• Box Girder Steel Formwork System 1
  • Box Girder Steel Formwork System 2
Box Girder Steel Formwork

Box Girder Steel 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:Why is Changshi beam, but also computing to the side or side column beam?How to deduct the overlap area between beam and plate, column and wall, wall and wall
Cross beam and beam cross section is not a template overlap
Q:The formula for the calculation of beam, concrete and brick
The area of the template (= the height of the side of the beam and the bottom of the beam)The cast-in-place concrete beams (including foundation beam) template, according to three surface width multiplied by the beam length, measured in square meters.
Q:What are the main composition of the beam template
A> roof formwork support structure B> shear wall structure of formwork C> column formwork support structure
Q:How to support 6m arc beam template how to set up?
If you use a supporting beam of radian template, the bottom surface made of a whole block template (template block with good reinforcement, pouring backwater) after dismantling the entire arc shape template on the line; if the second half of the same radian can do a whole half arc template do the bottom die.
Q:What is the meaning of the steel beam overhead on the top of the beam formwork
That is, after the formwork is supported, the upper part of the formwork is bound with steel bars (usually on the floor)The reinforcement of the ground beam is the first reinforcement and then the template
Q:Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,
. Calculate the volume of the cushion should be very good, where the beam on the cushion ah, as to how the layout drawings will be.
Q:The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
Slowing down the negative effect of uneven settlement. There are difference and ring beam (beam) foundation beam mainly links, enhance the level of rigidity, sometimes used as underfill supporting beam wall, without considering the seismic effect.
Q:How to put the beam formwork in concrete structure
The four sides of the column should be the line, there is a beam of the position of the edge out
Q:How to calculate the intersection of rectangular column and beam
Column high: beam slab column column should be high since the surface (or floor surface) first height calculation between the surface layer of the floor slab; column height should be from column surface (or floor surface) to calculate the height of column cap between the lower surface of the frame column should be high; the height calculated from the upper surface to the top of the column base; structural column height should be at the bottom of the column to column (from beam bottom) height calculation;
Q:10-3 degrees of weather, cast in situ floor and girder formwork can be demolished a few days? 25 days enough? There's a wall on the beam.
For the cantilever member of concrete structure engineering, the concrete strength can reach to 100% of the standard value of concrete cube compressive strength.

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