• High Load Bearing Girder Box Formwork System 1
  • High Load Bearing Girder Box Formwork System 2
  • High Load Bearing Girder Box Formwork System 3
High Load Bearing Girder Box Formwork

High Load Bearing Girder Box Formwork

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Loading Port:
XINGANG
Payment Terms:
TT or L/C
Min Order Qty:
1 Set/Sets set
Supply Capability:
200,000 Ton/Tons per Year set/month

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Detailed Product Description High Load Bearing Girder Box Formwork for Preformed Unit

 

bridge deck formwork

High Load Bearing Girder Box Formwork for Preformed Unit

 

 

Description of  High Load Bearing Girder Box Formwork :

 

1. Brief introduction of High Load Bearing Girder Box Formwork for Preformed Unit

 

GB system-B is a kind of formwork especially for performed box girder in bridge floor construction.

 

 

High Load Bearing Girder Box Formwork

 

2. Competitive advantage of  High Load Bearing Girder Box Formwork


①. Assembling is easier makes high construction efficiency.

 

②. Pouring object surface is smooth and beautiful.
The formwork is made of steel material with higher load bearing capacity and stronger stiffness that makes perfect surface on concrete.

③.Good economic performance

The cost will be greatly reduced by its long service life and more turnover times.

3. Applications of High Load Bearing Girder Box Formwork for Preformed Unit

 

 

 High Load Bearing Girder Box Formwork

 

 

 

 

Q:Beam plate with a few face template
There are beams and plates, the 3 words behind the content should be said board...
Q:The calculation formula of the beam column for the construction of the concrete and the use of the template area of the detailed point of the best thank you
Refer to JGJ 162-2008 construction formwork safety technical specifications
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 it is in the middle, the template area = (0.6-0.12) *2+0.3] squareThe height of support is calculated according to the height of beam bottom
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:I only see the span is greater than 4M of the beam arch height is 1/1000~3/1000, if that is 5m, 8m, 12M, 16m and even assuming 20m, the supply is only 1/1000~3/1000????
4.4.6 on the span of not less than 4m of the beam, the plate, the height of the template arch should be the beam, plate span 1/1000~3/1000.
Q:When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?
The wooden wall on both sides of a beam hour after tie beam.A large beam of a closed wall or two edges are not tied on the tie Liang
Q:When there is a beam plate template, the beam can not be added to the template?
SureBeam template, template, template based beam section is different
Q:How to calculate the intersection of rectangular column and beam
Beam:(1): the length of beam to column connection, the length of the beam to column side; girder transfer, beam to beam side. The beam length at the door (window) wide hole net length calculation. According to the center line, wall beam wall is calculated according to the net line.(2) the area of the beam connecting part is not deducted, and the area of the beam head is not increased(3) the area of the beam pad is incorporated into the beam
Q:Beam plate template is composed of the bottom template and what
The template will be installed to expand into one piece, each piece of the area is Si=F*A*B, the formula, F coefficient
Q:The section size of the beam is 200 x 400 the size of the board is 4500 x 4000 plate thickness of the formula for 120 - a rookie
The side plate of the plate is the circumference of the plate (minus the protruding part of the column) multiplied by the thickness of the plate 0.1m.Beam slab:Plate beam T beam box girder is divided into cast in place PC box girder and steel box girderBeam type structural member composed of steel plates. The basic section is I-shaped, upper and lower transverse wing plate is vertical plate, the middle name web. Some plates are welded with reinforcing ribs. According to the combination method, it can be divided into welding plate beam, high strength bolt plate beam and dissimilar steel plate beam. Reinforced concrete slab beam.
We are a national comprehensive Class-A scientific research and design unit, an internationalized engineering group company and a key national-level hi-tech enterprise, and is the engineering technical platform of China National Building Material Co., Ltd.

1. Manufacturer Overview

Location Shanghai,China
Year Established 1949
Annual Output Value Below US$1 Million
Main Markets North America
South America
Eastern Europe
Southeast Asia
Africa
Oceania
Mid East
Eastern Asia
Western Europe
Central America
Northern Europe
Southern Europe
South Asia
Domestic Market
Company Certifications ISO 9001:2008

2. Manufacturer Certificates

a) Certification Name  
Range  
Reference  
Validity Period  

3. Manufacturer Capability

a)Trade Capacity  
Nearest Port SHANGHAI
Export Percentage 91% - 100%
No.of Employees in Trade Department 200
Language Spoken: English,Chinese
b)Factory Information  
Factory Size:
No. of Production Lines
Contract Manufacturing
Product Price Range

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