Anti-arch Adjustment Box Girder Template Made in China
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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.
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.
- Q:The main floor beam template installation should pay attention to what?
- Install the bottom die, the beam according to the span length of 3 m to the bottom of the beam arch, to ensure that after the completion of concrete pouring, floor thickness and deflection to meet the requirements of the drawings. Beam from the end of the 500mm, in the bottom of the beam to keep a clean mouth, to be cleaned up debris, it will be blocked. The side beam mould die bag bottom mold method, and clip stickers in the template angle at.
- Q:The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
- The ground beam (patand) agreement is commonly known as the foundation beam, which has the characteristics of closed, and the structure of the column into a seismic system,
- 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
- 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
- Q:Seeking beam, plate template engineering quantity
- Main girder template (bottom area +2* side area): (2.4*3- wall thickness) * (0.25+ (0.4-0.12) *2) *2--0.25*0.4*2*4 secondary beam area
- 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 is the demolition order of the construction template
- 1 demolition vertical face template, should be carried out from top to bottom; demolition of the larger span of the beam pillar, should start from the middle, respectively, to the two ends.2 demolition of beams and floor bottom mold, should loosen the wedge or lower bracket, then by block or patch removal
- Q:How to calculate the intersection of rectangular column and beam
- Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
- 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:According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
- Multi storey residential building structure of each floor area of square meters of content: the template to expand the area of about 2.4 to 2.9 square meters, concrete about 0.42 LiAbout 55 meters, reinforced to 65Kg.Basement floor area per square metre of content: the template to expand the area of about 2.4 to 3 square meters, concrete about 0.8 to 1.1 cubic meters,Steel bar about 125 to 170Kg.
- Q:A set of 50 m T beam steel template weight
- So as to complete the precast beam and slab
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Anti-arch Adjustment Box Girder Template Made in China
- Ref Price:
-
- Loading Port:
- Tianjin
- Payment Terms:
- TT OR LC
- Min Order Qty:
- -
- Supply Capability:
- -
OKorder Service Pledge
OKorder Financial Service
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