Construction method of subbase of highway pavement
A construction method and sub-base technology, applied in the direction of roads, roads, pavement details, etc., can solve the problems of affecting the bearing capacity of the sub-base, affecting construction, material damage, etc., to improve frost resistance, thermal insulation, and compression resistance. and the effect of load-bearing, increased strength and compressive resistance
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Embodiment 1
[0032] A construction method for a sub-base of a road pavement, specifically comprising the following construction steps:
[0033] Step 1. Before spreading the material on the sub-base, firstly sprinkle and clean the lower bearing layer of the base layer, and rest the uneven places of the lower bearing layer to ensure that the surface of the lower bearing layer is smooth and solid, without any loose materials and weak parts;
[0034] Step 2. Restore the center line on the lower bearing layer, and set up indicator piles at each straight line segment, each horizontal curve segment and the edge of the road shoulder on both sides, and mark the edge of the subgrade or subbase with obvious marks on the indicator piles on both sides during horizontal measurement. The design elevation of 15m in the straight line, one pile every 10m in the flat curve section, and 0.3m outside the edge of the road shoulder on both sides of the indicator pile;
[0035] Step 3: Lay the natural pebbles on ...
Embodiment 2
[0047] A construction method for a sub-base of a road pavement, specifically comprising the following construction steps:
[0048] Step 1. Before spreading the material on the sub-base, firstly sprinkle and clean the lower bearing layer of the base layer, and rest the uneven places of the lower bearing layer to ensure that the surface of the lower bearing layer is smooth and solid, without any loose materials and weak parts;
[0049] Step 2. Restore the center line on the lower bearing layer, and set up indicator piles at each straight line segment, each horizontal curve segment and the edge of the road shoulder on both sides. When measuring horizontally, mark the edge of the subgrade or subbase with obvious marks on the indicator piles on both sides. The design elevation of 18m in the straight line section, one pile in every 12m in the flat curve section, and indicator piles 0.4m outside the edge of the road shoulder on both sides;
[0050] Step 3. Select cement ash and water...
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