• Triangular Form Traveller in High Quality System 1
  • Triangular Form Traveller in High Quality System 2
Triangular Form Traveller in High Quality

Triangular Form Traveller in High Quality

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TRIANGULAR FORM TRAVELLER

Trianngular form traveler has the advantages of low gravity of front
trancerse beam, safe & easy operation, easy fixing, and safty during
walking, etc..
During the designing of the form traveller, we always provide
different modes of traction, such as hydraulic pushing mode or
pulling mode, and chain hoist mode, etc. to the constructors for their
choice.
The design of the form traveller could be divided into two types:
external sliding girder and self-moving exteral formwork according to
de construction conditions. When the site condition does not allow
to remove the form traveller at the closure part which have to go
backwards to segment, the second type is suggested.

● Low gravity of front trancerse beam

● Applicable to large-scale stay-cable cantilever casting bridge with wide bridge deck

● Safe & easy operation, easy fixing, and safty during walking

● Big operational space under the main frame, and easy installation and removal

Q: Construction of extra large bridge
Install side span closure section, installation of hanging mold closure segment skeleton, formwork, steel banding, installation of prestressed pipe and the core concrete pouring, side span closure segment and maintenance - tension closure segment longitudinal, transverse and vertical prestressed grouting, removing the side line and cross - - side span closure segment construction support the landing gear box girder.
Q: The definition of hanging basket construction, historical background
The hanging basket construction, large span cable-stayed bridge construction process 1 overview 1.1 definition of cable-stayed bridge is a bridge deck system of compression, tension support system, the system of the stiffening girder deck structure, its supporting system composed by cable.
Q: Construction scheme of hanging basket
Each pier is equipped with 23 cantilever sections: 5*2.5m + 5*3.0m + 5*3.5m + 8*4.0m. Beam length of 4.0m, maximum weight 156 tons. The cross section of the box girder: the width of the top plate is 15.42m, the width of the web is 7.5m, and the height of the beam is changed from 0 8.8m to the 3.0m of the block 23 according to the two parabola.
Q: What are the key processes of hanging basket construction
5, construction of prestressed beam shape control; 6, 7; and the closure above and the construction of system transformation are met according to arrangement of students problems in practical work and, for reference, if there is a problem, please timely communication.
Q: The difference between cast-in-place and hanging basket construction? Why should the construction of hanging basket 0123... Block? The cast-in-place bracket is also divided into pouring and hanging basket so what is the difference between (except for economic differences)
The difference is that the stent can be poured into the entire collapse of the pouring basket must be divided into sections
Q: After the completion of prestressed tension grouting on the basket can move forward
[] the hanging basket is a walk along the railway activities scaffolding, hanging basket hanging in the already stretching and anchoring box girder, cantilever casting box girder formwork installation, rebar, pipe installation, concrete pouring, tensioning and grouting work were carried out in the hanging basket. When the construction procedure of a beam section is completed, the hanging basket is lifted, and the beam is moved downwards. Therefore, the hanging basket is not only the space of the construction equipment, but also prestressed tendons before the beam segment of the load-bearing structure, and now large, medium and large buildings use this equipment.
Q: Operating rules for hanging baskets
So, the side mould and a bottom mould to C1 when pouring a section, must be timely with tie rod or wall screws tightened, so that the template to form a whole does not shake: D1 bottom die steel and web reinforcement binding, to the timely installation of the web and the side template and the core module; e, Rui should die placed in the basket of small beam, front pull rod adjust the height, after the port has been pouring the concrete rod and tighten connection; F1 die and die outside the inner web and fixed, must adopt two layer D12 to pull screw spacing can be adjusted, in the horizontal direction every 60 cm set a fastening; G1 two is used by the web, 16 of the pulling screws are adjusted, which has been pouring concrete firmly locked on the web o
Q: Why from the beginning of cantilever beam pouring cantilever end?
Because if the support from the end, that is, the root of the cantilever pouring, the cantilever is the front end of the pouring belt. After pouring pouring belt is bound to produce a bending stress of gravity, it may lead to the first place with a combination of cracks. However, if there is no such a back bend. Of course, the premise is the cantilever part of the template support structure reliability is guaranteed.
Q: Can you please list them ALL because I really need it for my book report =) thanks
Some will eventually answer this for you but you should consider doing your OWN homework. This is actually a really nice story so you should read it!
Q: You know how space travelers are astronauts and time travelers are crononauts? Well, what is the naut form of an inter dimensional traveler? (Obviously in fiction).
Internaut? ;) I don't think one exists yet. You could try making it up. If Cosmos is the universe and inter-dimensional travel is travelling between different parallel universes, maybe it should be Cosmonaut (though the Russians already took that one...)

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