount of beam template? FiveKL2: cross section size of 0.3*0.6, thickness of the 0.12 beams, 10.9 JingchangAsk: how to calculate the amount of formwork works? How to calculate the height of support?Calculation formula
If the border, the template area = (0.6+0.6-0.12+0.3) *10.9=1.38*10.9=15.042 square
Q: Which part of the middle beam and side beam in the T beam template? Thank you
Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
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: The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
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: What are the main composition of the beam template
According to the different support parts are divided into four kinds

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