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隆百高速施组设计英文版

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led. The box beam and T-beam should be prefabricated in a pool in the prefabricated field. The road special-purpose bridging rack beam should be built. The box beam cast on the spot will be erected by using the bracket with full support. The cement concrete for automatic metering should be produced in concentration at the concrete mixing station. The concrete can be transported by the concrete carriers, and it can be pumped to the construction site by the concrete pump.
The mixing mud stone pavement can be constructed by the method of mixing-up.
It should be transported by the trucks which can self-load. It should be paved and mixed by the machinery. It should be rolled densely and compactly by the road roller.
The tunnel should be built in rigorous accordance with the new Austrian method. As required, the geological forecasting, supervising measurement and monitoring information feedback should be made beforehand so as to guide the construction. The V-level world rock should be excavated in CD method. The wasted soil can be excavated by side-dump loaders of wasted soil assisted by the self-loaded trucks. The whole module sector should be built by the overall hydraulic lining template hydraulic trolley.
The Constructions of the interactive overpasses and the connecting lines are the same as the main road construction.

Ⅵ. The Temporary Plan of Construction
(I)The Layout Principles for the Temporary Construction
The layout principles for the temporary construction are the combination of temporary and long-term construction, occupying less farmland and utilizing the local facilities as many as possible. The details of temporary construction can be seen in “The Temporary Plan of Construction Figure”.
                     The Temporary Plan of Construction Figure
Project Name Unit Amount Remark
I. The Electricity Used by the Construction and the Communication
1. The Electric Wires km 12.4 The partial electric wires brought in and brought out at each constructing site
2. The Communicative lines km 4.8 It’s introduced along the communicative lines.
II. Temporary pavements and bridges
1. The New-built Pavements km 16.70 Including the pavements connecting to the local branch roads, the horizontal pavements and the pavements leading to soil- abandoned spot, prefabricating place and concrete mixture station
2. Repaired Roads km 20.00
3. Temporary Bridges m/seat 80/8 1seat is 10meters
4. Temporary Culverts m/seat 120/15 The length of each is 8 meter, and there are 15 seats culverts.
III. Tabernacles
1. The Living Houses of the Project Staff and Office Houses m2 1500
2. The Living Houses of the Constructing Workers m2&

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