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隆百高速施组设计英文版

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acility can be seen in the “Figure 4 the General Layout of the Construction”.
(V)Temporary Pavements, Bridges and Culverts of Construction
The construction site can be entered by using the provincial and national roads as well as repairing and reinforcing the current roads. The branch temporary pavements of construction leading to each construction site should be built in the right place. In order to prevent the rain from eroding the temporary pavements, we should use the grovel mixed with mud in building the main temporary pavement leading to the construction site. The width of the roadbed is 4.5 meters. The horizontal slope of the temporary pavement should be no more than 8%, so that the large trucks can pass. A alternating car station should be established every 200 meters (he width of sungrade ≥7m,the width of road surface≥6m，the length≥20m). Some persons should be specially assigned to maintain the roads to guarantee their smoothness. It should be seen that “no dust is in the air on sunny day and no mud on rainy day”.
If a ditch of large scale is on the temporary pavement, a steel temporary bridge should be built to cross the ditch. When cross-small-scale irrigation ditches, Φ1.5 m reinforced concrete culvert pipe should be built to cross them.
(Ⅵ)The Layout of the Oil Depots and the Explosive Warehouses
Three oil tanks and explosive warehouses should be erected in the proper place of this contract sector. The oil tanks and explosive warehouses should be located far away from the residential and living areas. The safe distance should be guaranteed no less than 300meters. Some persons should be specially assigned to safeguard them.
(Ⅶ) The Establishment of Concrete Mixing Station
According to the construction needs, a 60 m3 / h cement concrete automatic metering mixing station should be built at the right of K95 +300 lines, K99 +300 lines and ZK102 +100 lines respectively. Twelve concrete Transporters and three concrete conveyor pumps, which are responsible for the concrete supplies.
    Mixing Station venues should be hardened by using ten-meter-thick gravel cushion and fifteen-centimeter-thick cement concrete. The different materials should be separated by the brick walls. The Establishment of Concrete Mixing Station can be seen in the “Schematic Drawing of Layout of Concrete Mixing Station”.
(Ⅷ) The Setting-up of Prefabricated Field
    Three prefabricated fields will be established in this contract sector. The concentrated construction of prefabrication should be the pre-stressed T-beams, hollow beam and small prefabricated units. Prefabricated field ground will be hardened by using fifteen-centimeter-thick cement concrete. The setting-up of prefabricated field can be seen in the “Prefabricated Field Layout Diagram”.
(Ⅸ) The Spot for Taking (abandoning) Soil
    The soil should be taken in accordance with the designated location of the contract and abando

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