Hig Class Wholely Assembled Box Girder Template

Hig Class Wholely Assembled Box Girder Template

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Loading Port:: Qingdao

Payment Terms:: TT OR LC

Min Order Qty:: 50 m²

Supply Capability:: 1000 m²/month

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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.

Hig Class Wholely Assembled Box Girder Template

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: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:What kind of frame beam formwork: Frame beam template, single beam, continuous beam template section, beam set beam template in the middle section.

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.

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.

Q:For example, a beam 200*400, length 5000Plate thickness 1005000*5000The area of the template is1, (0.2+0.3*2) *5+5*52, 0.3*2*5+5*5Which is right: Plate side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1M

Q:Beam plate template is composed of the bottom template and what: Rectangle, F=1, A is the length of the bottom edge, B is high..... So, S1S2, S3,..., one by one. The sum of the above Si is the total area. The amount of template engineering is required

Q:When Liang Banzhong beam template calculation is the calculation of him in the board? Because in the calculation of engineering quantity of concrete beam by beam plate calculation. But when the template is, the book is not clear. In the calculation of the time quota template can have a beam plate.I use the Guizhou 04 quotaEspecially your last sentence, I haven't said anything yet,There is the Guizhou 04 fixed and did not say what sub beam frame beam separationAbove the beam plate is to explain the main beam, sub beam and plate, according to the calculation of beam and plate volumeThen you explain to me the frame beam is not the main beam? According to this explanation, why do you separate the frame beam: Calculate the area between the axis, into the wall of the plate into the area of the plate, and then deduct more than 0.3 of the hole, that is, the area of the beam plate

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 there is a beam plate template, the beam can not be added to the template?: Beam template and foundation beam template to separate sets of fixed!

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